Loading...
HomeMy WebLinkAboutI45090280.122_Bear_Creek16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). March 8,2021 Liu, Xuegang Pages or sheets covered by this seal: I45090280 thru I45090320 My license renewal date for the state of Indiana is July 31, 2022. 122_Bear_Creek 122 Bear Creek IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 04/29/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 122_BEAR_CREEK Truss GE01 Truss Type GABLE Qty 1 Ply 1 122 Bear Creek Job Reference (optional) I45090280 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:07 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-4oT_NkaKYfpryg6CtFx9?hrdQBFhy9UPs8h7_nzd0e2 Scale = 1:13.2 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 7 6 5 3x6 3x4 2x4 3x4 2x4 -0-11-0 0-11-0 3-11-8 3-11-8 0-9-0 2-0-13 4.00 12 Plate Offsets (X,Y)-- [5:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 122_BEAR_CREEK Truss GE02 Truss Type GABLE Qty 1 Ply 1 122 Bear Creek Job Reference (optional) I45090281 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:10 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-UN96?mdDraBPp7rnYNUsdKT7nOFg9UmrY6voa6zd0e? Scale = 1:77.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 122_BEAR_CREEK Truss GE02 Truss Type GABLE Qty 1 Ply 1 122 Bear Creek Job Reference (optional) I45090281 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:11 2021 Page 2 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-yZjUD6ercuJGRHP_6505AX?IXobuux0?nmfL7Yzd0e_ 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) 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.). 04/29/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 122_BEAR_CREEK Truss GE03 Truss Type GABLE Qty 1 Ply 1 122 Bear Creek Job Reference (optional) I45090282 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:14 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-N8Odr7gjvphrIl8ZnDZooAdnI?dW5IjRTkt?itzd0dx Scale = 1:76.5 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 122_BEAR_CREEK Truss GE03 Truss Type GABLE Qty 1 Ply 1 122 Bear Creek Job Reference (optional) I45090282 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:14 2021 Page 2 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-N8Odr7gjvphrIl8ZnDZooAdnI?dW5IjRTkt?itzd0dx NOTES- (14-15) 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) 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.). 04/29/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 122_BEAR_CREEK Truss GE04 Truss Type GABLE Qty 1 Ply 1 122 Bear Creek Job Reference (optional) I45090283 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:15 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-rKy?3ThLg6piwujlLx41KNA_ZP_Iql1aiNdZFJzd0dw Scale = 1:41.2 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 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 122_BEAR_CREEK Truss GE05 Truss Type GABLE Qty 1 Ply 1 122 Bear Creek Job Reference (optional) I45090284 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:17 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-nj4lT9icCk4Q9Ct7SL7VPoFJhDehIhst9h6fJCzd0du Scale = 1:30.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 4x6 3x6 5x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 122_BEAR_CREEK Truss J01 Truss Type JACK-OPEN Qty 20 Ply 1 122 Bear Creek Job Reference (optional) I45090285 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:18 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-Fve8hVjEy1CHnMSK03eky0oUZd?918m0OLrDsezd0dt Scale = 1:11.7 1 2 5 3 4 3x4 3x4 1-0-0 1-0-0 -0-11-0 0-11-0 1-0-0 1-0-0 1-1-0 1-9-0 1-3-13 1-9-0 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 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 122_BEAR_CREEK Truss M01 Truss Type MONOPITCH Qty 9 Ply 1 122 Bear Creek Job Reference (optional) I45090286 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:18 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-Fve8hVjEy1CHnMSK03eky0oUBd?p17j0OLrDsezd0dt Scale = 1:11.8 1 2 3 6 5 4 7 8 9 3x8 3x4 3x6 3-9-0 3-9-0 -0-11-0 0-11-0 3-9-0 3-9-0 0-8-8 1-9-10 1-2-12 1-9-10 3.50 12 Plate Offsets (X,Y)-- [3:Edge,0-1-4] 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 122_BEAR_CREEK Truss M02 Truss Type MONOPITCH Qty 1 Ply 1 122 Bear Creek Job Reference (optional) I45090287 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:19 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-j6BWurksjLK8OW1Wam9zVDLdi0JJmXGAd?bmO5zd0ds Scale = 1:15.7 1 2 3 6 5 4 7 8 9 3x12 3x4 3x6 2x4 5-9-0 5-9-0 -0-11-0 0-11-0 5-9-0 5-9-0 0-8-8 2-4-10 1-2-12 2-4-10 3.50 12 Plate Offsets (X,Y)-- [3:Edge,0-0-14] 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 122_BEAR_CREEK Truss M03 Truss Type MONOPITCH Qty 8 Ply 1 122 Bear Creek Job Reference (optional) I45090288 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:20 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-BIlu6BkUUfS?0gbi7UgC1RtqSQgKV2tJsfKKwXzd0dr Scale = 1:13.2 1 2 3 5 4 2x4 3x6 2x4 3-11-8 3-11-8 -0-11-0 0-11-0 3-11-8 3-11-8 0-9-0 2-0-13 0-3-8 4.00 12 Plate Offsets (X,Y)-- [4:0-1-15,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 122_BEAR_CREEK Truss PB01 Truss Type GABLE Qty 26 Ply 1 122 Bear Creek Job Reference (optional) I45090289 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:21 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-gUJGJWl6FyaseqAvhBBRaeQ19q?LEVVT4J4tSzzd0dq Scale = 1:13.1 2 3 4 1 5 3x4 3x4 3x4 5-2-0 5-2-0 2-7-0 2-7-0 5-2-0 2-7-0 -0-0-4 1-8-7 1-8-11 0-1-0 0-1-8 8.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 122_BEAR_CREEK Truss PB02 Truss Type GABLE Qty 1 Ply 2 122 Bear Creek Job Reference (optional) I45090290 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:22 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-8hteXsmk0GiiFzl5Fvig6syCwEMJzyecJzpQ?Qzd0dp Scale = 1:18.4 2 3 4 6 1 5 4x6 3x4 2x4 3x4 6-4-3 6-4-3 3-2-2 3-2-2 6-4-3 3-2-2 2-7-12 0-1-4 0-1-8 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 122_BEAR_CREEK Truss PBE01 Truss Type GABLE Qty 2 Ply 1 122 Bear Creek Job Reference (optional) I45090291 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:23 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-ctR1kCnNnaqZt7KHpcDvf3VNeegpiP?mYdZ_Xszd0do Scale = 1:13.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 2 3 4 1 5 3x4 3x4 3x4 5-2-0 5-2-0 2-7-0 2-7-0 5-2-0 2-7-0 -0-0-4 1-8-7 1-8-11 0-1-0 0-1-8 8.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 122_BEAR_CREEK Truss PBE02 Truss Type GABLE Qty 1 Ply 1 122 Bear Creek Job Reference (optional) I45090292 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:24 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-43?PyYo?YtyQVHvUMKl8CH2Xi12LRr?vmHIX3Izd0dn Scale = 1:18.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 2 3 4 6 1 5 4x6 3x4 2x4 3x4 6-4-3 6-4-3 3-2-2 3-2-2 6-4-3 3-2-2 2-7-12 0-1-4 0-1-8 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 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 122_BEAR_CREEK Truss T01 Truss Type COMMON Qty 4 Ply 1 122 Bear Creek Job Reference (optional) I45090294 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:26 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-0S79MEpF4VC8kb3sUkncHi7lAraTvYjCEbne8Bzd0dl Scale = 1:58.7 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 4x6 3x6 3x8 3x4 3x4 3x6 4x8 4x8 3x6 10-5-8 10-5-8 20-11-0 10-5-8 -0-11-0 0-11-0 5-3-1 5-3-1 10-5-8 5-2-7 15-7-15 5-2-7 20-11-0 5-3-1 21-10-0 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 122_BEAR_CREEK Truss T02 Truss Type COMMON Qty 3 Ply 1 122 Bear Creek Job Reference (optional) I45090295 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:27 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-UegXaaqtroK?Mle22SIrpvgwvFwie?XLTFXBgdzd0dk Scale = 1:58.7 1 2 3 4 5 6 10 9 8 7 11 12 13 14 15 16 4x6 3x4 3x6 3x8 3x4 3x4 3x6 4x8 4x8 10-5-8 10-5-8 20-11-0 10-5-8 -0-11-0 0-11-0 5-3-1 5-3-1 10-5-8 5-2-7 15-7-15 5-2-7 20-11-0 5-3-1 1-3-0 9-11-9 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 122_BEAR_CREEK Truss T03 Truss Type PIGGYBACK BASE Qty 9 Ply 1 122 Bear Creek Job Reference (optional) I45090296 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:28 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-yqEwnwrVc6SszuDFb9p4M7C1TfAwNWoVhvGlC3zd0dj Scale = 1:81.5 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 25 26 27 3x8 6x8 5x10 MT18HS 3x8 6x18 MT18HS 3x8 MT18HS 3x4 2x4 3x6 3x8 3x4 2x4 3x8 MT18HS 6x18 MT18HS 3x4 3x4 3x6 3x6 8-6-5 8-6-5 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 122_BEAR_CREEK Truss T03B Truss Type PIGGYBACK BASE Qty 1 Ply 1 122 Bear Creek Job Reference (optional) I45090297 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:30 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-vDMgCbsm8jiaDCMdjarYRYIPsSxyrQln9DlrHyzd0dh Scale = 1:82.8 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 20 19 21 18 17 16 15 14 26 27 28 29 30 31 3x8 5x10 MT18HS 6x8 3x8 3x6 3x4 3x4 3x4 3x4 3x4 3x8 2x4 4x6 5x12 3x4 5x12 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 122_BEAR_CREEK Truss T03C Truss Type PIGGYBACK BASE Qty 1 Ply 1 122 Bear Creek Job Reference (optional) I45090298 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:32 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-rcUQdHu0fLzISWW0q?u0WzNiMGcKJJd4cXEyLqzd0df Scale = 1:82.8 1 2 3 4 5 6 7 8 9 10 11 12 13 27 26 25 24 22 21 23 20 19 18 17 16 15 14 28 29 30 31 32 33 34 3x8 5x10 MT18HS 6x8 3x8 3x6 3x4 3x4 3x4 3x4 3x6 3x4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 122_BEAR_CREEK Truss T04 Truss Type PIGGYBACK BASE Qty 15 Ply 1 122 Bear Creek Job Reference (optional) I45090299 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:34 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-n_bB2zvGByD?ipgPyQwUcOS1U3HJnF7N4rj3Qjzd0dd Scale = 1:81.2 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 3x8 5x10 MT18HS 3x8 3x8 MT18HS 3x4 2x4 3x6 5x10 MT18HS 3x8 3x4 2x4 5x16 MT18HS 3x6 3x8 MT18HS 3x6 5x10 MT18HS 3x6 3x6 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 122_BEAR_CREEK Truss T05 Truss Type COMMON Qty 1 Ply 1 122 Bear Creek Job Reference (optional) I45090300 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:35 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-FB9ZFJwuyGLsJzFbW7Rj8b?IHTlpWpsXIVTcy9zd0dc Scale = 1:39.4 1 2 3 4 5 8 7 6 9 10 4x6 3x4 3x8 3x4 5x6 5x6 5-11-8 5-11-8 11-11-0 5-11-8 -0-11-0 0-11-0 5-11-8 5-11-8 11-11-0 5-11-8 12-10-0 0-11-0 1-3-0 6-2-9 1-3-0 10.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-4], [4:0-3-8,0-1-4] 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 122_BEAR_CREEK Truss T06 Truss Type COMMON Qty 1 Ply 1 122 Bear Creek Job Reference (optional) I45090301 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:37 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-CZHJg?y9UtbaZHPzdYTBD04eqHRH_jNpmpyj12zd0da Scale = 1:39.4 1 2 3 4 7 6 5 8 9 5x6 4x6 3x4 3x8 3x4 5x6 5-11-8 5-11-8 11-11-0 5-11-8 5-11-8 5-11-8 11-11-0 5-11-8 12-10-0 0-11-0 1-3-0 6-2-9 1-3-0 10.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-4], [3:0-3-8,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 122_BEAR_CREEK Truss T07 Truss Type SCISSORS Qty 2 Ply 1 122 Bear Creek Job Reference (optional) I45090302 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:38 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-gmriuKynFBjRAR_ABG?QmEdoBhhpj8Gz_ThGZUzd0dZ Scale = 1:30.3 1 2 3 4 5 6 7 8 17 18 19 20 5x8 3x6 5x6 5x8 3x6 4x6 8-4-8 8-4-8 16-9-0 8-4-8 -0-11-0 0-11-0 8-4-8 8-4-8 16-9-0 8-4-8 17-8-0 0-11-0 0-9-0 3-6-8 0-9-0 1-4-3 4.00 12 2.00 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 122_BEAR_CREEK Truss T08 Truss Type SCISSORS Qty 2 Ply 1 122 Bear Creek Job Reference (optional) I45090303 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:39 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-8yP45gzP0UrIobYMlzWfIRA_S41fSbK6D6Rq5wzd0dY Scale = 1:28.8 1 2 3 4 5 6 7 16 17 18 19 5x8 3x4 3x4 5x6 5x8 3x4 3x4 4x6 8-4-8 8-4-8 16-9-0 8-4-8 8-4-8 8-4-8 16-9-0 8-4-8 17-8-0 0-11-0 0-9-0 3-6-8 0-9-0 1-4-3 4.00 12 2.00 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 122_BEAR_CREEK Truss TG01 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 2 122 Bear Creek Job Reference (optional) I45090304 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:42 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-YX4Cji0HJPDtf2HxQ53Mw4nSRI3ffnaZv4fUiFzd0dV Scale = 1:62.8 1 2 3 4 5 6 13 12 11 10 9 8 7 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 4x8 4x6 6x8 4x8 5x8 12x12 4x8 12x12 6x16 4x6 12x12 5x12 6x8 6-5-5 6-5-5 12-4-12 5-11-7 12-5-4 0-0-8 18-0-10 5-7-6 23-3-11 5-3-2 29-9-0 6-5-5 6-5-5 6-5-5 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 122_BEAR_CREEK Truss TG01 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 2 122 Bear Creek Job Reference (optional) I45090304 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:42 2021 Page 2 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-YX4Cji0HJPDtf2HxQ53Mw4nSRI3ffnaZv4fUiFzd0dV NOTES- (12-13) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1679 lb down at 0-10-12, 1678 lb down at 2-10-12, 1678 lb down at 4-10-12, 1678 lb down at 6-10-12, 1678 lb down at 8-10-12, 1678 lb down at 10-10-12, 1678 lb down at 12-10-12, 1667 lb down at 14-10-12, 1664 lb down at 16-10-12 , 1678 lb down at 18-10-12, 1678 lb down at 20-10-12, 1678 lb down at 22-10-12, 1678 lb down at 24-10-12, and 1678 lb down at 26-10-12, and 1679 lb down at 28-10-12 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): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 7-13=-20 Concentrated Loads (lb) Vert: 14=-1467(B) 15=-1466(B) 16=-1466(B) 17=-1466(B) 18=-1466(B) 19=-1466(B) 20=-1466(B) 22=-1466(B) 23=-1466(B) 24=-1466(B) 25=-1466(B) 26=-1466(B) 27=-1466(B) 28=-1466(B) 29=-1467(B) 04/29/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 122_BEAR_CREEK Truss TG02 Truss Type GABLE Qty 1 Ply 1 122 Bear Creek Job Reference (optional) I45090305 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:45 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-z6mLMk2AcKbSWW0W5Ed3YiPvNV3PsCG?b2u8Jazd0dS Scale: 3/16"=1' Sheet Front Left Option 16-4-0 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 61 62 63 64 58 65 59 60 66 67 68 69 70 71 72 73 74 75 76 3x6 4x6 4x8 3x6 4x6 3x8 4x6 3x4 4x6 3x6 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 122_BEAR_CREEK Truss TG02 Truss Type GABLE Qty 1 Ply 1 122 Bear Creek Job Reference (optional) I45090305 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:45 2021 Page 2 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-z6mLMk2AcKbSWW0W5Ed3YiPvNV3PsCG?b2u8Jazd0dS NOTES- (15-16) 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 29 lb down and 71 lb up at 0-10-1 on top chord, and 10 lb down and 11 lb up at 0-10-1, 10 lb down and 11 lb up at 2-10-1, 10 lb down and 11 lb up at 4-10-1, 10 lb down and 11 lb up at 6-10-1, 10 lb down and 11 lb up at 8-10-1, 10 lb down and 11 lb up at 10-10-1, 10 lb down and 11 lb up at 12-10-1, and 10 lb down and 11 lb up at 14-10-1, and 10 lb down and 11 lb up at 16-10-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 15) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 16) 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, 2-6=-60, 6-7=-60, 7-11=-60, 11-12=-60, 13-17=-20 Concentrated Loads (lb) Vert: 3=22(F) 66=4(F) 67=4(F) 68=4(F) 69=4(F) 70=4(F) 71=4(F) 72=4(F) 73=4(F) 74=4(F) 04/29/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 122_BEAR_CREEK Truss TG03 Truss Type GABLE Qty 1 Ply 1 122 Bear Creek Job Reference (optional) I45090306 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:47 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-vUu5mP3Q7yr9lpAvDffXd7VKjJpyKBVI3MNFNTzd0dQ Scale = 1:67.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 11 10 9 8 41 42 43 44 45 46 47 48 49 50 51 52 4x6 4x6 4x6 3x8 3x4 3x4 4x8 4x6 4x8 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 122_BEAR_CREEK Truss TG03 Truss Type GABLE Qty 1 Ply 1 122 Bear Creek Job Reference (optional) I45090306 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:47 2021 Page 2 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-vUu5mP3Q7yr9lpAvDffXd7VKjJpyKBVI3MNFNTzd0dQ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 6-7=-60, 8-11=-20 Concentrated Loads (lb) Vert: 9=4(B) 41=22(B) 42=22(B) 43=4(B) 44=4(B) 45=4(B) 46=4(B) 47=4(B) 48=4(B) 49=4(B) 50=4(B) 51=4(B) 52=4(B) 04/29/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 122_BEAR_CREEK Truss V01 Truss Type VALLEY Qty 1 Ply 1 122 Bear Creek Job Reference (optional) I45090307 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:48 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-NhST_l42uF_0Nzk5mMAmAL1YvjBE3dpRI06ovvzd0dP Scale = 1:70.7 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 3x4 5x6 3x4 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 0-0-5 0-0-5 26-4-9 26-4-4 13-2-4 13-2-4 26-4-9 13-2-5 0-0-4 10-11-14 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 122_BEAR_CREEK Truss V02 Truss Type Valley Qty 1 Ply 1 122 Bear Creek Job Reference (optional) I45090308 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:49 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-rt?sB55gfZ6t?7JHK4h?iYanF6Xno6oaWgsMSLzd0dO Scale = 1:62.4 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 23-1-13 23-1-13 23-2-2 0-0-5 11-7-1 11-7-1 23-2-2 11-7-1 0-0-4 9-7-14 0-0-4 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 122_BEAR_CREEK Truss V03 Truss Type GABLE Qty 1 Ply 1 122 Bear Creek Job Reference (optional) I45090309 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:50 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-J3ZEPR6IQtEkcHuTunCEFm7yvWtgXZzklKcv_ozd0dN Scale = 1:50.0 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-11-12 19-11-12 9-11-14 9-11-14 19-11-12 9-11-14 0-0-4 8-3-14 0-0-4 10.00 12 LOADING (psf) TCLL TCDL BCLL 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 122_BEAR_CREEK Truss V04 Truss Type Valley Qty 1 Ply 1 122 Bear Creek Job Reference (optional) I45090310 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:52 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-FSh_q77ZyUUSsa2s?CFiKBCHzKYc?Uq1De502gzd0dL Scale = 1:46.1 1 2 3 4 5 9 8 7 6 10 11 12 13 3x4 14 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 16-9-5 16-9-1 8-4-11 8-4-11 16-9-5 8-4-11 0-0-4 6-11-14 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 122_BEAR_CREEK Truss V05 Truss Type Valley Qty 1 Ply 1 122 Bear Creek Job Reference (optional) I45090311 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:53 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-keFM1T8BjocJTkd2ZvmxtOlR0kxQkyfARIqZb7zd0dK Scale = 1:36.1 1 2 3 4 5 8 7 6 9 10 3x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 13-6-15 13-6-10 6-9-8 6-9-8 13-6-15 6-9-8 0-0-4 5-7-14 0-0-4 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 122_BEAR_CREEK Truss V06 Truss Type Valley Qty 1 Ply 1 122 Bear Creek Job Reference (optional) I45090312 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:55 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-g1N7S8ARFPs1j2nRhKoPypqkBXZHCsdTvcJgf?zd0dI Scale = 1:28.0 1 2 3 4 5 6 3x6 4x6 3x6 2x4 0-0-5 0-0-5 10-4-9 10-4-4 5-2-4 5-2-4 10-4-9 5-2-4 0-0-4 4-3-14 0-0-4 10.00 12 Plate Offsets (X,Y)-- [2:0-3-13,0-2-0] 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 122_BEAR_CREEK Truss V07 Truss Type Valley Qty 1 Ply 1 122 Bear Creek Job Reference (optional) I45090313 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:55 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-g1N7S8ARFPs1j2nRhKoPypqmhXbdCtNTvcJgf?zd0dI Scale = 1:20.7 1 2 3 4 5 6 3x4 3x4 3x4 2x4 0-0-5 0-0-5 7-2-2 7-1-13 3-7-1 3-7-1 7-2-2 3-7-1 0-0-4 2-11-14 0-0-4 10.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [3:0-0-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 122_BEAR_CREEK Truss V08 Truss Type Valley Qty 1 Ply 1 122 Bear Creek Job Reference (optional) I45090314 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:57 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-cPUttqBhn06lyMxqolqt1EvASLGAgnQmMwonkuzd0dG Scale = 1:11.1 1 2 3 3x4 3x4 3x4 0-0-5 0-0-5 3-11-12 3-11-7 1-11-14 1-11-14 3-11-12 1-11-14 0-0-4 1-7-14 0-0-4 10.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [2:0-2-0,Edge], [3:0-0-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 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 122_BEAR_CREEK Truss V09 Truss Type Valley Qty 2 Ply 1 122 Bear Creek Job Reference (optional) I45090315 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:58 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-4c2F4ACKYKEcaVV0MTM6aSSIflcIPDxvbaYKGKzd0dF Scale = 1:29.4 1 2 3 4 5 8 7 6 3x4 3x6 3x4 3x6 2x4 3x4 2-11-0 2-11-0 -0-6-0 0-6-0 1-5-8 1-5-8 2-11-0 1-5-8 3-5-0 0-6-0 3-11-13 5-2-6 3-11-13 10.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge], [4:0-3-4,0-0-0], [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 122_BEAR_CREEK Truss V09GE Truss Type VALLEY Qty 2 Ply 1 122 Bear Creek Job Reference (optional) I45090316 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:59 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-YoceIWDyJeMSBf4CwAtL6f?SA8_G8cI3qEHuomzd0dE Scale = 1:36.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 7 6 10 9 8 11 12 13 4x6 3x4 3x4 4x6 2x4 3x4 4x6 4x6 2-0-0 4-0-0 2-11-0 2-11-0 -0-6-0 0-6-0 1-5-8 1-5-8 2-11-0 1-5-8 3-5-0 0-6-0 5-3-13 6-6-6 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 122_BEAR_CREEK Truss V10 Truss Type Valley Qty 2 Ply 1 122 Bear Creek Job Reference (optional) I45090317 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:47:59 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-YoceIWDyJeMSBf4CwAtL6f?V68_U8hE3qEHuomzd0dE Scale = 1:22.5 1 2 3 4 5 8 7 6 3x4 3x4 3x4 3x4 2x4 3x4 2-11-0 2-11-0 -0-6-0 0-6-0 1-5-8 1-5-8 2-11-0 1-5-8 3-5-0 0-6-0 2-7-13 3-10-6 2-7-13 10.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [4:0-2-0,0-1-4], [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 122_BEAR_CREEK Truss V11 Truss Type Valley Qty 2 Ply 1 122 Bear Creek Job Reference (optional) I45090318 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:48:00 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-0_A0VsDa3xUJppfOTtOaftXiBYK?t8xC2u1RLDzd0dD Scale = 1:15.6 1 2 3 4 5 8 7 6 3x4 3x4 3x4 3x4 2x4 3x4 2-11-0 2-11-0 -0-6-0 0-6-0 1-5-8 1-5-8 2-11-0 1-5-8 3-5-0 0-6-0 1-3-13 2-6-6 1-3-13 10.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [4:0-2-0,0-1-4], [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 122_BEAR_CREEK Truss V12 Truss Type Valley Qty 2 Ply 1 122 Bear Creek Job Reference (optional) I45090319 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:48:01 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-VBkOjCECqFcARzEb1bvpC44sByfDcaPMHYm_tfzd0dC Scale = 1:8.8 1 2 3 3x4 3x4 3x4 0-0-5 0-0-5 2-10-9 2-10-4 1-5-5 1-5-5 2-10-9 1-5-5 0-0-4 1-2-6 0-0-4 10.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [2:0-2-0,Edge], [3:0-0-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 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 122_BEAR_CREEK Truss V13 Truss Type Valley Qty 1 Ply 1 122 Bear Creek Job Reference (optional) I45090320 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 09:48:01 2021 Page 1 ID:7p1yGKCmG7u_ciwpMABd00zbMnB-VBkOjCECqFcARzEb1bvpC44pFyeccaPMHYm_tfzd0dC Scale = 1:8.6 1 2 3 3x4 3x4 3x4 3-6-2 3-6-2 0-0-4 1-2-1 4.00 12 Plate Offsets (X,Y)-- [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB 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 04/29/21 Matrix-P 0.23 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-5-6, 3=3-5-6 Max Horz 1=28(LC 7) Max Uplift 1=-3(LC 6), 3=-8(LC 10) Max Grav 1=109(LC 1), 3=109(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 04/29/21 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.04 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-10-0, 3=2-10-0 Max Horz 1=-17(LC 6) Max Grav 1=92(LC 1), 3=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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 04/29/21 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.05 0.04 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4 4 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=2-11-0, 6=2-11-0, 7=2-11-0 Max Horz 8=60(LC 9) Max Uplift 8=-25(LC 10), 6=-25(LC 11) Max Grav 8=95(LC 23), 6=95(LC 24), 7=100(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. March 8,2021 04/29/21 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.14 0.12 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4 4 6 l/defl n/r n/r n/a L/d 180 120 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 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=2-11-0, 6=2-11-0, 7=2-11-0 Max Horz 8=-95(LC 8) Max Uplift 8=-44(LC 6), 6=-44(LC 7) Max Grav 8=118(LC 18), 6=118(LC 17), 7=103(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. March 8,2021 04/29/21 5-3-13 10.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [4:0-2-0,0-1-4], [6:0-2-0,0-2-0], [7:0-2-0,0-2-0], [9:0-0-0,0-1-4], [9:0-3-0,0-1-8], [10:0-0-0,0-1-4], [10:0-2-8,0-1-8], [11:0-1-4,0-0-0], [12:0-1-4 ,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.33 0.07 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4 4 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 8 REACTIONS. (size) 7=2-11-0, 6=2-11-0 Max Horz 7=-164(LC 8) Max Uplift 7=-153(LC 6), 6=-153(LC 7) Max Grav 7=305(LC 18), 6=291(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-10=-445/431, 6-9=-473/446 WEBS 7-11=-602/536, 6-12=-616/567 NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=153, 6=153. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). ND March 8,2021 04/29/21 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.31 0.25 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4 4 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=2-11-0, 6=2-11-0, 7=2-11-0 Max Horz 8=-130(LC 8) Max Uplift 8=-97(LC 6), 6=-97(LC 7) Max Grav 8=161(LC 18), 6=161(LC 17), 7=104(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. March 8,2021 04/29/21 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-11-2, 3=3-11-2 Max Horz 1=-25(LC 6) Max Grav 1=136(LC 1), 3=136(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 04/29/21 Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.36 0.18 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=7-1-9, 3=7-1-9, 4=7-1-9 Max Horz 1=-49(LC 6) Max Uplift 1=-12(LC 11), 3=-18(LC 11) Max Grav 1=150(LC 1), 3=150(LC 1), 4=228(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-7 to 3-3-7, Exterior(2R) 3-3-7 to 3-10-11, Exterior(2E) 3-10-11 to 6-10-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 04/29/21 Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.27 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=10-3-15, 3=10-3-15, 4=10-3-15 Max Horz 1=-72(LC 6) Max Uplift 1=-2(LC 10), 3=-9(LC 11) Max Grav 1=192(LC 1), 3=192(LC 1), 4=385(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-9 to 3-4-9, Exterior(2R) 3-4-9 to 6-11-15, Exterior(2E) 6-11-15 to 9-11-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 04/29/21 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.31 0.10 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 36 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 13-6-5. (lb) - Max Horz 1=-96(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=317(LC 17), 6=317(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-9 to 3-4-9, Interior(1) 3-4-9 to 3-9-8, Exterior(2R) 3-9-8 to 9-9-8, Interior(1) 9-9-8 to 10-2-6, Exterior(2E) 10-2-6 to 13-2-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 8,2021 04/29/21 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.20 0.27 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-8: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 16-8-12. (lb) - Max Horz 1=-119(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 9=-116(LC 10), 6=-116(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=335(LC 20), 9=483(LC 17), 6=483(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-295/158, 4-6=-290/157 NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 5-4-11, Exterior(2R) 5-4-11 to 11-4-11, Interior(1) 11-4-11 to 13-4-8, Exterior(2E) 13-4-8 to 16-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 116 lb uplift at joint 9 and 116 lb uplift at joint 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 04/29/21 BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.17 0.23 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 65 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-11: 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 19-11-12. (lb) - Max Horz 1=-143(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 13, 8 except 12=-107(LC 10), 9=-107(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=360(LC 20), 12=450(LC 17), 13=315(LC 17), 9=451(LC 18), 8=314(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-278/156, 5-9=-277/156 NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 6-11-14, Exterior(2R) 6-11-14 to 12-11-14, Interior(1) 12-11-14 to 16-6-14, Exterior(2E) 16-6-14 to 19-6-14 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) 12=107, 9=107. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 04/29/21 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.16 0.21 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 79 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 23-1-9. (lb) - Max Horz 1=-167(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 13, 8 except 11=-103(LC 10), 9=-103(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=364(LC 20), 11=474(LC 17), 13=398(LC 17), 9=472(LC 18), 8=399(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-271/154, 5-9=-271/153 NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 3-7-1, Interior(1) 3-7-1 to 8-7-1, Exterior(2R) 8-7-1 to 14-7-1, Interior(1) 14-7-1 to 19-7-1, Exterior(2E) 19-7-1 to 22-9-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 13, 8 except (jt=lb) 11=103, 9=103. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 04/29/21 0-0-4 10.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge], [6:0-0-0,0-0-0], [7:0-2-0,Edge], [8:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.39 0.23 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 87 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 26-3-15. (lb) - Max Horz 1=192(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 14, 11 except 15=-120(LC 10), 10=-120(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 12=406(LC 20), 14=438(LC 17), 15=529(LC 17), 11=438(LC 18), 10=529(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-257/147, 2-15=-288/158, 6-11=-257/147, 8-10=-288/158 NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-9 to 3-4-9, Interior(1) 3-4-9 to 10-2-4, Exterior(2R) 10-2-4 to 16-2-4, Interior(1) 16-2-4 to 23-0-0, Exterior(2E) 23-0-0 to 26-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 14, 11 except (jt=lb) 15=120, 10=120. 6) Non Standard bearing condition. Review required. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 04/29/21 2x4 2x4 2x4 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x8 2x4 2x4 10-5-8 10-5-8 20-11-0 10-5-8 -0-11-0 0-11-0 5-3-1 5-3-1 10-5-8 5-2-7 15-7-15 5-2-7 20-11-0 5-3-1 21-10-0 0-11-0 1-3-0 9-11-9 1-3-0 10.00 12 Plate Offsets (X,Y)-- [2:0-1-9,0-1-12], [3:0-1-12,0-1-8], [5:0-1-12,0-1-8], [6:0-1-9,0-1-12], [8:Edge,0-2-0], [12:0-3-0,0-0-8], [25:0-3-0,0-0-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.43 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 0.01 (loc) 9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 314 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* 4-9: 2x4 SPF No.2, 5-9,3-9: 2x4 SPF-S Stud, 2-11,6-8: 2x6 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-10 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=-196(LC 6) Max Uplift 11=-75(LC 8), 8=-75(LC 9) Max Grav 11=845(LC 1), 8=845(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-862/99, 3-4=-676/134, 4-5=-676/134, 5-6=-862/99, 2-11=-723/102, 6-8=-723/102 BOT CHORD 9-11=-76/639, 8-9=-4/581 WEBS 4-9=-83/492 NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Vertical gable studs spaced at 1-4-0 oc and horizontal gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 11 and 75 lb uplift at joint 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 29 lb down and 71 lb up at 0-10-1, and 29 lb down and 71 lb up at 20-0-15 on top chord, and 10 lb down and 11 lb up at 0-10-1, 10 lb down and 11 lb up at 2-5-8, 10 lb down and 11 lb up at 4-5-8, 10 lb down and 11 lb up at 6-5-8, 10 lb down and 11 lb up at 8-5-8, 10 lb down and 11 lb up at 10-5-8, 10 lb down and 11 lb up at 12-5-8, 10 lb down and 11 lb up at 14-5-8, 10 lb down and 11 lb up at 16-5-8, and 10 lb down and 11 lb up at 18-5-8, and 10 lb down and 11 lb up at 20-0-15 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 Continued proprietary on page methods 2 (e.g. Stabilizer, etc.). March 8,2021 04/29/21 5x10 MT18HS 12x18 MT18HS 3x8 3x8 11-8-6 11-8-6 16-4-0 4-7-10 18-0-10 1-8-10 29-9-0 11-8-6 -1-0-0 1-0-0 5-2-14 5-2-14 11-8-6 6-5-9 18-0-10 6-4-3 23-9-8 5-8-14 24-6-2 0-8-10 29-9-0 5-2-14 30-9-0 1-0-0 1-3-0 11-0-0 1-3-0 11-0-0 10.00 12 Plate Offsets (X,Y)-- [6:0-4-4,0-2-0], [7:0-6-4,0-2-0], [11:0-1-12,0-1-7], [13:Edge,0-3-4], [17:Edge,0-2-0], [26:0-2-0,0-0-14], [48:0-2-0,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.69 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.36 0.03 (loc) 13-14 13-14 13 l/defl >999 >971 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 539 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-17,4-17,11-13,10-13,9-58: 2x4 SPF-S Stud 3-59,60-61,62-63,63-64,64-65: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-9 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-16, 10-14, 10-13 JOINTS 1 Brace at Jt(s): 60, 61 REACTIONS. (size) 17=0-5-8, 13=0-3-8 Max Horz 17=215(LC 7) Max Uplift 17=-71(LC 8), 13=-15(LC 9) Max Grav 17=1286(LC 42), 13=1342(LC 43) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-472/42, 3-4=-518/54, 4-6=-1233/96, 6-7=-866/124, 7-9=-1216/80, 9-10=-1273/59, 10-11=-579/85, 2-17=-439/73, 11-13=-531/94 BOT CHORD 16-17=-120/1098, 14-16=0/946, 13-14=0/974 WEBS 16-63=-21/448, 6-63=-20/448, 14-58=0/392, 58-65=-12/491, 7-65=-12/491, 17-59=-1043/85, 59-60=-1011/122, 4-60=-1005/80, 10-13=-965/15 NOTES- (15-16) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Vertical gable studs spaced at 1-4-0 oc and horizontal gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 lb uplift at joint 17 and 15 lb uplift at joint 13. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 March 8,2021 04/29/21 11-8-6 5-3-2 18-0-10 6-4-3 23-3-11 5-3-2 29-9-0 6-5-5 1-3-0 11-0-0 1-3-0 11-0-0 10.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-2-0], [2:0-2-0,0-1-12], [3:0-4-4,0-2-0], [4:0-6-0,0-1-12], [5:0-1-8,0-1-8], [6:0-1-12,0-2-0], [7:0-2-14,0-3-0], [8:0-3-8,0-8-0], [10:0-8-0,0-2-12], [11:0-8-0,0-6-0], [12:0-3-8,0-7-12], [13:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.56 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.16 0.02 (loc) 8-10 8-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 479 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x10 SP No.1 *Except* 7-9: 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-11,5-10,1-12,6-8: 2x4 SPF-S Stud, 4-11: 2x4 SPF 2100F 1.8E 1-13,6-7: 2x10 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-11, 4-11, 5-10 REACTIONS. (size) 13=0-5-8, 11=0-3-8, 7=0-3-8 Max Horz 13=195(LC 35) Max Grav 13=4695(LC 23), 11=15618(LC 2), 7=7375(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2492/0, 2-3=0/1592, 3-4=0/1246, 4-5=-2564/0, 5-6=-5762/0, 1-13=-1723/0, 6-7=-4103/0 BOT CHORD 12-13=0/1579, 11-12=0/1845, 10-11=0/2003, 8-10=0/4351, 7-8=0/2383 WEBS 2-12=0/5226, 2-11=-4244/0, 3-11=-1257/0, 4-11=-6815/0, 4-10=0/7292, 5-10=-3678/0, 5-8=0/4521, 1-12=0/270, 6-8=0/1994 NOTES- (12-13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x10 - 3 rows staggered at 0-2-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 March 8,2021 04/29/21 Plate Offsets (X,Y)-- [1:0-2-7,0-1-4], [3:0-3-0,0-2-8], [5:0-3-3,0-1-4], [7:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.57 0.58 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.22 0.08 (loc) 7-10 7-10 5 l/defl >999 >895 n/a L/d 240 180 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 4-5-1, Right 2x4 SPF-S Stud 4-5-1 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 1=0-3-8, 5=0-3-8 Max Horz 1=-41(LC 11) Max Uplift 1=-12(LC 6), 5=-35(LC 7) Max Grav 1=668(LC 1), 5=727(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1672/252, 3-5=-1672/254 BOT CHORD 1-7=-165/1621, 5-7=-165/1620 WEBS 3-7=0/684 NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 5-4-8, Exterior(2R) 5-4-8 to 11-4-8, Interior(1) 11-4-8 to 14-8-0, Exterior(2E) 14-8-0 to 17-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 1, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 1 and 35 lb uplift at joint 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) 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.). March 8,2021 04/29/21 Plate Offsets (X,Y)-- [2:0-2-7,Edge], [4:0-3-0,0-2-4], [6:0-4-13,Edge], [8:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.60 0.62 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.24 0.10 (loc) 8-11 8-11 6 l/defl >999 >840 n/a L/d 240 180 n/a PLATES MT20 Weight: 46 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, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 2=0-3-8, 6=0-3-8 Max Horz 2=37(LC 10) Max Uplift 2=-35(LC 6), 6=-35(LC 7) Max Grav 2=725(LC 1), 6=725(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1715/229, 4-6=-1715/229 BOT CHORD 2-8=-142/1588, 6-8=-142/1588 WEBS 4-8=0/666 NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 5-4-8, Exterior(2R) 5-4-8 to 11-4-8, Interior(1) 11-4-8 to 14-8-0, Exterior(2E) 14-8-0 to 17-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 2 and 35 lb uplift at joint 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) 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.). March 8,2021 04/29/21 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.51 0.25 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 48 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=0-3-8, 5=0-3-8 Max Horz 7=-124(LC 8) Max Uplift 5=-1(LC 11) Max Grav 7=462(LC 1), 5=532(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-444/80, 2-3=-451/84, 1-7=-410/72, 3-5=-480/105 NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 8-11-8, Interior(1) 8-11-8 to 9-10-0, Exterior(2E) 9-10-0 to 12-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 5. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 04/29/21 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.52 0.25 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=0-3-8, 6=0-3-8 Max Horz 8=-130(LC 8) Max Uplift 8=-2(LC 10), 6=-2(LC 11) Max Grav 8=529(LC 1), 6=529(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-447/85, 3-4=-447/85, 2-8=-477/105, 4-6=-477/105 BOT CHORD 7-8=-133/255 NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-11-8, Exterior(2R) 2-11-8 to 8-11-8, Interior(1) 8-11-8 to 9-10-0, Exterior(2E) 9-10-0 to 12-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 8 and 2 lb uplift at joint 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 8,2021 04/29/21 8-6-5 8-6-5 16-4-8 7-10-3 21-6-8 5-2-0 29-4-13 7-10-5 37-7-8 8-2-11 -0-11-0 0-11-0 2-2-1 2-2-1 8-6-5 6-4-4 16-4-8 7-10-3 21-6-8 5-2-0 29-4-13 7-10-5 35-9-1 6-4-4 37-7-8 1-10-7 1-1-0 12-0-0 1-3-5 12-0-0 8.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [6:0-5-12,0-1-4], [7:0-7-12,0-2-0], [9:0-1-12,0-1-8], [10:0-2-6,0-1-8], [12:Edge,0-1-8], [19:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.90 0.78 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.61 0.08 (loc) 13-15 13-15 12 l/defl >999 >735 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 171 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8: 2x4 SP 2400F 2.0E, 1-5,8-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-17: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-16,6-15,7-15: 2x4 SPF No.2, 11-12,2-19: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-8-1 max.): 6-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-16, 6-15, 9-15 REACTIONS. (size) 12=Mechanical, 19=0-3-8 Max Horz 19=215(LC 7) Max Grav 12=1723(LC 18), 19=1790(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-330/0, 3-4=-2252/4, 4-6=-1731/74, 6-7=-1363/98, 7-9=-1703/74, 9-10=-2198/0, 11-12=0/254 BOT CHORD 18-19=-46/1878, 16-18=-46/1878, 15-16=0/1405, 13-15=0/1693, 12-13=0/1693 WEBS 4-18=0/408, 4-16=-606/160, 6-16=-27/649, 7-15=-5/592, 9-15=-532/160, 9-13=0/389, 3-19=-2061/0, 10-12=-2163/0 NOTES- (12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-1, Interior(1) 2-1-1 to 12-1-9, Exterior(2R) 12-1-9 to 25-9-7, Interior(1) 25-9-7 to 34-4-12, Exterior(2E) 34-4-12 to 37-4-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 6 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). March 8,2021 04/29/21 3x8 2x4 5x12 4x6 3x4 5x12 3x6 3x6 5x12 3x6 5x12 3x6 8-6-5 8-6-5 16-4-8 7-10-3 18-6-10 2-2-2 21-6-8 2-11-14 22-7-8 1-1-0 29-4-11 6-9-3 37-11-0 8-6-5 -0-11-0 0-11-0 2-2-1 2-2-1 8-6-5 6-4-4 16-4-8 7-10-3 18-6-10 2-2-2 21-6-8 2-11-14 22-7-8 1-1-0 29-4-11 6-9-3 35-8-15 6-4-4 37-11-0 2-2-1 38-10-0 0-11-0 1-1-0 12-0-0 1-1-0 3-0-0 12-0-0 8.00 12 Plate Offsets (X,Y)-- [3:0-0-11,0-1-8], [4:0-1-12,0-1-8], [6:0-6-0,0-1-8], [7:0-5-8,0-1-12], [10:0-1-12,0-1-8], [11:0-0-11,0-1-8], [14:Edge,0-2-4], [15:0-2-4,0-2-0], [19:0-5-12,0-2-8] , [20:0-2-0,0-0-8], [22:0-2-0,0-0-8], [23:0-5-12,0-2-8], [26:0-2-8,0-1-8], [27:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.75 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.58 0.19 (loc) 18 19-20 14 l/defl >999 >774 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 195 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-7: 2x4 SPF No.2, 1-5,9-13: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 25-27,14-16: 2x4 SPF 2100F 1.8E, 20-22: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-24: 2x4 SPF No.2, 2-27,12-14: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-13 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 22-24,15-17. 1 Row at midpt 8-19 10-0-0 oc bracing: 19-20, 17-19 WEBS 1 Row at midpt 7-23, 4-23 JOINTS 1 Brace at Jt(s): 20, 19, 23 REACTIONS. (size) 27=0-3-8, 14=0-3-8 Max Horz 27=231(LC 9) Max Grav 27=1818(LC 17), 14=1834(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2298/0, 4-6=-2375/0, 6-7=-1942/19, 7-8=-2622/7, 8-10=-2589/0, 10-11=-2311/0 BOT CHORD 26-27=-3/1921, 20-23=0/1956, 19-20=0/1942, 17-19=0/254, 8-19=-412/113, 14-15=0/1796 WEBS 4-26=-449/90, 23-24=0/338, 6-23=0/912, 15-19=0/1974, 10-19=-45/437, 10-15=-585/24, 7-19=-62/1453, 23-26=-2/2039, 3-27=-2222/0, 11-14=-2246/0 NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-1, Interior(1) 2-1-1 to 12-1-9, Exterior(2R) 12-1-9 to 25-9-7, Interior(1) 25-9-7 to 35-9-15, Exterior(2E) 35-9-15 to 38-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 04/29/21 3x6 3x6 5x10 MT18HS 3x6 5x12 3x6 8-6-5 8-6-5 16-4-8 7-10-3 18-6-10 2-2-2 21-6-8 2-11-14 22-7-8 1-1-0 29-4-11 6-9-3 37-11-0 8-6-5 -0-11-0 0-11-0 2-2-1 2-2-1 8-6-5 6-4-4 16-4-8 7-10-3 18-6-10 2-2-2 21-6-8 2-11-14 22-7-8 1-1-0 29-4-11 6-9-3 35-8-15 6-4-4 37-11-0 2-2-1 38-10-0 0-11-0 1-1-0 12-0-0 1-1-0 3-0-0 12-0-0 8.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [6:0-6-0,0-1-8], [7:0-5-8,0-1-12], [10:0-1-12,0-1-8], [14:Edge,0-2-0], [15:0-2-4,0-2-0], [17:0-5-12,0-2-8], [18:0-2-0,0-0-8], [20:0-2-0,0-0-8], [21:0-5-12,0-2-8], [24:0-2-8,0-1-8], [25:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.69 0.68 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.51 0.18 (loc) 17-18 17-18 14 l/defl >999 >890 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 184 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 23-25,14-16: 2x4 SPF 2100F 1.8E, 18-20: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-22: 2x4 SPF No.2, 2-25,12-14: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-0-1 max.): 6-7. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 8-17 WEBS 1 Row at midpt 7-21, 4-21 JOINTS 1 Brace at Jt(s): 21 REACTIONS. (size) 25=0-3-8, 14=0-3-8 Max Horz 25=-231(LC 8) Max Grav 25=1769(LC 17), 14=1770(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-333/0, 3-4=-2213/0, 4-6=-2266/6, 6-7=-1850/44, 7-8=-2431/47, 8-10=-2425/0, 10-11=-2207/0, 11-12=-330/0 BOT CHORD 24-25=-18/1857, 18-21=0/1840, 17-18=0/1824, 8-17=-365/108, 14-15=0/1718 WEBS 4-24=-444/93, 21-22=0/341, 6-21=0/853, 15-17=0/1863, 10-17=-64/367, 10-15=-567/37, 7-17=-90/1270, 21-24=-18/1972, 3-25=-2018/0, 11-14=-2024/7 NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-1, Interior(1) 2-1-1 to 12-1-9, Exterior(2R) 12-1-9 to 25-9-7, Interior(1) 25-9-7 to 35-9-15, Exterior(2E) 35-9-15 to 38-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 6 = 4% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 04/29/21 16-4-8 7-10-3 21-6-8 5-2-0 29-4-11 7-10-3 37-11-0 8-6-5 -0-11-0 0-11-0 2-2-1 2-2-1 8-6-5 6-4-4 16-4-8 7-10-3 21-6-8 5-2-0 29-4-11 7-10-3 35-8-15 6-4-4 37-11-0 2-2-1 38-10-0 0-11-0 1-1-0 12-0-0 1-1-0 12-0-0 8.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [6:0-5-12,0-2-0], [7:0-6-0,0-1-8], [9:0-1-12,0-1-8], [13:Edge,0-1-12], [20:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.97 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.57 0.11 (loc) 17-19 17-19 13 l/defl >999 >790 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 178 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-7: 2x4 SPF No.2, 1-5,8-12: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-17,6-16,7-16,2-20,11-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-13 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-17, 6-16, 9-16 REACTIONS. (size) 20=0-3-8, 13=0-3-8 Max Horz 20=-229(LC 8) Max Grav 20=1804(LC 17), 13=1802(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2313/0, 4-6=-1751/72, 6-7=-1394/96, 7-9=-1748/72, 9-10=-2309/0 BOT CHORD 19-20=-21/1934, 17-19=-21/1934, 16-17=0/1448, 14-16=0/1802, 13-14=0/1802 WEBS 4-19=0/448, 4-17=-636/161, 6-17=-25/658, 7-16=-3/624, 9-16=-635/161, 9-14=0/447, 3-20=-2202/0, 10-13=-2198/0 NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-2, Interior(1) 2-1-2 to 12-1-9, Exterior(2R) 12-1-9 to 25-9-7, Interior(1) 25-9-7 to 35-9-15, Exterior(2E) 35-9-15 to 38-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 04/29/21 10.00 12 Plate Offsets (X,Y)-- [7:Edge,0-1-8], [10: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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.65 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.53 0.02 (loc) 8-10 8-10 7 l/defl >797 >467 n/a L/d 240 180 n/a PLATES MT20 Weight: 89 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-9: 2x4 SPF 2100F 1.8E 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=191(LC 7) Max Grav 10=989(LC 17), 7=928(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-419/84, 3-4=-825/89, 4-5=-826/89, 5-6=-381/55, 2-10=-415/87, 6-7=-325/54 BOT CHORD 8-10=-49/757, 7-8=0/677 WEBS 4-8=-23/672, 3-10=-652/4, 5-7=-677/19 NOTES- (6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 7-5-8, Exterior(2R) 7-5-8 to 13-5-8, Interior(1) 13-5-8 to 17-9-4, Exterior(2E) 17-9-4 to 20-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 04/29/21 0-11-0 1-3-0 9-11-9 1-3-0 10.00 12 Plate Offsets (X,Y)-- [8:Edge,0-1-8], [11: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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.65 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.53 0.02 (loc) 9-11 9-11 8 l/defl >797 >467 n/a L/d 240 180 n/a PLATES MT20 Weight: 90 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF 2100F 1.8E 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=197(LC 9) Max Grav 11=988(LC 17), 8=988(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-419/84, 3-4=-823/89, 4-5=-823/89, 5-6=-413/86, 2-11=-415/87, 6-8=-411/88 BOT CHORD 9-11=-39/763, 8-9=0/679 WEBS 4-9=-23/667, 3-11=-650/4, 5-8=-655/2 NOTES- (6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 7-5-8, Exterior(2R) 7-5-8 to 13-5-8, Interior(1) 13-5-8 to 18-10-0, Exterior(2E) 18-10-0 to 21-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 04/29/21 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.06 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 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 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 6-4-3. (lb) - Max Horz 1=-44(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 5, 4 except 1=-121(LC 17), 2=-100(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=268(LC 17), 4=256(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 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 except (jt=lb) 1=121, 2=100. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). March 8,2021 04/29/21 Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 5-2-0. (lb) - Max Horz 1=27(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 2, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 2, 4 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 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) 1, 5, 2, 4. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). March 8,2021 04/29/21 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.03 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 6-4-3. (lb) - Max Horz 1=-44(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 5, 4 except 1=-121(LC 17), 2=-100(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=268(LC 17), 4=256(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) 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. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 4-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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) 5, 4 except (jt=lb) 1=121, 2=100. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). March 8,2021 04/29/21 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 5-2-0. (lb) - Max Horz 1=27(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 2, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 2, 4 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss 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, 2, 4. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). March 8,2021 04/29/21 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.17 0.12 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=42(LC 6) Max Uplift 5=-27(LC 6), 4=-16(LC 10) Max Grav 5=221(LC 1), 4=139(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 04/29/21 Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.30 0.17 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.01 (loc) 5-6 5-6 8 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* 2-6: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-0, 8=0-1-8 Max Horz 6=50(LC 6) Max Uplift 6=-67(LC 6), 8=-47(LC 6) Max Grav 6=291(LC 1), 8=202(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-7=-260/207, 2-6=-253/186 NOTES- (8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 5-5-4 zone; cantilever left and right exposed ; end vertical left exposed; porch 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) 8 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) 8. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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.). March 8,2021 04/29/21 Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.06 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 5-6 5-6 8 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 2x3 SPF No.2 *Except* 2-6: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-0, 8=0-1-8 Max Horz 6=33(LC 6) Max Uplift 6=-54(LC 6), 8=-26(LC 6) Max Grav 6=214(LC 1), 8=119(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 3-5-4 zone; cantilever left and right exposed ; end vertical left exposed; porch 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) 8 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) 8. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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.). March 8,2021 04/29/21 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 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 1-0-0 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=30(LC 7) Max Uplift 3=-13(LC 10), 4=-8(LC 7) Max Grav 5=138(LC 1), 3=7(LC 8), 4=15(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 04/29/21 2x4 2x4 2x4 2x4 2x4 8-4-8 8-4-8 16-9-0 8-4-8 -0-11-0 0-11-0 8-4-8 8-4-8 16-9-0 8-4-8 17-8-0 0-11-0 0-9-0 3-6-8 0-9-0 1-4-3 4.00 12 2.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.14 0.12 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 100 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 16-9-0. (lb) - Max Horz 20=25(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 20, 16, 12, 17, 18, 15 except 19=329(LC 23), 13=329(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 5-4-8, Corner(3R) 5-4-8 to 11-4-8, Exterior(2N) 11-4-8 to 14-8-0, Corner(3E) 14-8-0 to 17-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12, 17, 18, 19, 15, 14, 13. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 16, 17, 18, 19, 15, 14, 13. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 8,2021 04/29/21 2x4 2x4 2x4 11-11-0 11-11-0 -0-11-0 0-11-0 5-11-8 5-11-8 11-11-0 5-11-8 12-10-0 0-11-0 1-3-0 6-2-9 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.12 0.05 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 148 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 11-11-0. (lb) - Max Horz 24=-130(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=-141(LC 6), 14=-120(LC 7), 23=-140(LC 7), 15=-124(LC 6) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 1-11-8, Exterior(2N) 1-11-8 to 2-11-8, Corner(3R) 2-11-8 to 8-11-8, Exterior(2N) 8-11-8 to 9-10-0, Corner(3E) 9-10-0 to 12-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 21, 22, 18, 17, 16 except (jt=lb) 24=141, 14=120, 23=140, 15=124. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 04/29/21 45 44 43 42 41 40 39 38 37 36 35 34 3x4 3x4 3x6 5x6 5x6 3x4 3x4 3x6 5x6 3x6 37-7-8 37-7-8 -0-11-0 0-11-0 16-4-8 16-4-8 21-6-8 5-2-0 37-7-8 16-1-0 1-1-0 12-0-0 1-3-5 12-0-0 8.00 12 Plate Offsets (X,Y)-- [15:0-1-12,0-1-3], [16:0-3-12,0-2-0], [16:0-0-0,0-1-12], [20:0-4-4,0-2-4], [25:0-0-0,0-1-12], [25:0-2-4,0-3-4], [26:0-1-8,0-0-0], [34:Edge,0-2-8], [45:0-2-8 ,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.21 0.09 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 1 1 34 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 828 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* 33-34: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 20-47,19-48,18-49,17-50,15-51,14-52,21-46: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 16-20. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 20-47, 19-48, 18-49, 17-50, 15-51, 14-52, 13-54, 12-55, 21-46, 22-44, 23-43 REACTIONS. All bearings 37-7-8. (lb) - Max Horz 64=226(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 34, 48, 49, 50, 52, 54, 55, 56, 57, 58, 59, 60, 61, 62, 46, 44, 43, 42, 41, 40, 39, 38, 37, 36 except 64=-165(LC 6), 63=-149(LC 7), 35=-100(LC 11) Max Grav All reactions 250 lb or less at joint(s) 34, 47, 48, 49, 50, 51, 52, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 46, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35 except 64=254(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-14=-170/271, 14-15=-187/296, 16-17=-161/260, 17-18=-161/260, 18-19=-161/260, 19-20=-161/260, 20-21=-185/295, 21-22=-173/276 NOTES- (14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 13-4-8, Corner(3R) 13-4-8 to 24-6-8, Exterior(2N) 24-6-8 to 34-6-4, Corner(3E) 34-6-4 to 37-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 34, 48, 49, 50, 52, 54, 55, 56, 57, 58, 59, 60, 61, 62, 46, 44, 43, 42, 41, 40, 39, 38, 37, 36 except (jt=lb) 64=165, 63=149, 35=100. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and Continued referenced on page standard 2 ANSI/TPI 1. March 8,2021 04/29/21 45 44 43 42 41 40 39 38 37 36 35 34 3x4 3x4 5x8 5x6 5x8 3x4 3x4 3x6 5x6 3x6 37-11-0 37-11-0 -0-11-0 0-11-0 16-4-8 16-4-8 21-6-8 5-2-0 37-11-0 16-4-8 38-10-0 0-11-0 1-1-0 12-0-0 1-1-0 12-0-0 8.00 12 Plate Offsets (X,Y)-- [9:0-1-8,0-0-0], [10:0-3-4,0-3-4], [10:0-0-0,0-1-12], [15:0-4-4,0-2-4], [19:0-4-4,0-2-4], [24:0-0-0,0-1-12], [24:0-3-4,0-3-4], [25:0-1-8,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.18 0.08 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.01 (loc) 33 33 34 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 831 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 *Except* 17-49,16-50,15-51,14-52,18-48,19-47,20-46: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 15-19. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 17-49, 16-50, 15-51, 14-52, 13-54, 12-55, 18-48, 19-47, 20-46, 21-44, 22-43 REACTIONS. All bearings 37-11-0. (lb) - Max Horz 64=229(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 34, 49, 50, 52, 54, 55, 56, 57, 58, 59, 60, 61, 62, 46, 44, 43, 42, 41, 40, 39, 38, 37, 36 except 64=-126(LC 6), 63=-126(LC 10), 35=-108(LC 11) Max Grav All reactions 250 lb or less at joint(s) 64, 34, 49, 50, 51, 52, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 48, 47, 46, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-14=-159/270, 14-15=-174/293, 15-16=-151/256, 16-17=-150/256, 17-18=-150/256, 18-19=-151/256, 19-20=-174/293, 20-21=-159/270 NOTES- (14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 13-4-8, Corner(3R) 13-4-8 to 24-3-8, Exterior(2N) 24-3-8 to 35-10-0, Corner(3E) 35-10-0 to 38-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 34, 49, 50, 52, 54, 55, 56, 57, 58, 59, 60, 61, 62, 46, 44, 43, 42, 41, 40, 39, 38, 37, 36 except (jt=lb) 64=126, 63=126, 35=108. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 March 8,2021 04/29/21 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.04 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 24 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 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=3-11-8, 5=3-11-8, 6=3-11-8 Max Horz 7=56(LC 7) Max Uplift 7=-28(LC 6), 6=-20(LC 10) Max Grav 7=163(LC 1), 5=23(LC 1), 6=175(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 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 28 lb uplift at joint 7 and 20 lb uplift at joint 6. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 04/29/21