The URL can be used to link to this page

Home My WebLink AboutBldg B 3rd Floor Sealed Truss16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). March 29,2021 Liu, Xuegang Pages or sheets covered by this seal: I45389457 thru I45389476 My license renewal date for the state of Indiana is July 31, 2022. B21100774A ONYX+EAST- UWC BLDG B 3RD FLOOR IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774A Truss F09 Truss Type FLOOR Qty 40 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389457 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:25 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-549wfACTUDx7N9wDHRKg9flEN5npA?Nd1mrEGYzWSrq Scale = 1:40.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 29 30 3x16 MT18HS FP 2x4 4x8 2x4 2x4 2x4 3x6 FP 4x8 4x6 4x6 4x6 4x6 4x6 4x6 4x6 2x4 4x6 2x4 3x6 3x4 3x4 3x4 3x4 3x4 3x4 3x4 2x4 3x4 2x4 3x16 MT18HS FP 2-9-0 2-9-0 7-10-8 5-1-8 13-7-8 5-9-0 16-1-8 2-6-0 21-3-0 5-1-8 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774A Truss F10 Truss Type FLOOR Qty 6 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389458 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:26 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-ZHjIsWD6FW3z_JVPr8rvitILgUAuvSynFQano_zWSrp Scale = 1:36.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 27 3x16 MT18HS FP 2x4 4x6 2x4 3x6 FP 3x4 4x6 4x6 4x6 4x6 4x6 4x6 4x6 4x6 2x4 4x6 2x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 2x4 2x4 2-9-0 2-9-0 7-10-8 5-1-8 14-10-8 7-0-0 20-0-0 5-1-8 22-1-0 2-1-0 1-3-0 1-9-0 0-7-0 0-1-8 1-4-0 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 B21100774A Truss F11 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389459 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:27 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-1THg4sEk0qBqcS4cOsM8E4rWAuTmew_wU4KLKRzWSro Scale = 1:29.3 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 3x6 FP 2x4 3x6 2x4 3x6 4x6 3x6 FP 4x6 3x4 3x6 2x4 3x4 3x4 3x4 3x4 2x4 2x4 3x4 3x6 3x6 4x6 4x10 2-9-0 2-9-0 7-10-8 5-1-8 10-4-8 2-6-0 13-7-8 3-3-0 16-1-8 2-6-0 17-9-0 1-7-8 1-3-0 1-9-0 0-1-8 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774A Truss F12 Truss Type FLOOR Qty 9 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389460 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:28 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-Vfr2HBFMn8KhEcfoyZtNnINlnIpwNK?4jk3uttzWSrn Scale = 1:33.6 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 3x16 MT18HS FP 2x4 4x8 2x4 4x6 2x4 5x6 4x6 3x6 FP 4x6 4x6 4x6 2x4 3x4 3x4 3x4 3x4 2x4 2x4 3x4 3x6 3x6 4x6 4x6 2x4 5x8 20-2-8 20-2-8 1-3-0 1-9-0 1-2-8 0-1-8 0-1-8 1-4-0 1-4-0 Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,Edge], [13:0-1-8,Edge], [14:Edge,0-1-8], [18:0-1-8,0-0-0], [19:0-1-8,Edge], [24:Edge,0-1-8], [25:0-1-8,0-1-0], [26:0-1-8,0-1-0] LOADING (psf) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774A Truss F13 Truss Type FLOOR Qty 9 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389461 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:29 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-zsPQVXF_YRSYrmE_WHOcKVwvRi806oGDxOpRPJzWSrm Scale = 1:33.2 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 3x16 MT18HS FP 2x4 4x8 2x4 3x4 4x6 3x6 FP 4x6 4x6 4x6 2x4 3x4 3x4 3x4 3x4 2x4 2x4 3x4 3x6 3x6 4x6 4x6 2x4 5x8 5x6 19-11-0 19-11-0 1-3-0 1-9-0 0-11-0 0-1-8 1-4-0 1-4-0 Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,Edge], [18:0-1-8,0-0-0], [19:0-1-8,Edge], [24:Edge,0-1-8], [25:0-1-8,0-1-0] LOADING (psf) TCLL TCDL 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774A Truss F14 Truss Type Floor Qty 1 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389462 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:31 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-vEXBwDHE43iG54ONdiR4Pw?DFVrTalZWPhIYTCzWSrk Scale = 1:29.5 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 31 32 2x4 3x6 FP 3x4 8x8 4x8 3x6 FP 3x4 2x4 2x4 3x4 3x4 3x4 3x4 3x4 3x4 3x6 4x6 4x6 2x4 4x6 3x4 4x6 3-0-8 3-0-8 17-7-0 14-6-8 1-0-8 1-3-0 1-9-0 1-0-8 1-4-0 0-5-8 1-4-0 Plate Offsets (X,Y)-- [1:0-2-0,Edge], [6:0-1-8,Edge], [7:0-1-8,Edge], [16:0-1-8,0-0-0], [17:0-1-8,Edge], [21:0-1-8,Edge], [24:0-0-12,0-3-12] 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 B21100774A Truss FG15 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389463 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:32 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-OR4Z7ZIsqMq7iEzZBPyJx8YS1vByJ6XfeL160ezWSrj Scale = 1:41.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 30 29 28 27 26 25 24 23 22 21 20 19 18 17 31 32 6x8 3x16 MT18HS FP 3x16 MT18HS FP 2x4 SP 2x4 7x16 MT18HS 2x4 3x6 3x6 3x6 FP 3x8 FP 6x8 8x16 6x8 6x6 6x8 6x6 6x8 3x6 6x10 3x6 6x6 5x6 5x6 4x6 6x6 4x6 4x6 5x6 4x6 3x6 3x6 5x6 10-4-8 10-4-8 21-3-0 10-10-8 22-2-12 0-11-12 24-0-0 1-9-4 1-3-0 1-9-0 0-9-8 1-4-0 0-1-8 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774A Truss FG15 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389463 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:32 2021 Page 2 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-OR4Z7ZIsqMq7iEzZBPyJx8YS1vByJ6XfeL160ezWSrj LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 15=-2014(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-20, 1-15=-120, 15-16=-200 Concentrated Loads (lb) Vert: 15=-2014(B) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-20, 1-9=-120, 9-15=-40, 15-16=-120 Concentrated Loads (lb) Vert: 15=-2094(B) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-20, 1-8=-40, 8-15=-120, 15-16=-200 Concentrated Loads (lb) Vert: 15=-2014(B) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-20, 1-9=-120, 9-15=-40, 15-16=-120 Concentrated Loads (lb) Vert: 15=-2094(B) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-20, 1-8=-40, 8-15=-120, 15-16=-200 Concentrated Loads (lb) Vert: 15=-2014(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774A Truss FG16 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389464 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:35 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-o0milbKl7HCiZhh8sXV0ZmAvq79DWWp6KJGmczzWSrg Scale = 1:41.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 33 34 6x8 3x16 MT18HS FP 3x8 MT18HS SP 3x16 MT18HS FP 5x12 SP 2x4 7x16 MT18HS 2x4 3x6 3x6 3x6 FP 3x6 FP 6x10 9x22 MT18HS 6x8 6x8 8x10 3x6 8x8 6x10 5x8 8x16 10x10 6x8 6x8 10x10 10x10 6x8 6x16 10x10 3x6 5x6 5x6 5x12 8x10 7-10-8 7-10-8 10-4-8 2-6-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774A Truss FG16 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389464 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:35 2021 Page 2 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-o0milbKl7HCiZhh8sXV0ZmAvq79DWWp6KJGmczzWSrg LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-32=-20, 1-13=-120, 13-17=-200 Concentrated Loads (lb) Vert: 16=-1662(F) 13=-1125(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-32=-20, 1-13=-120, 13-17=-200 Concentrated Loads (lb) Vert: 16=-1662(F) 13=-1125(B) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-32=-20, 1-9=-120, 9-13=-40, 13-17=-120 Concentrated Loads (lb) Vert: 16=-1742(F) 13=-1205(B) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-32=-20, 1-8=-40, 8-13=-120, 13-17=-200 Concentrated Loads (lb) Vert: 16=-1662(F) 13=-1125(B) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-32=-20, 1-9=-120, 9-13=-40, 13-17=-120 Concentrated Loads (lb) Vert: 16=-1742(F) 13=-1205(B) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-32=-20, 1-8=-40, 8-13=-120, 13-17=-200 Concentrated Loads (lb) Vert: 16=-1662(F) 13=-1125(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774A Truss FG17 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389465 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:38 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-CaSqOcMdQCaGR9QjYg3jBPoSJKIHjrTY0HUQDIzWSrd Scale = 1:34.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 28 29 3x8 MT18HS FP 2x4 4x8 2x4 3x6 3x6 FP 5x8 5x8 4x8 12x12 2x4 3x6 4x6 4x6 4x6 3x6 3x6 4x6 4x6 5x6 6x8 5x6 3x12 3x6 8x16 8x8 8x8 8x10 7-10-8 7-10-8 10-4-8 2-6-0 13-7-8 3-3-0 16-1-8 2-6-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774A Truss FG17 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389465 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:38 2021 Page 2 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-CaSqOcMdQCaGR9QjYg3jBPoSJKIHjrTY0HUQDIzWSrd LOAD CASE(S) Standard 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-20, 1-13=-120, 13-15=-200 Concentrated Loads (lb) Vert: 13=-1012(F) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-20, 1-9=-120, 9-13=-40, 13-15=-120 Concentrated Loads (lb) Vert: 13=-1092(F) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-20, 1-8=-40, 8-13=-120, 13-15=-200 Concentrated Loads (lb) Vert: 13=-1012(F) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-20, 1-9=-120, 9-13=-40, 13-15=-120 Concentrated Loads (lb) Vert: 13=-1092(F) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-20, 1-8=-40, 8-13=-120, 13-15=-200 Concentrated Loads (lb) Vert: 13=-1012(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774A Truss FG18 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389466 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:39 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-gn0CbyNFBWi72I?v5NaykcLdWkZ6SLahFxEzmkzWSrc Scale = 1:41.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 30 29 28 27 26 25 24 23 22 21 20 19 18 17 31 32 6x8 3x16 MT18HS FP 3x16 MT18HS FP 2x4 SP 2x4 7x16 MT18HS 2x4 3x6 3x6 3x6 FP 3x6 FP 8x14 MT18HS 6x8 8x14 MT18HS 6x10 6x10 6x8 3x6 6x16 3x6 6x8 4x6 4x6 6x6 6x10 5x6 6x6 6x8 5x6 3x6 3x6 5x6 8x16 10-4-8 10-4-8 20-0-12 9-8-4 21-3-0 1-2-4 24-0-0 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 B21100774A Truss FG18 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389466 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:39 2021 Page 2 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-gn0CbyNFBWi72I?v5NaykcLdWkZ6SLahFxEzmkzWSrc LOAD CASE(S) Standard Uniform Loads (plf) Vert: 17-30=-13, 1-14=-80, 14-16=-160 Concentrated Loads (lb) Vert: 14=-2363(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-80, 14-16=-160 Concentrated Loads (lb) Vert: 14=-2363(F) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-13, 1-9=-80, 9-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-2416(F) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-13, 1-8=-27, 8-14=-80, 14-16=-160 Concentrated Loads (lb) Vert: 14=-2363(F) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-13, 1-9=-80, 9-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-2416(F) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-13, 1-8=-27, 8-14=-80, 14-16=-160 Concentrated Loads (lb) Vert: 14=-2363(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774A Truss FG19 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389467 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:40 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-9zZboIOuyqq_gSa6f55BGqtsW81KBsSrTbzXIAzWSrb Scale = 1:10.6 1 2 3 4 5 8 7 6 9 10 4x10 3x6 5x12 3x6 6x8 6x8 4x8 3x6 2-9-0 2-9-0 5-3-0 2-6-0 1-3-0 0-10-8 1-4-0 1-4-0 Plate Offsets (X,Y)-- [6:Edge,0-1-8], [8:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774A Truss FG20 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389468 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:41 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-d97z0ePWj7yrIc9IDocQp1Q?qXL_wKo_iFj4qdzWSra Scale = 1:9.4 1 2 3 4 8 7 6 5 9 10 4x8 3x6 4x8 3x6 5x6 5x6 2x4 2x4 3-6-0 3-6-0 1-3-0 0-3-0 1-4-0 1-4-0 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-3-0,Edge], [5:Edge,0-1-8], [6:0-1-8,0-0-0], [7:0-1-8,Edge], [8:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774A Truss FG21 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389469 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:41 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-d97z0ePWj7yrIc9IDocQp1QzEXCJwDU_iFj4qdzWSra Scale = 1:11.4 1 2 3 4 5 6 10 9 8 7 11 12 13 6x16 3x6 6x16 3x6 8x10 8x10 4x6 3x6 4x6 3x6 2-9-0 2-9-0 6-1-0 3-4-0 1-3-0 0-4-0 1-4-0 1-4-0 Plate Offsets (X,Y)-- [4:0-3-0,0-0-0], [7:Edge,0-1-8], [8:0-1-8,Edge], [9:0-1-8,Edge], [10:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774A Truss FG21 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389469 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:41 2021 Page 2 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-d97z0ePWj7yrIc9IDocQp1QzEXCJwDU_iFj4qdzWSra LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-1036(F) 11=-1008(F) 12=-1005(F) 13=-1005(F) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-10=-20, 1-4=-200, 4-6=-120 Concentrated Loads (lb) Vert: 6=-1079(F) 11=-1008(F) 12=-1005(F) 13=-1069(F) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-10=-20, 1-3=-120, 3-6=-200 Concentrated Loads (lb) Vert: 6=-1036(F) 11=-1070(F) 12=-1050(F) 13=-1005(F) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-10=-20, 1-4=-200, 4-6=-120 Concentrated Loads (lb) Vert: 6=-1079(F) 11=-1008(F) 12=-1005(F) 13=-1069(F) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-10=-20, 1-3=-120, 3-6=-200 Concentrated Loads (lb) Vert: 6=-1036(F) 11=-1070(F) 12=-1050(F) 13=-1005(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774A Truss FG22 Truss Type FLOOR Qty 1 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389470 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:44 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-1kp5egRO02LQ94ttuwA7Rg2RklEw7btQODxkRyzWSrX Scale = 1:41.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 30 29 28 27 26 25 24 23 22 21 20 19 18 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 8x16 3x16 MT18HS FP 2x4 SP 3x16 MT18HS FP 3x12 SP 2x4 7x16 MT18HS 2x4 3x6 3x6 3x8 FP 3x8 FP 8x14 MT18HS 8x14 MT18HS 8x14 MT18HS 8x16 8x16 6x8 6x8 3x6 6x16 3x6 6x8 6x6 4x6 6x8 6x10 4x6 6x6 6x6 5x6 3x6 5x6 3x6 10-4-8 10-4-8 24-0-0 13-7-8 1-3-0 0-9-4 1-4-4 1-9-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774A Truss FG22 Truss Type FLOOR Qty 1 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389470 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:44 2021 Page 2 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-1kp5egRO02LQ94ttuwA7Rg2RklEw7btQODxkRyzWSrX LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-30=-20, 1-17=-120 Concentrated Loads (lb) Vert: 15=-1831(F) 3=-500(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774A Truss FG23 Truss Type FLOOR Qty 1 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389471 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:46 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-z7xs3LTfXgb8ON1F0LCbW57lqYymbTnjsXQrVqzWSrV Scale = 1:33.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 27 28 29 30 31 32 33 34 35 36 37 38 3x16 MT18HS FP 2x4 4x10 3x4 3x6 8x8 3x6 FP 5x12 6x6 4x6 3x6 3x6 3x4 4x6 3x4 3x6 2x4 4x6 3x4 4x6 4x6 4x6 4x6 2x4 5x8 5x6 3x4 5x6 2-9-0 2-9-0 5-3-0 2-6-0 7-10-8 2-7-8 10-4-8 2-6-0 13-7-8 3-3-0 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 B21100774A Truss FG23 Truss Type FLOOR Qty 1 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389471 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:46 2021 Page 2 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-z7xs3LTfXgb8ON1F0LCbW57lqYymbTnjsXQrVqzWSrV LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-176, 3-15=-96 Concentrated Loads (lb) Vert: 3=-500(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-176, 3-15=-96 Concentrated Loads (lb) Vert: 3=-500(F) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-176, 3-9=-96, 9-15=-32 Concentrated Loads (lb) Vert: 3=-500(F) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-8=-32, 8-15=-96 Concentrated Loads (lb) Vert: 3=-500(F) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-176, 3-9=-96, 9-15=-32 Concentrated Loads (lb) Vert: 3=-500(F) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-8=-32, 8-15=-96 Concentrated Loads (lb) Vert: 3=-500(F) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 1=-250 3=-214(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774A Truss FG23 Truss Type FLOOR Qty 1 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389471 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:46 2021 Page 3 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-z7xs3LTfXgb8ON1F0LCbW57lqYymbTnjsXQrVqzWSrV LOAD CASE(S) Standard 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 3=-214(F) 36=-250 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 12=-250 3=-214(F) 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 3=-214(F) 37=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 3=-214(F) 38=-250 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 15=-250 3=-214(F) 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 1=-250 3=-214(F) 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 1=-250 3=-214(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774A Truss FG23 Truss Type FLOOR Qty 1 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389471 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:46 2021 Page 4 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-z7xs3LTfXgb8ON1F0LCbW57lqYymbTnjsXQrVqzWSrV LOAD CASE(S) Standard 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 11=-250 3=-214(F) 32) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 13=-250 3=-214(F) 33) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 14=-250 3=-214(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774A Truss FG24 Truss Type FLOOR Qty 1 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389472 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:49 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-Oic_hNVXqbzjFrmqhUlI8jlPwmzloqSAYVfV69zWSrS Scale = 1:40.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 30 29 28 27 26 25 24 23 22 21 20 19 18 17 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 3x16 MT18HS FP 2x4 SP 2x4 4x6 2x4 3x6 3x6 3x6 FP 3x6 FP 6x6 4x8 6x6 6x6 3x6 4x8 3x6 5x6 4x6 6x16 3x6 6x6 3x6 5x6 4x6 3x4 4x6 3x6 3x6 3x8 MT18HS FP 6x8 6x8 6x8 6x8 10-4-8 10-4-8 13-7-8 3-3-0 16-1-8 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774A Truss FG24 Truss Type FLOOR Qty 1 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389472 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:49 2021 Page 2 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-Oic_hNVXqbzjFrmqhUlI8jlPwmzloqSAYVfV69zWSrS LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-80, 14-16=-160 Concentrated Loads (lb) Vert: 14=-779(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-80, 14-16=-160 Concentrated Loads (lb) Vert: 14=-779(B) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-13, 1-9=-80, 9-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-828(B) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-13, 1-8=-27, 8-14=-80, 14-16=-160 Concentrated Loads (lb) Vert: 14=-779(B) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-13, 1-9=-80, 9-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-828(B) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-13, 1-8=-27, 8-14=-80, 14-16=-160 Concentrated Loads (lb) Vert: 14=-779(B) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 1=-250 14=-382(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774A Truss FG24 Truss Type FLOOR Qty 1 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389472 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:49 2021 Page 3 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-Oic_hNVXqbzjFrmqhUlI8jlPwmzloqSAYVfV69zWSrS LOAD CASE(S) Standard 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-382(B) 41=-250 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-382(B) 42=-250 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-382(B) 43=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-382(B) 44=-250 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-382(B) 45=-250 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 16=-250 14=-382(B) 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 1=-250 14=-382(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774A Truss FG24 Truss Type FLOOR Qty 1 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389472 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:49 2021 Page 4 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-Oic_hNVXqbzjFrmqhUlI8jlPwmzloqSAYVfV69zWSrS LOAD CASE(S) Standard 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 11=-250 14=-382(B) 32) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 12=-250 14=-382(B) 33) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 13=-250 14=-382(B) 34) 28th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-632(B=-382) 35) 29th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-382(B) 15=-250 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774A Truss FG26 Truss Type FLOOR GIRDER Qty 1 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389473 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:49 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-Oic_hNVXqbzjFrmqhUlI8jlO4m2YovMAYVfV69zWSrS Scale = 1:9.4 1 2 3 4 8 7 6 5 9 10 11 12 4x10 3x6 4x10 3x6 5x6 5x6 2x4 2x4 4-2-8 4-2-8 1-3-0 0-11-8 1-4-0 1-4-0 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-3-0,Edge], [5:Edge,0-1-8], [6:0-1-8,0-0-0], [7:0-1-8,Edge], [8:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774A Truss FG26 Truss Type FLOOR GIRDER Qty 1 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389473 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:49 2021 Page 2 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-Oic_hNVXqbzjFrmqhUlI8jlO4m2YovMAYVfV69zWSrS LOAD CASE(S) Standard 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-20, 1-3=-200, 3-4=-120 Concentrated Loads (lb) Vert: 4=-750 3=-781(B) 10=-1075(B) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-20, 1-2=-120, 2-4=-200 Concentrated Loads (lb) Vert: 4=-750 3=-749(B) 10=-1122(B) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-20, 1-3=-200, 3-4=-120 Concentrated Loads (lb) Vert: 4=-750 3=-781(B) 10=-1075(B) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-20, 1-2=-120, 2-4=-200 Concentrated Loads (lb) Vert: 4=-750 3=-749(B) 10=-1122(B) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-20, 1-4=-120 Concentrated Loads (lb) Vert: 4=-321 1=-250 3=-329(B) 10=-476(B) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-20, 1-4=-120 Concentrated Loads (lb) Vert: 4=-321 3=-329(B) 9=-250 10=-476(B) 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-20, 1-4=-120 Concentrated Loads (lb) Vert: 4=-321 3=-329(B) 10=-476(B) 11=-250 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774A Truss FG27 Truss Type FLOOR GIRDER Qty 1 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389474 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:50 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-suAMvjW9bu5at?L1FBHXgxIdTATvXPxJm9O3ebzWSrR Scale = 1:9.5 1 2 3 5 4 6 7 4x6 3x6 3x6 3x6 3x6 0-3-0 0-3-0 2-0-8 1-9-8 0-6-2 1-0-6 1-4-0 1-4-0 LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774A Truss FG27 Truss Type FLOOR GIRDER Qty 1 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389474 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:50 2021 Page 2 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-suAMvjW9bu5at?L1FBHXgxIdTATvXPxJm9O3ebzWSrR LOAD CASE(S) Standard 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-5=-20, 1-3=-120 Concentrated Loads (lb) Vert: 2=-435 6=-250 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-5=-20, 1-3=-120 Concentrated Loads (lb) Vert: 2=-435 7=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-5=-20, 1-3=-120 Concentrated Loads (lb) Vert: 3=-250 2=-435 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-5=-20, 1-3=-120 Concentrated Loads (lb) Vert: 2=-685 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774A Truss FGE04 Truss Type FLOOR SUPPORTED GABL Qty 2 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389475 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:50 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-suAMvjW9bu5at?L1FBHXgxIeFAVGXSXJm9O3ebzWSrR Scale = 1:10.1 1 2 3 4 5 10 9 8 7 6 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 5-3-0 5-3-0 1-4-0 1-4-0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [10:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IRC2018/TPI2014 CSI. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774A Truss FGE05 Truss Type Floor Supported Gable Qty 1 Ply 1 ONYX+EAST- UWC BLDG B 3RD FLOOR Job Reference (optional) I45389476 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:51 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-K5kl63WnMCDQU9wDouomD8qm2ZqWGvPS?p8cB2zWSrQ Scale = 1:9.5 1 2 3 6 5 4 7 8 3x4 3x4 3x4 3x4 2x4 2x4 2-10-8 2-10-8 1-4-0 1-4-0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [6:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 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 Matrix-R 0.25 0.08 0.05 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: 15 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=2-10-8, 4=2-10-8, 5=2-10-8 Max Grav 6=278(LC 3), 4=283(LC 6), 5=311(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-268/0, 3-4=-272/0 WEBS 2-5=-290/0 NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) 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. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. March 29,2021 TC BC WB Matrix-R 0.06 0.01 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 5-3-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 10, 6, 9, 8, 7 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) 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. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 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 29,2021 BC WB Matrix-P 0.11 0.16 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 16 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=Mechanical, 4=0-3-8 Max Grav 5=852(LC 1), 4=557(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-290/0, 3-4=-321/0 BOT CHORD 4-5=0/414 WEBS 2-4=-582/0, 2-5=-853/0 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) 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. 3) Load case(s) 1, 2, 3, 4, 5, 6, 7 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-5=-20, 1-3=-200 Concentrated Loads (lb) Vert: 2=-1015 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-5=-20, 1-3=-200 Concentrated Loads (lb) Vert: 2=-1015 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-5=-20, 1-3=-120 Concentrated Loads (lb) Vert: 1=-250 2=-435 Continued on page 2 March 29,2021 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-20, 1-4=-120 Concentrated Loads (lb) Vert: 4=-321 3=-329(B) 10=-476(B) 12=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-20, 1-4=-120 Concentrated Loads (lb) Vert: 4=-571 3=-329(B) 10=-476(B) 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-20, 1-4=-120 Concentrated Loads (lb) Vert: 4=-321 3=-329(B) 2=-250 10=-476(B) 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-20, 1-4=-120 Concentrated Loads (lb) Vert: 4=-321 3=-579(B=-329) 10=-476(B) BC WB Matrix-S 0.35 0.49 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.01 (loc) 7 7 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 28 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=0-3-8, 5=Mechanical Max Grav 8=1494(LC 1), 5=1951(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-443/0, 4-5=-868/0, 2-3=-1353/0 BOT CHORD 7-8=0/1353, 6-7=0/1353, 5-6=0/1353 WEBS 3-5=-1730/0, 2-8=-1730/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) 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. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1122 lb down at 1-2-4, and 781 lb down at 2-9-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-20, 1-4=-200 Concentrated Loads (lb) Vert: 4=-750 3=-749(B) 10=-1075(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-20, 1-4=-200 Concentrated Loads (lb) Vert: 4=-750 3=-749(B) 10=-1075(B) Continued on page 2 March 29,2021 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 1=-250 14=-382(B) 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 2=-250 14=-382(B) 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 3=-250 14=-382(B) 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 4=-250 14=-382(B) 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 5=-250 14=-382(B) 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 7=-250 14=-382(B) 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 8=-250 14=-382(B) 30) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 9=-250 14=-382(B) Continued on page 4 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-382(B) 33=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-382(B) 34=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-382(B) 35=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-382(B) 36=-250 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-382(B) 37=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-382(B) 38=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-382(B) 39=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-382(B) 40=-250 Continued on page 3 2-6-0 21-3-0 5-1-8 24-0-0 2-9-0 1-3-0 1-9-0 0-1-8 0-1-8 1-4-0 0-1-8 1-4-0 Plate Offsets (X,Y)-- [9:0-3-0,Edge], [23:0-3-0,0-0-0], [24:0-3-0,Edge], [26:0-5-0,Edge], [31:0-1-8,0-1-0], [32:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.29 0.80 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.58 0.09 (loc) 23 23 17 l/defl >925 >495 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 187 lb FT = 20%F, 11%E GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) 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) 30=0-3-8, 17=0-5-8 Max Grav 30=1256(LC 1), 17=2035(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-30=-264/25, 16-17=-290/0, 2-3=-2561/0, 3-4=-4597/0, 4-5=-4597/0, 5-7=-5986/0, 7-8=-7526/0, 8-9=-7526/0, 9-11=-7737/0, 11-12=-7494/0, 12-13=-6676/0, 13-14=-6673/0, 14-15=-4297/0 BOT CHORD 29-30=0/1443, 28-29=0/3641, 26-28=0/5394, 24-26=0/6760, 23-24=0/7526, 22-23=0/7526, 21-22=0/7775, 19-21=0/7188, 18-19=0/6091, 17-18=0/2472 WEBS 2-30=-1875/0, 2-29=0/1517, 3-29=-1465/0, 3-28=0/1269, 4-28=-266/20, 12-19=-653/0, 5-28=-1058/0, 12-21=0/417, 5-26=0/804, 11-21=-386/0, 7-26=-1046/0, 11-22=-260/154, 7-24=0/1219, 9-22=-89/578, 9-23=-303/17, 8-24=-409/0, 14-19=0/769, 14-18=-2374/0, 15-18=0/2416, 15-17=-3142/0 NOTES- (10-11) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) The Fabrication Tolerance at joint 27 = 11% 4) 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. 5) Load case(s) 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, 34, 35 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 828 lb down at 20-0-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 March 29,2021 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 2=-250 3=-214(F) 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 3=-464(F=-214) 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 4=-250 3=-214(F) 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 5=-250 3=-214(F) 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 6=-250 3=-214(F) 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 7=-250 3=-214(F) 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 8=-250 3=-214(F) 30) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 9=-250 3=-214(F) Continued on page 4 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 3=-214(F) 28=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 3=-214(F) 29=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 3=-214(F) 30=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 3=-214(F) 31=-250 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 3=-214(F) 32=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 3=-214(F) 33=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 3=-214(F) 34=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 3=-214(F) 35=-250 Continued on page 3 19-11-0 6-3-8 1-3-0 0-9-4 1-4-4 1-9-0 0-11-0 0-1-8 1-4-0 1-4-0 Plate Offsets (X,Y)-- [9:0-3-0,Edge], [20:0-1-8,0-0-0], [21:0-1-8,Edge], [26:Edge,0-1-8], [27:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.82 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.47 0.09 (loc) 21-22 21-22 16 l/defl >905 >502 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 118 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) *Except* 1-12: 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) *Except* 2-25: 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 26=0-3-8, 16=Mechanical Max Grav 26=1706(LC 1), 16=1171(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-319/0, 15-16=-1164/0, 2-3=-3077/0, 3-4=-3061/0, 4-5=-4530/0, 5-6=-4537/0, 6-7=-5189/0, 7-8=-5054/0, 8-9=-5054/0, 9-11=-4307/0, 11-13=-2894/0, 13-14=-1016/0, 14-15=-1016/0 BOT CHORD 25-26=0/1864, 24-25=0/3918, 22-24=0/4966, 21-22=0/5341, 20-21=0/5054, 19-20=0/5054, 18-19=0/3636, 17-18=0/2103 WEBS 2-26=-2434/0, 4-25=-1076/0, 4-24=0/826, 5-24=-302/0, 6-24=-560/0, 6-22=0/359, 7-22=-259/62, 7-21=-638/83, 8-21=-25/360, 9-19=-1064/0, 11-19=0/952, 11-18=-1032/0, 13-18=0/1100, 13-17=-1477/0, 14-17=-269/54, 15-17=0/1507, 3-25=-683/0, 2-25=0/1837 NOTES- (11-12) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) 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. 5) Load case(s) 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 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 500 lb down at 2-5-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). Continued LOAD CASE(on page S) Standard 2 March 29,2021 0-1-8 0-1-8 1-4-0 0-1-8 1-4-0 Plate Offsets (X,Y)-- [10:0-3-0,Edge], [18:Edge,0-3-0], [24:0-3-0,0-0-0], [25:0-1-8,Edge], [30:Edge,0-3-0], [31:0-1-8,0-0-8], [32:0-1-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.91 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.53 -0.97 0.13 (loc) 23-24 23-24 18 l/defl >533 >295 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 176 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) *Except* 22-30,18-26: 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SPF No.2(flat) *Except* 30-31,1-30,18-32,17-18,4-29,14-20,5-28,10-24,9-25,3-29: 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 30=0-3-8, 18=0-5-8 Max Grav 30=2405(LC 1), 18=3236(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-30=-278/0, 17-18=-270/20, 2-3=-4875/0, 3-4=-4854/0, 4-5=-8383/0, 5-6=-8390/0, 6-8=-10681/0, 8-9=-12592/0, 9-10=-12592/0, 10-12=-12935/0, 12-13=-12618/0, 13-14=-11441/0, 14-15=-11434/0, 15-16=-7289/0 BOT CHORD 29-30=0/2851, 28-29=0/6880, 27-28=0/9745, 25-27=0/11670, 24-25=0/12592, 23-24=0/12592, 21-23=0/13011, 20-21=0/12182, 19-20=0/10543, 18-19=0/3986 WEBS 16-18=-5071/0, 2-30=-3653/0, 16-19=0/4371, 15-19=-4306/0, 4-29=-2498/0, 15-20=0/1177, 14-20=-281/16, 4-28=0/1980, 5-28=-278/6, 13-20=-945/0, 6-28=-1729/0, 13-21=0/577, 6-27=0/1238, 12-21=-520/0, 8-27=-1313/0, 12-23=-412/149, 8-25=0/1611, 10-23=-28/909, 10-24=-506/0, 9-25=-588/0, 3-29=-647/0, 2-29=0/2952 NOTES- (9-10) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) The Fabrication Tolerance at joint 26 = 11%, joint 22 = 11% 4) 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. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 500 lb down at 2-5-8, and 1911 lb down at 20-0-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 March 29,2021 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.90 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 0.02 (loc) 9 9-10 7 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 39 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 10=Mechanical, 7=0-3-0 Max Grav 10=2443(LC 1), 7=2893(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-461/0, 6-7=-1107/0, 2-3=-3064/0, 3-4=-3064/0, 4-5=-3064/0 BOT CHORD 9-10=0/2346, 8-9=0/3064, 7-8=0/2114 WEBS 5-7=-2752/0, 2-10=-3054/0, 5-8=0/1281, 4-8=-786/0, 3-9=-620/0, 2-9=0/970 NOTES- (8-9) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) 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. 4) Load case(s) 1, 2, 3, 4, 5, 6 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1070 lb down at 0-10-8, 1050 lb down at 2-5-12, and 1069 lb down at 4-0-15, and 1079 lb down at 5-11-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-10=-20, 1-6=-200 Concentrated Loads (lb) Vert: 6=-1036(F) 11=-1008(F) 12=-1005(F) 13=-1005(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-10=-20, 1-6=-200 Continued on page 2 March 29,2021 BC WB Matrix-SH 0.43 0.34 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.01 (loc) 7 7 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 25 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=Mechanical, 5=Mechanical Max Grav 8=1132(LC 1), 5=1245(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-279/0, 4-5=-392/0, 2-3=-1052/0 BOT CHORD 7-8=0/1052, 6-7=0/1052, 5-6=0/1052 WEBS 3-5=-1345/0, 2-8=-1345/0 NOTES- (7-8) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) 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. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 775 lb down at 1-2-8, and 785 lb down at 2-6-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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.). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-20, 1-4=-260(F=-140) Concentrated Loads (lb) Vert: 9=-734(F) 10=-734(F) March 29,2021 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.27 0.31 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.01 (loc) 7 7-8 6 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 43 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=Mechanical, 6=Mechanical Max Grav 8=1782(LC 1), 6=2134(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-270/0, 2-3=-2753/0, 3-4=-2773/0 BOT CHORD 7-8=0/2044, 6-7=0/2183 WEBS 4-6=-2858/0, 2-8=-2660/0, 4-7=0/911, 3-7=-1268/0, 2-7=0/947 NOTES- (7-8) 1) Refer to girder(s) for truss to truss connections. 2) 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. 3) Load case(s) 1, 2 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 939 lb down at 1-11-0, and 939 lb down at 2-9-0, and 939 lb down at 4-1-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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.). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-8=-20, 1-5=-200 Concentrated Loads (lb) Vert: 3=-939(F) 9=-939(F) 10=-939(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-8=-20, 1-5=-200 Concentrated Loads (lb) Vert: 3=-939(F) 9=-939(F) 10=-939(F) March 29,2021 2-9-0 1-3-0 1-9-0 1-1-8 1-0-0 0-1-8 0-1-8 1-4-0 0-1-8 1-4-0 Plate Offsets (X,Y)-- [9:0-3-0,Edge], [17:Edge,0-3-0], [24:0-3-0,0-0-0], [25:0-1-8,Edge], [31:0-1-8,0-1-0], [32:0-1-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.82 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.40 -0.77 0.11 (loc) 23-24 23-24 17 l/defl >705 >370 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 196 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SPF No.2(flat) *Except* 30-31,1-30,17-32,16-17,13-20,4-28,9-24,8-25,14-19,14-20,14-18: 2x4 SP No.3(flat) 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) 30=0-3-8, 17=0-5-8 Max Grav 30=1508(LC 1), 17=3362(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3259/0, 3-4=-6026/0, 4-5=-6026/0, 5-7=-8071/0, 7-8=-10132/0, 8-9=-10132/0, 9-11=-10834/0, 11-12=-11182/0, 12-13=-10977/0, 13-14=-10973/0, 14-15=-7447/0 BOT CHORD 29-30=0/1851, 28-29=0/4753, 27-28=0/7198, 25-27=0/9040, 24-25=0/10132, 23-24=0/10132, 21-23=0/11201, 20-21=0/11159, 19-20=0/10591, 18-19=0/10590, 17-18=0/4146 WEBS 15-17=-5273/0, 2-30=-2354/0, 15-18=0/4391, 2-29=0/1902, 3-29=-1940/0, 3-28=0/1651, 5-28=-1520/0, 5-27=0/1155, 7-27=-1285/0, 11-23=-696/0, 7-25=0/1695, 9-23=0/1216, 9-24=-548/0, 8-25=-634/0, 14-20=0/495, 14-18=-4219/0 NOTES- (9-10) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) The Fabrication Tolerance at joint 22 = 11% 4) 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. 5) Load case(s) 1, 2, 3, 4, 5, 6 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2416 lb down at 20-0-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 March 29,2021 17-10-12 1-9-4 18-7-8 0-8-12 18-11-0 0-3-8 19-10-4 0-11-4 20-2-8 0-4-4 1-3-0 1-9-0 1-5-8 0-9-4 0-10-4 0-1-8 0-1-8 1-2-8 1-4-0 0-1-8 1-4-0 Plate Offsets (X,Y)-- [9:0-3-0,Edge], [16:Edge,0-3-0], [21:0-3-0,0-0-0], [22:0-3-0,Edge], [25:0-1-8,Edge], [27:Edge,0-1-8], [28:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.47 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.42 0.07 (loc) 22-23 22-23 16 l/defl >999 >575 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 154 lb FT = 20%F, 11%E GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) *Except* 16-29,15-16,13-18,13-19,14-17,13-17,14-16: 2x4 SP 2400F 2.0E(flat) 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) 27=0-3-8, 16=0-3-8 Max Grav 27=1505(LC 1), 16=2446(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2854/0, 3-4=-5235/0, 4-5=-5228/0, 5-7=-6574/0, 7-8=-7430/0, 8-9=-7430/0, 9-11=-6957/0, 11-12=-5697/0, 12-13=-5685/0, 13-14=-2378/0 BOT CHORD 26-27=0/1641, 25-26=0/4103, 23-25=0/5953, 22-23=0/7168, 21-22=0/7430, 20-21=0/7430, 19-20=0/6489, 18-19=0/4383, 17-18=0/4383, 16-17=0/2378 WEBS 2-27=-2182/0, 2-26=0/1687, 3-26=-1735/0, 3-25=0/1475, 5-25=-983/0, 5-23=0/836, 7-23=-792/0, 7-22=0/803, 8-22=-346/0, 9-20=-761/0, 11-20=0/671, 11-19=-1006/0, 13-19=0/1573, 14-17=0/2040, 13-17=-2864/0, 14-16=-3326/0 NOTES- (8-9) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) 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. 4) Load case(s) 1, 2, 3, 4, 5, 6 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1092 lb down at 17-10-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-20, 1-13=-120, 13-15=-200 Concentrated Loads (lb) Vert: 13=-1012(F) Continued on page 2 March 29,2021 13-7-8 3-3-0 16-1-8 2-6-0 17-10-12 1-9-4 20-10-0 2-11-4 21-3-0 0-5-0 22-2-12 0-11-12 24-0-0 1-9-4 1-3-0 1-9-0 1-5-8 0-6-8 0-10-0 1-2-8 1-4-0 0-1-8 0-1-8 1-4-0 0-1-8 1-4-0 Plate Offsets (X,Y)-- [4:0-2-4,Edge], [8:0-0-0,0-0-12], [9:0-1-8,Edge], [12:0-2-4,Edge], [18:Edge,0-3-0], [24:0-6-0,0-2-4], [26:0-3-0,0-0-0], [27:0-3-0,Edge], [33:0-1-8,0-1-0], [34:0-1-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.94 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.49 -0.93 0.14 (loc) 26 25-26 18 l/defl >579 >306 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 248 lb FT = 20%F, 11%E GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP 2400F 2.0E(flat) *Except* 32-33,1-32,18-34,17-18,2-32,2-31,3-31,3-30,4-30,9-26,8-27,12-23: 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 32=0-3-8, 18=0-5-8 Max Grav 32=2117(LC 1), 18=4458(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4630/0, 3-4=-8804/0, 4-5=-8818/0, 5-7=-11659/0, 7-8=-14418/0, 8-9=-14418/0, 9-11=-15130/0, 11-12=-15507/0, 12-13=-15476/0, 13-14=-13026/0, 14-15=-13023/0, 15-16=-9273/0 BOT CHORD 31-32=0/2574, 30-31=0/6618, 29-30=0/10430, 27-29=0/12899, 26-27=0/14418, 25-26=0/14418, 23-25=0/15552, 22-23=0/14352, 21-22=0/14354, 20-21=0/11029, 19-20=0/6433, 18-19=0/6433 WEBS 16-18=-7702/0, 2-32=-3272/0, 2-31=0/2720, 3-31=-2631/0, 15-21=0/2639, 3-30=0/2812, 4-30=-459/0, 13-21=-2104/0, 5-30=-2052/0, 13-23=0/1329, 5-29=0/1587, 7-29=-1600/0, 11-25=-914/0, 7-27=0/2375, 9-25=0/1344, 9-26=-335/0, 8-27=-1163/0, 12-23=-686/0, 15-20=-2787/0, 16-20=0/3609 NOTES- (9-10) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) The Fabrication Tolerance at joint 28 = 11%, joint 24 = 11% 4) 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. 5) Load case(s) 1, 2, 3, 4, 5, 6 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1205 lb down at 17-10-12, and 1742 lb down at 22-2-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 March 29,2021 0-1-8 1-4-0 0-1-8 1-4-0 Plate Offsets (X,Y)-- [9:0-3-0,Edge], [15:0-6-4,Edge], [17:Edge,0-3-0], [24:0-3-0,0-0-0], [25:0-3-0,Edge], [31:0-1-8,0-1-0], [32:0-1-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.72 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.44 -0.78 0.10 (loc) 24 23-24 17 l/defl >654 >364 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 185 lb FT = 20%F, 11%E GRIP 197/144 244/190 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) 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) 30=0-3-8, 17=0-5-8 Max Grav 30=1796(LC 1), 17=3652(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3795/0, 3-4=-6823/0, 4-5=-6823/0, 5-7=-8865/0, 7-8=-10413/0, 8-9=-10413/0, 9-11=-10541/0, 11-12=-9967/0, 12-13=-8547/0, 13-14=-8547/0, 14-15=-6231/0 BOT CHORD 29-30=0/2190, 28-29=0/5475, 27-28=0/8039, 25-27=0/9704, 24-25=0/10413, 23-24=0/10413, 21-23=0/10471, 20-21=0/9415, 19-20=0/7537, 18-19=0/5104, 17-18=0/5107 WEBS 15-17=-6140/0, 2-30=-2784/0, 2-29=0/2168, 14-19=-1712/0, 3-29=-2182/0, 14-20=0/1309, 3-28=0/1749, 12-20=-1126/0, 5-28=-1577/0, 12-21=0/731, 5-27=0/1092, 11-21=-667/0, 7-27=-1117/0, 11-23=-220/339, 7-25=0/1335, 9-23=-275/629, 9-24=-401/10, 8-25=-491/0, 15-19=0/1679 NOTES- (9-10) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) The Fabrication Tolerance at joint 22 = 11% 4) 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. 5) Load case(s) 1, 2, 3, 4, 5, 6 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2094 lb down at 22-2-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-20, 1-15=-120, 15-16=-200 Continued on page 2 March 29,2021 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.75 0.74 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.24 0.00 (loc) 17-18 17-18 l/defl >999 >858 n/a L/d 480 360 n/a PLATES MT20 Weight: 84 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) *Except* 1-22: 2x4 SPF No.2(flat) OTHERS 2x4 SP No.3(flat) 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. (size) 12=Mechanical, 24=0-3-0 Max Horz 12=-1034(LC 1), 24=1034(LC 1) Max Grav 12=829(LC 1), 24=759(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 11-12=-824/0, 1-2=-1191/0, 2-3=-1844/0, 3-4=-1844/0, 4-5=-2675/0, 5-6=-3021/0, 6-7=-3021/0, 7-8=-2740/0, 8-10=-1984/0, 10-11=-722/0 BOT CHORD 21-22=-335/0, 20-21=-44/295, 18-20=0/1327, 17-18=0/1909, 16-17=0/1987, 15-16=0/1987, 14-15=0/1428, 13-14=0/481, 12-13=-1034/0 WEBS 5-17=-221/332, 5-18=-373/0, 4-18=0/440, 4-20=-701/0, 7-15=-497/4, 8-15=0/431, 8-14=-664/0, 10-14=0/718, 10-13=-1038/0, 11-13=0/1039, 3-20=-278/37, 2-21=-449/0, 2-20=0/887, 1-21=0/673, 1-24=-853/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Bearing at joint(s) 24 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Non Standard bearing condition. Review required. 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) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. March 29,2021 BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.80 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.48 0.08 (loc) 19-20 19-20 14 l/defl >868 >491 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 92 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) 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) 24=0-3-8, 14=Mechanical Max Grav 24=1095(LC 1), 14=1101(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-14=-1093/0, 2-3=-2046/0, 3-4=-3469/0, 4-5=-3469/0, 5-6=-4258/0, 6-7=-4355/0, 7-8=-4355/0, 8-10=-3829/0, 10-11=-2689/0, 11-12=-954/0, 12-13=-954/0 BOT CHORD 23-24=0/1188, 22-23=0/2854, 20-22=0/3981, 19-20=0/4453, 18-19=0/4355, 17-18=0/4355, 16-17=0/3371, 15-16=0/1954 WEBS 2-24=-1579/0, 2-23=0/1194, 3-23=-1123/0, 3-22=0/835, 5-22=-697/0, 5-20=0/385, 6-20=-321/0, 6-19=-362/263, 8-18=-9/259, 8-17=-844/0, 10-17=0/685, 10-16=-948/0, 11-16=0/1023, 11-15=-1359/0, 13-15=0/1414 NOTES- (7-8) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) 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. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 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 29,2021 TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.79 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.50 0.08 (loc) 19-20 19-20 14 l/defl >854 >484 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 92 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) 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) 24=0-3-8, 14=0-3-8 Max Grav 24=1111(LC 1), 14=1111(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-14=-1102/0, 2-3=-2081/0, 3-4=-3539/0, 4-5=-3539/0, 5-6=-4360/0, 6-7=-4506/0, 7-8=-4506/0, 8-10=-4010/0, 10-11=-2905/0, 11-12=-1207/0, 12-13=-1207/0 BOT CHORD 23-24=0/1207, 22-23=0/2906, 20-22=0/4069, 19-20=0/4574, 18-19=0/4506, 17-18=0/4506, 16-17=0/3572, 15-16=0/2185 WEBS 2-24=-1604/0, 2-23=0/1217, 3-23=-1147/0, 3-22=0/860, 5-22=-721/0, 5-20=0/405, 6-20=-344/0, 6-19=-337/297, 8-17=-818/0, 10-17=0/667, 10-16=-928/0, 11-16=0/1001, 11-15=-1330/0, 13-15=0/1552 NOTES- (5-6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) 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. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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 29,2021 1-4-0 1-4-0 Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,Edge], [11:0-4-8,Edge], [15:0-1-8,0-0-0], [16:0-1-8,Edge], [22:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.82 0.79 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.38 0.04 (loc) 16-17 16-17 12 l/defl >967 >549 n/a L/d 480 360 n/a PLATES MT20 Weight: 82 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 21=0-3-8, 12=Mechanical Max Grav 21=809(LC 1), 12=814(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 11-12=-811/0, 2-3=-1482/0, 3-4=-2444/0, 4-5=-2444/0, 5-6=-2900/0, 6-7=-2668/0, 7-8=-2668/0, 8-10=-2039/0, 10-11=-854/0 BOT CHORD 20-21=0/873, 18-20=0/2047, 17-18=0/2765, 16-17=0/2931, 15-16=0/2668, 14-15=0/2668, 13-14=0/1548 WEBS 2-21=-1161/0, 2-20=0/847, 3-20=-785/0, 3-18=0/540, 5-18=-437/0, 6-16=-463/10, 8-15=0/319, 8-14=-886/0, 10-14=0/683, 10-13=-965/0, 11-13=0/1116 NOTES- (6-7) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) 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. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 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 29,2021 1-4-0 Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,0-0-0], [16:Edge,0-1-8], [20:0-1-8,Edge], [21:0-1-8,Edge], [27:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.64 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.59 0.09 (loc) 21 21 16 l/defl >778 >445 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 101 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 26=0-3-8, 16=Mechanical Max Grav 26=1014(LC 1), 16=1019(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1925/0, 3-4=-3325/0, 4-5=-3325/0, 5-6=-4187/0, 6-7=-4564/0, 7-8=-4564/0, 8-9=-4564/0, 9-11=-4000/0, 11-12=-3016/0, 12-13=-3016/0, 13-14=-1481/0 BOT CHORD 25-26=0/1105, 24-25=0/2704, 22-24=0/3862, 21-22=0/4466, 20-21=0/4564, 19-20=0/4354, 18-19=0/3618, 17-18=0/2325, 16-17=0/602 WEBS 14-16=-1191/0, 2-26=-1469/0, 14-17=0/1222, 2-25=0/1140, 13-17=-1175/0, 3-25=-1084/0, 13-18=0/938, 3-24=0/843, 11-18=-819/0, 5-24=-730/0, 11-19=0/531, 5-22=0/451, 9-19=-492/0, 6-22=-409/0, 9-20=-32/540, 6-21=-145/427 NOTES- (7-8) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) 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. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 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 29,2021 24-0-0 2-9-0 1-3-0 1-9-0 0-1-8 0-1-8 1-4-0 1-4-0 Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,Edge], [15:0-1-8,Edge], [16:Edge,0-1-8], [22:0-1-8,0-0-0], [23:0-1-8,Edge], [28:Edge,0-1-8], [29:0-1-8,0-1-0], [30:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.52 0.82 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.42 -0.73 0.11 (loc) 22 22 16 l/defl >679 >389 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 108 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) 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) 28=0-3-8, 16=0-5-8 Max Grav 28=1103(LC 1), 16=1103(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2118/0, 3-4=-3711/0, 4-5=-3711/0, 5-6=-4746/0, 6-7=-5399/0, 7-8=-5399/0, 8-9=-5306/0, 9-11=-4759/0, 11-12=-3711/0, 12-13=-3711/0, 13-14=-2118/0 BOT CHORD 27-28=0/1206, 26-27=0/2991, 24-26=0/4340, 23-24=0/5135, 22-23=0/5399, 21-22=0/5399, 20-21=0/5152, 18-20=0/4334, 17-18=0/2990, 16-17=0/1206 WEBS 14-16=-1604/0, 2-28=-1604/0, 14-17=0/1268, 2-27=0/1268, 13-17=-1213/0, 3-27=-1214/0, 13-18=0/981, 3-26=0/979, 11-18=-846/0, 5-26=-855/0, 11-20=0/591, 5-24=0/565, 9-20=-547/0, 6-24=-542/0, 9-21=0/378, 6-23=-16/628, 8-21=-417/167, 7-23=-261/0 NOTES- (5-6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) 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. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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 29,2021