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Bldg B 2nd Floor Sealed Truss
16023 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: I45389432 thru I45389456 My license renewal date for the state of Indiana is July 31, 2022. B21100774 ONYX+EAST- UWC- BLDG B 2ND 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 B21100774 Truss F01 Truss Type FLOOR Qty 15 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389432 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:23:59 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-r4b5CHuAcEgpF9xDlzsa6AhnXcvp4Cwp2jYsM3zWSsE Scale = 1:40.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 32 31 30 29 28 27 26 25 24 23 22 21 20 19 33 34 35 36 3x16 MT18HS FP 2x4 4x8 2x4 2x4 2x4 3x6 FP 4x6 2x4 2x4 4x6 3x4 2x4 3x4 2x4 3x4 2x4 4x6 2x4 4x8 3x4 3x4 2x4 3x4 4x10 3x4 4x8 4x6 4x6 4x6 4x6 4x6 2x4 3x16 MT18HS FP 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774 Truss F01 Truss Type FLOOR Qty 15 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389432 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:23:59 2021 Page 2 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-r4b5CHuAcEgpF9xDlzsa6AhnXcvp4Cwp2jYsM3zWSsE LOAD CASE(S) 11) User defined: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-32=-13(F), 1-18=-27(F) Concentrated Loads (lb) Vert: 35=500(F) 36=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 B21100774 Truss F02 Truss Type FLOOR Qty 16 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389433 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:00 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-KH9TPdvoNXogtJWQJhNpeODzh0FzpiByHNHPuVzWSsD 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 B21100774 Truss F03 Truss Type FLOOR Qty 6 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389434 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:01 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-oTjrdzwQ8rwWUT5ctOu2Bbm5HQduYAM5V11zRxzWSsC Scale = 1:36.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 27 2x4 2x4 4x6 3x4 4x6 4x6 4x6 4x6 2x4 3x4 3x4 3x4 3x4 2x4 2x4 3x4 3x4 3x4 3x6 4x6 2x4 4x8 4x6 3x16 MT18HS FP 3x6 FP 5x6 5x6 21-3-0 21-3-0 22-1-0 0-10-0 1-3-0 1-9-0 0-7-0 0-1-8 1-4-0 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 B21100774 Truss F04 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389435 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:02 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-GfGDqJw2v92N6dgoR6PHkpIHjpvwHeUFkhmWzNzWSsB Scale = 1:26.6 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 2x4 2x4 3x4 4x6 4x6 4x6 3x4 3x6 2x4 3x4 3x4 3x4 3x4 2x4 2x4 4x6 4x6 4x6 4x6 3x8 MT18HS FP 16-0-8 16-0-8 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], [11:Edge,0-1-8], [13:0-1-8,0-0-0], [14:0-1-8,Edge], [20:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 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 B21100774 Truss F05 Truss Type FLOOR Qty 8 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389436 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:03 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-ksqb1exggSAEkmF?_pxWG0rU5DG301pOzLW3VqzWSsA 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 B21100774 Truss F06 Truss Type FLOOR Qty 8 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389437 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:04 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-C2O_F_yIRmI5LwqBYXSlpEOeldc8lV4YB?Fd1GzWSs9 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 B21100774 Truss F07 Truss Type FLOOR Qty 6 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389438 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:05 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-gEyMSKzxB4Qyz4ON6Ez_LRwmV1vrU_RhQf?AaizWSs8 Scale = 1:40.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 29 28 27 26 25 24 23 22 21 20 19 18 17 30 31 3x6 FP 2x4 3x6 2x4 2x4 2x4 3x6 FP 3x6 4x6 3x4 4x6 3x4 3x4 3x4 3x6 2x4 3x6 2x4 3x4 3x4 3x4 4x8 3x6 4x6 4x6 3x4 2x4 4x6 2x4 3x6 FP 3x4 2-9-0 2-9-0 7-10-8 5-1-8 13-7-8 5-9-0 15-7-4 1-11-12 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774 Truss F08 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389439 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:07 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-cd46t0_BjhggCOYmDf?SRs08bqe_yvP_uyUHebzWSs6 Scale = 1:40.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 29 28 27 26 25 24 23 22 21 20 19 18 17 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 3x6 FP 2x4 3x6 2x4 2x4 2x4 3x6 FP 3x6 3x6 3x4 3x6 3x4 3x4 3x4 3x6 2x4 3x6 2x4 3x4 3x4 3x4 3x4 4x6 3x4 4x6 2x4 4x6 2x4 3x6 FP 3x4 4x8 2-9-0 2-9-0 7-10-8 5-1-8 13-7-8 5-9-0 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 B21100774 Truss FG01 Truss Type FLOOR GIRDER Qty 3 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389440 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:10 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-1ClFV2130c2F4rHLvnZ92Vehz2d?995QawixFwzWSs3 Scale = 1:40.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 31 30 29 28 27 26 25 24 23 22 21 20 19 32 33 3x16 MT18HS FP 2x4 SP 2x4 4x8 2x4 3x6 3x6 3x6 FP 3x6 FP 5x6 3x6 3x6 3x4 6x8 3x6 4x10 4x6 3x6 5x6 3x6 4x8 6x10 2x4 5x6 4x8 6x8 4x8 6x6 4x8 5x6 3x6 3x12 3x16 MT18HS FP 2x4 SP 3x6 FP 3-7-4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774 Truss FG01 Truss Type FLOOR GIRDER Qty 3 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389440 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:10 2021 Page 2 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-1ClFV2130c2F4rHLvnZ92Vehz2d?995QawixFwzWSs3 LOAD CASE(S) 7) User defined: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-31=-16(F), 1-18=-16(F) Concentrated Loads (lb) Vert: 12=500(B) 3=500(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 B21100774 Truss FG02 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389441 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:12 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-zat?wj2KYDJzJ9Rj0Cbd8wj?prKrd5Sj1EB2JozWSs1 Scale = 1:41.3 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 2x4 6x18 MT18HS 2x4 3x6 3x4 3x6 3x6 3x4 3x6 4x6 6x6 4x6 5x8 4x8 3x6 5x6 3x6 5x6 3x6 5x12 5x6 5x6 8x16 3x16 MT18HS FP 2x4 SP 3x6 FP 3x6 FP 4x6 3x6 2x4 5x6 3x6 3x8 MT18HS FP 22-2-12 22-2-12 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774 Truss FG02 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389441 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:12 2021 Page 2 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-zat?wj2KYDJzJ9Rj0Cbd8wj?prKrd5Sj1EB2JozWSs1 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 15=-2023(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 B21100774 Truss FG03 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389442 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:14 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-vz?lLP4a4rZgYTa68dd5DLoJHf_v5080VYg9OhzWSs? 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 2x4 2x4 3x6 6x16 6x8 6x10 6x8 6x8 6x8 6x8 3x6 6x6 6x6 6x8 6x6 6x6 6x6 6x6 3x6 6x8 8x8 8x16 3x16 MT18HS FP 3x8 MT18HS SP 7x16 MT18HS 3x8 MT18HS FP 3x8 FP 3x6 FP 3x8 MT18HS FP 3x6 3x6 3x6 5x6 5x6 16-2-4 16-2-4 22-2-12 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774 Truss FG03 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389442 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:14 2021 Page 2 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-vz?lLP4a4rZgYTa68dd5DLoJHf_v5080VYg9OhzWSs? LOAD CASE(S) Standard Uniform Loads (plf) Vert: 18-32=-16, 1-17=-96 Concentrated Loads (lb) Vert: 16=-1660(F) 12=-1123(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 B21100774 Truss FG04 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389443 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:16 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-sM7Wm55qcSpOomkUF2gZImuhrTg6ZvwJys9FRZzWSrz Scale = 1:34.2 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 3x16 MT18HS FP 2x4 SP 2x4 4x8 2x4 3x6 6x6 3x6 FP 3x6 FP 4x6 3x4 3x6 3x6 6x6 6x16 6x8 5x6 4x8 6x6 4x8 3x6 5x6 6x16 5x6 6x6 6x6 6x10 3x6 8x10 6x8 13-7-8 13-7-8 16-2-4 2-6-12 20-2-8 4-0-4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774 Truss FG04 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389443 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:16 2021 Page 2 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-sM7Wm55qcSpOomkUF2gZImuhrTg6ZvwJys9FRZzWSrz LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 12=-1123(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 B21100774 Truss FG05 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389444 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:18 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-okEGBn74733614utNTi1NBz3JGP91n8cQAeMWSzWSrx Scale = 1:40.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 32 33 6x8 2x4 6x16 2x4 3x6 6x8 6x8 6x8 6x8 3x6 5x6 5x6 6x6 5x6 4x6 4x6 3x6 3x6 5x6 4x6 4x6 8x16 7x16 MT18HS 7x16 MT18HS 3x16 MT18HS FP 2x4 SP 3x8 MT18HS FP 3x6 3x6 FP 3x6 FP 3x6 3x6 5x6 3x16 MT18HS FP 2x4 SP 20-0-12 20-0-12 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 B21100774 Truss FG05 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389444 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:18 2021 Page 2 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-okEGBn74733614utNTi1NBz3JGP91n8cQAeMWSzWSrx LOAD CASE(S) Standard Uniform Loads (plf) Vert: 17-31=-16, 1-14=-96, 14-16=-196 Concentrated Loads (lb) Vert: 14=-1518(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-31=-16, 1-14=-96, 14-16=-196 Concentrated Loads (lb) Vert: 14=-1518(F) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-31=-16, 1-9=-96, 9-14=-32, 14-16=-132 Concentrated Loads (lb) Vert: 14=-1569(F) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-31=-16, 1-8=-32, 8-14=-96, 14-16=-196 Concentrated Loads (lb) Vert: 14=-1518(F) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-31=-16, 1-9=-96, 9-14=-32, 14-16=-132 Concentrated Loads (lb) Vert: 14=-1569(F) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-31=-16, 1-8=-32, 8-14=-96, 14-16=-196 Concentrated Loads (lb) Vert: 14=-1518(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 B21100774 Truss FG06 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389445 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:19 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-GxoeO78juNBzfET3wADGwOWF7gm4mNVleqOw2uzWSrw Scale = 1:10.8 1 2 3 4 5 8 7 6 9 5x12 4x10 6x8 3x6 4x8 3x6 8x8 3x6 3-9-0 3-9-0 5-3-0 1-6-0 1-0-0 1-3-0 1-3-0 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 1-7-3 1.00 1.00 NO IRC2018/TPI2014 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774 Truss FG07 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389446 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:20 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-k7M1cS8LfgJqGO2GUukVSc2VR4CYVpNutU7TbLzWSrv Scale = 1:9.4 1 2 3 4 8 7 6 5 4x8 3x6 4x8 3x6 4x6 4x6 2x4 2x4 3-6-0 3-6-0 0-10-0 1-1-0 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 1-7-3 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774 Truss FG08 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389447 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:21 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-CJwPpo9zQ_RhuXdS2bFk?pbZuUSHECi268t07nzWSru Scale = 1:10.8 1 2 3 4 5 9 8 7 6 10 5x12 3x6 4x10 6x6 2x4 4x6 5x6 5x6 3x6 5-3-8 5-3-8 0-8-0 1-3-0 1-3-0 1-4-0 1-4-0 Plate Offsets (X,Y)-- [4:0-1-8,Edge], [6:Edge,0-1-8], [7:0-1-8,0-0-0], [8:0-1-8,Edge], [9: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 NO IRC2018/TPI2014 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774 Truss FG08 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389447 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:21 2021 Page 2 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-CJwPpo9zQ_RhuXdS2bFk?pbZuUSHECi268t07nzWSru LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-1024(B) 1=-1050(B) 10=-1024(B) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-9=-16, 1-4=-176, 4-5=-112 Concentrated Loads (lb) Vert: 4=-1047(B) 1=-1050(B) 10=-1024(B) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-9=-16, 1-3=-112, 3-5=-176 Concentrated Loads (lb) Vert: 4=-1024(B) 1=-1084(B) 10=-1059(B) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-9=-16, 1-4=-176, 4-5=-112 Concentrated Loads (lb) Vert: 4=-1047(B) 1=-1050(B) 10=-1024(B) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-9=-16, 1-3=-112, 3-5=-176 Concentrated Loads (lb) Vert: 4=-1024(B) 1=-1084(B) 10=-1059(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 B21100774 Truss FG09 Truss Type FLOOR Qty 1 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389448 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:24 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-ducXSqCrjvpGl?L1jjpRdSD8JhR9RY2Uo65hk6zWSrr Scale = 1:40.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 29 28 27 26 25 24 23 22 21 20 19 18 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 3x8 MT18HS FP 2x4 5x12 2x4 3x6 3x6 3x6 FP 3x6 FP 4x8 8x8 6x6 4x8 6x6 6x16 5x6 4x8 3x6 4x6 3x6 4x6 5x6 5x12 6x16 3x6 4x6 4x6 3x6 4x6 3x6 5x6 3x6 2-5-8 2-5-8 10-4-8 7-11-0 13-7-8 3-3-0 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 B21100774 Truss FG09 Truss Type FLOOR Qty 1 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389448 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:24 2021 Page 2 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-ducXSqCrjvpGl?L1jjpRdSD8JhR9RY2Uo65hk6zWSrr LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-61 28=-840(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 B21100774 Truss FG10 Truss Type FLOOR GIRDER Qty 1 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389449 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-1THg4sEk0qBqcS4cOsM8E4rb4uV?esYwU4KLKRzWSro Scale = 1:37.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 31 32 30 33 34 35 36 37 38 39 40 41 42 43 2x4 3x8 MT18HS FP 2x4 3x6 6x10 3x6 FP 6x6 3x6 3x6 4x6 6x6 3x4 3x6 5x6 4x6 3x6 3x6 4x8 3x6 6x6 5x12 6x6 6x8 4x6 3x6 FP 5x6 6x16 6x8 6x16 7x16 MT18HS 3x6 3-0-8 3-0-8 5-6-8 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 B21100774 Truss FG11 Truss Type FLOOR GIRDER Qty 1 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389450 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_WHOcKVwupi7k6nvDxOpRPJzWSrm 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 5x12 3x4 6x8 3x6 3x6 FP 3x6 FP 8x8 5x12 5x6 3x8 3x6 3x4 3x6 3x6 3x4 4x6 2x4 4x6 5x8 3x6 4x6 5x6 4x6 5x6 6x6 2-5-8 2-5-8 7-10-8 5-5-0 10-4-8 2-6-0 13-7-8 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 B21100774 Truss FG11 Truss Type FLOOR GIRDER Qty 1 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389450 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:29 2021 Page 2 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-zsPQVXF_YRSYrmE_WHOcKVwupi7k6nvDxOpRPJzWSrm LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-36 3=-840(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: 1=-36 3=-840(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, 3-10=-96, 10-15=-32 Concentrated Loads (lb) Vert: 1=-34 3=-840(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, 3-9=-32, 9-15=-96 Concentrated Loads (lb) Vert: 1=-67 3=-840(F) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-176, 3-10=-96, 10-15=-32 Concentrated Loads (lb) Vert: 1=-34 3=-840(F) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-9=-32, 9-15=-96 Concentrated Loads (lb) Vert: 1=-67 3=-840(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=-270 3=-360(F) 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 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774 Truss FG11 Truss Type FLOOR GIRDER Qty 1 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389450 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:29 2021 Page 3 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-zsPQVXF_YRSYrmE_WHOcKVwupi7k6nvDxOpRPJzWSrm LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-20 3=-360(F) 35=-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: 1=-20 3=-360(F) 36=-250 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: 1=-20 3=-360(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: 1=-20 3=-360(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 1=-20 3=-360(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=-270 3=-360(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=-270 3=-360(F) 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 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774 Truss FG11 Truss Type FLOOR GIRDER Qty 1 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389450 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:29 2021 Page 4 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-zsPQVXF_YRSYrmE_WHOcKVwupi7k6nvDxOpRPJzWSrm LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-20 12=-250 3=-360(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: 1=-20 13=-250 3=-360(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: 1=-20 14=-250 3=-360(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 B21100774 Truss FG12 Truss Type FLOOR GIRDER Qty 1 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389451 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_WHOcKVw0BiKv6qYDxOpRPJzWSrm Scale = 1:9.4 1 2 3 6 5 4 7 8 3x4 3x4 6x6 6x6 4x8 3x6 3-0-8 3-0-8 1-2-8 1-4-0 1-4-0 Plate Offsets (X,Y)-- [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 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774 Truss FG12 Truss Type FLOOR GIRDER Qty 1 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389451 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:29 2021 Page 2 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-zsPQVXF_YRSYrmE_WHOcKVw0BiKv6qYDxOpRPJzWSrm LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-250 2=-494(F) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-6=-20, 1-3=-120 Concentrated Loads (lb) Vert: 2=-494(F) 7=-250 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-6=-20, 1-3=-120 Concentrated Loads (lb) Vert: 2=-494(F) 8=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-6=-20, 1-3=-120 Concentrated Loads (lb) Vert: 3=-250 2=-494(F) 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-6=-20, 1-3=-120 Concentrated Loads (lb) Vert: 2=-744(F=-494) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774 Truss FG13 Truss Type FLOOR GIRDER Qty 1 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389452 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:30 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-R2zpitGcJlaPTwpB4_wrsjT9C6g7rHwNA1Y?xmzWSrl Scale = 1:9.4 1 2 3 6 5 4 7 8 9 4x6 4x6 6x6 6x6 4x8 3x6 3-2-8 3-2-8 1-3-8 1-4-0 1-4-0 Plate Offsets (X,Y)-- [4: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 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774 Truss FG13 Truss Type FLOOR GIRDER Qty 1 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389452 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:30 2021 Page 2 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-R2zpitGcJlaPTwpB4_wrsjT9C6g7rHwNA1Y?xmzWSrl LOAD CASE(S) Standard 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-6=-20, 1-3=-120 Concentrated Loads (lb) Vert: 3=-472 7=-250 8=-472 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-6=-20, 1-3=-120 Concentrated Loads (lb) Vert: 3=-472 8=-472 9=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-6=-20, 1-3=-120 Concentrated Loads (lb) Vert: 3=-722 8=-472 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-6=-20, 1-3=-120 Concentrated Loads (lb) Vert: 3=-472 2=-250 8=-472 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774 Truss FG14 Truss Type FLOOR GIRDER Qty 1 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389453 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:33 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-sdexKvIVbgy_KNXml6TYUL5c2JWf2Xaps?nfY4zWSri Scale = 1:41.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 6x6 2x4 7x16 MT18HS 2x4 3x6 6x8 6x8 6x8 6x8 3x6 5x8 5x6 6x6 6x6 5x6 5x6 4x6 3x6 5x6 3x6 3x6 8x10 8x14 MT18HS 3x16 MT18HS FP 7x16 MT18HS 2x4 SP 3x8 MT18HS FP 3x6 3x6 FP 3x6 FP 3x6 3x6 5x6 3x16 MT18HS FP 2x4 SP 20-0-12 20-0-12 24-0-0 3-11-4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774 Truss FG14 Truss Type FLOOR GIRDER Qty 1 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389453 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:33 2021 Page 2 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-sdexKvIVbgy_KNXml6TYUL5c2JWf2Xaps?nfY4zWSri LOAD CASE(S) 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-31=-13, 1-14=-80, 14-16=-500 Concentrated Loads (lb) Vert: 14=-1777(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-31=-13, 1-14=-80, 14-16=-500 Concentrated Loads (lb) Vert: 14=-1777(B) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-31=-13, 1-9=-80, 9-14=-27, 14-16=-447 Concentrated Loads (lb) Vert: 14=-1830(B) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-31=-13, 1-8=-27, 8-14=-80, 14-16=-500 Concentrated Loads (lb) Vert: 14=-1777(B) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-31=-13, 1-9=-80, 9-14=-27, 14-16=-447 Concentrated Loads (lb) Vert: 14=-1830(B) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-31=-13, 1-8=-27, 8-14=-80, 14-16=-500 Concentrated Loads (lb) Vert: 14=-1777(B) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-31=-13, 1-14=-27, 14-16=-447 Concentrated Loads (lb) Vert: 14=-837(B) 1=-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 B21100774 Truss FG14 Truss Type FLOOR GIRDER Qty 1 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389453 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:33 2021 Page 3 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-sdexKvIVbgy_KNXml6TYUL5c2JWf2Xaps?nfY4zWSri LOAD CASE(S) 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-31=-13, 1-14=-27, 14-16=-447 Concentrated Loads (lb) Vert: 14=-837(B) 42=-250 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-31=-13, 1-14=-27, 14-16=-447 Concentrated Loads (lb) Vert: 14=-837(B) 43=-250 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-31=-13, 1-14=-27, 14-16=-447 Concentrated Loads (lb) Vert: 14=-837(B) 44=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-31=-13, 1-14=-27, 14-16=-447 Concentrated Loads (lb) Vert: 14=-837(B) 45=-250 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-31=-13, 1-14=-27, 14-16=-447 Concentrated Loads (lb) Vert: 14=-837(B) 46=-250 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-31=-13, 1-14=-27, 14-16=-447 Concentrated Loads (lb) Vert: 16=-250 14=-837(B) 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-31=-13, 1-14=-27, 14-16=-447 Concentrated Loads (lb) Vert: 2=-250 14=-837(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 B21100774 Truss FG14 Truss Type FLOOR GIRDER Qty 1 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389453 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:33 2021 Page 4 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-sdexKvIVbgy_KNXml6TYUL5c2JWf2Xaps?nfY4zWSri LOAD CASE(S) 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-31=-13, 1-14=-27, 14-16=-447 Concentrated Loads (lb) Vert: 13=-250 14=-837(B) 32) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-31=-13, 1-14=-27, 14-16=-447 Concentrated Loads (lb) Vert: 14=-1087(B=-837) 33) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-31=-13, 1-14=-27, 14-16=-447 Concentrated Loads (lb) Vert: 14=-837(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 B21100774 Truss FGE01 Truss Type GABLE Qty 3 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389454 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-o0milbKl7HCiZhh8sXV0ZmA3y7NmWgn6KJGmczzWSrg Scale = 1:40.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 45 46 3x4 3x6 FP 2x4 3x4 3x4 2x4 3x4 3x6 FP 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774 Truss FGE02 Truss Type GABLE Qty 2 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389455 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-o0milbKl7HCiZhh8sXV0ZmA417NlWgp6KJGmczzWSrg Scale = 1:10.1 1 2 3 4 5 10 9 8 7 6 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 1-4-0 1-4-0 2-8-0 1-4-0 4-0-0 1-4-0 5-3-0 1-3-0 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 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100774 Truss FGE03 Truss Type GABLE Qty 1 Ply 1 ONYX+EAST- UWC- BLDG B 2ND FLOOR Job Reference (optional) I45389456 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 08:24:36 2021 Page 1 ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-GCK4zxLNubKZBrGKQF1F6_jB3WinF7fFYz?J9PzWSrf Scale = 1:9.5 1 2 3 6 5 4 7 8 3x4 3x4 3x4 3x4 2x4 2x4 1-4-0 1-4-0 2-10-14 1-6-14 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 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC 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 BC WB Matrix-R 0.30 0.09 0.06 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 2-10-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=2-10-14, 4=2-10-14, 5=2-10-14 Max Grav 6=285(LC 3), 4=292(LC 6), 5=328(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-272/0, 3-4=-278/0 WEBS 2-5=-301/0 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 1-7-3 1.00 1.00 YES IRC2018/TPI2014 CSI. 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 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 1-4-0 1-4-0 2-8-0 1-4-0 3-4-0 0-8-0 3-10-8 0-6-8 5-4-0 1-5-8 6-8-0 1-4-0 8-0-0 1-4-0 9-4-0 1-4-0 10-8-0 1-4-0 12-0-0 1-4-0 13-4-0 1-4-0 14-8-0 1-4-0 15-4-8 0-8-8 15-11-0 0-6-8 17-4-0 1-5-0 18-8-0 1-4-0 20-0-0 1-4-0 21-4-0 1-4-0 22-8-0 1-4-0 24-0-0 1-4-0 1-0-4 1-11-4 0-6-8 11-3-0 0-6-8 6-8-4 0-1-8 0-1-8 1-4-0 1-4-0 Plate Offsets (X,Y)-- [22:0-1-8,Edge], [24:0-1-8,Edge], [43:0-1-8,Edge], [45:0-1-8,0-1-0], [46:0-1-8,0-1-0] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.01 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 24 40 24 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 95 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 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 43-44,23-24. REACTIONS. All bearings 24-0-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 44, 23, 23, 41, 40, 30, 29, 43, 42, 39, 38, 37, 36, 34, 33, 32, 31, 28, 27, 26, 25, 24 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (4-5) 1) Gable studs spaced at 1-4-0 oc. 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) 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. 4) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 5) 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 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-31=-13, 1-14=-27, 14-16=-447 Concentrated Loads (lb) Vert: 3=-250 14=-837(B) 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-31=-13, 1-14=-27, 14-16=-447 Concentrated Loads (lb) Vert: 4=-250 14=-837(B) 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-31=-13, 1-14=-27, 14-16=-447 Concentrated Loads (lb) Vert: 5=-250 14=-837(B) 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-31=-13, 1-14=-27, 14-16=-447 Concentrated Loads (lb) Vert: 7=-250 14=-837(B) 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-31=-13, 1-14=-27, 14-16=-447 Concentrated Loads (lb) Vert: 14=-837(B) 8=-250 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-31=-13, 1-14=-27, 14-16=-447 Concentrated Loads (lb) Vert: 9=-250 14=-837(B) 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-31=-13, 1-14=-27, 14-16=-447 Concentrated Loads (lb) Vert: 11=-250 14=-837(B) 30) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-31=-13, 1-14=-27, 14-16=-447 Concentrated Loads (lb) Vert: 12=-250 14=-837(B) Continued on page 4 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-31=-13, 1-14=-27, 14-16=-447 Concentrated Loads (lb) Vert: 14=-837(B) 34=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-31=-13, 1-14=-27, 14-16=-447 Concentrated Loads (lb) Vert: 14=-837(B) 35=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-31=-13, 1-14=-27, 14-16=-447 Concentrated Loads (lb) Vert: 14=-837(B) 36=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-31=-13, 1-14=-27, 14-16=-447 Concentrated Loads (lb) Vert: 14=-837(B) 37=-250 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-31=-13, 1-14=-27, 14-16=-447 Concentrated Loads (lb) Vert: 14=-837(B) 38=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-31=-13, 1-14=-27, 14-16=-447 Concentrated Loads (lb) Vert: 14=-837(B) 39=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-31=-13, 1-14=-27, 14-16=-447 Concentrated Loads (lb) Vert: 14=-837(B) 40=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-31=-13, 1-14=-27, 14-16=-447 Concentrated Loads (lb) Vert: 14=-837(B) 41=-250 Continued on page 3 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)-- [5:0-4-0,Edge], [7:0-2-8,Edge], [9:0-1-8,Edge], [14:0-4-0,Edge], [17:Edge,0-3-0], [22:0-3-0,Edge], [24:0-3-0,Edge], [25:0-3-0,0-0-0], [26:0-1-8,Edge], [27:0-3-0,Edge], [29:0-3-8,Edge], [32:0-1-8,0-1-0], [33:0-1-8,0-0-8] 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 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.37 -0.78 0.10 (loc) 24-25 24-25 17 l/defl >775 >366 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 199 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) 31=0-5-8, 17=0-5-8 Max Grav 31=1514(LC 1), 17=4025(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-31=-263/25, 16-17=-414/0, 2-3=-3239/0, 3-4=-5974/0, 4-5=-5974/0, 5-7=-8030/0, 7-8=-10114/0, 8-9=-10114/0, 9-11=-10828/0, 11-12=-11196/0, 12-13=-11196/0, 13-14=-10989/0, 14-15=-7897/0 BOT CHORD 30-31=0/1869, 29-30=0/4684, 27-29=0/7152, 26-27=0/9009, 25-26=0/10114, 24-25=0/10114, 22-24=0/11205, 20-22=0/11158, 19-20=0/10716, 18-19=0/10719, 17-18=0/4828 WEBS 2-31=-2310/0, 2-30=0/1818, 3-30=-1911/0, 3-29=0/1673, 5-29=-1527/0, 5-27=0/1163, 7-27=-1295/0, 7-26=0/1708, 9-24=0/1230, 11-24=-709/0, 14-20=-76/349, 15-17=-6132/0, 15-18=0/4083, 14-18=-3865/0, 8-26=-639/0, 9-25=-551/0 NOTES- (11-12) 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 23 = 11%, joint 21 = 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 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) 1830 lb down at 20-0-12 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.). LOAD CASE(S) Continued on page 2 March 29,2021 WB Matrix-P 0.26 0.04 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 23 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 3-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 4=Mechanical Max Grav 6=996(LC 1), 4=1857(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-979/0, 3-4=-1839/0, 1-2=-862/0, 2-3=-862/0 WEBS 3-5=0/1090, 1-5=0/1090, 2-5=-1311/0 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: 4-6=-20, 1-3=-200 Concentrated Loads (lb) Vert: 3=-1101 8=-1101 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-6=-20, 1-3=-200 Concentrated Loads (lb) Vert: 3=-1101 8=-1101 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-6=-20, 1-3=-120 Concentrated Loads (lb) Vert: 3=-472 1=-250 8=-472 Continued on page 2 March 29,2021 WB Matrix-P 0.15 0.04 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 22 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 3-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=Mechanical, 4=Mechanical Max Grav 6=865(LC 1), 4=865(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-848/0, 3-4=-848/0, 1-2=-856/0, 2-3=-856/0 WEBS 3-5=0/1108, 1-5=0/1108, 2-5=-1384/0 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. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1116 lb down at 1-5-14 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). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-6=-20, 1-3=-200 Concentrated Loads (lb) Vert: 2=-1116(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-6=-20, 1-3=-200 Concentrated Loads (lb) Vert: 2=-1116(F) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-6=-20, 1-3=-120 Continued on page 2 March 29,2021 Concentrated Loads (lb) Vert: 1=-20 2=-250 3=-360(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: 1=-20 3=-610(F=-360) 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: 1=-20 4=-250 3=-360(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: 1=-20 5=-250 3=-360(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: 1=-20 7=-250 3=-360(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: 1=-20 8=-250 3=-360(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: 1=-20 9=-250 3=-360(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: 1=-20 10=-250 3=-360(F) 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 Continued on page 4 Concentrated Loads (lb) Vert: 1=-20 3=-360(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: 1=-20 3=-360(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: 1=-20 3=-360(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: 1=-20 3=-360(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: 1=-20 6=-250 3=-360(F) 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: 1=-20 3=-360(F) 32=-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: 1=-20 3=-360(F) 33=-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: 1=-20 3=-360(F) 34=-250 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 Continued on page 3 3-3-0 16-1-8 2-6-0 18-7-8 2-6-0 19-11-0 1-3-8 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)-- [10:0-3-0,Edge], [15:0-3-0,Edge], [20:0-1-8,0-0-0], [21:0-1-8,Edge], [25:0-5-8,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-S 0.69 0.88 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.52 0.10 (loc) 21-22 21-22 16 l/defl >823 >457 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 119 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 26=0-5-8, 16=Mechanical Max Grav 26=2042(LC 1), 16=1211(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-339/0, 15-16=-1205/0, 2-3=-3619/0, 3-4=-3642/0, 4-5=-5053/0, 5-7=-5053/0, 7-8=-5612/0, 8-9=-5369/0, 9-10=-5369/0, 10-12=-4650/0, 12-13=-3165/0, 13-14=-1109/0, 14-15=-1109/0 BOT CHORD 25-26=0/2219, 23-25=0/4475, 22-23=0/5432, 21-22=0/5718, 20-21=0/5369, 19-20=0/5369, 18-19=0/3988, 17-18=0/2288 WEBS 2-26=-2898/0, 2-25=0/2187, 4-25=-1031/0, 4-23=0/767, 5-23=-290/1, 9-21=-2/404, 7-23=-503/0, 7-22=0/333, 8-21=-721/49, 14-17=-260/36, 10-19=-1063/0, 12-19=0/968, 12-18=-1117/0, 13-18=0/1189, 13-17=-1566/0, 15-17=0/1598, 3-25=-1026/0 NOTES- 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) 840 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). 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 Continued on page 2 March 29,2021 2-6-0 10-0-8 4-6-0 11-3-8 1-3-0 13-9-8 2-6-0 16-5-0 2-7-8 17-8-12 1-3-12 18-11-0 1-2-4 21-8-0 2-9-0 1-2-0 1-3-0 1-9-0 1-1-8 1-0-0 0-1-8 0-1-8 1-4-0 0-5-1-8 2-8 0-1-8 1-4-0 Plate Offsets (X,Y)-- [2:0-1-8,Edge], [8:0-3-0,Edge], [23:0-3-0,0-0-0], [24:0-1-8,Edge], [26:0-3-0,Edge], [28:0-1-8,Edge], [30:0-1-8,0-1-0], [32:0-0-0,0-3-12] 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-S 0.51 0.65 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.49 0.06 (loc) 22-23 22-23 16 l/defl >949 >524 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 182 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) 16=0-5-8, 32=0-3-0 Max Grav 16=3071(LC 1), 32=1269(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 15-16=-327/0, 1-2=-1489/0, 2-3=-2772/0, 3-4=-2778/0, 4-6=-4721/0, 6-7=-6981/0, 7-8=-6981/0, 8-9=-7674/0, 9-10=-8006/0, 10-12=-7750/0, 12-13=-7753/0, 13-14=-5626/0 BOT CHORD 27-28=0/1489, 26-27=0/3879, 24-26=0/5769, 23-24=0/6981, 22-23=0/6981, 21-22=0/8033, 19-21=0/7973, 18-19=0/7524, 17-18=0/7523, 16-17=0/3635 WEBS 8-23=-494/0, 7-24=-598/0, 8-22=0/1097, 9-22=-613/0, 10-21=-97/256, 3-27=-285/0, 4-27=-1438/0, 4-26=0/1143, 6-26=-1416/0, 6-24=0/1712, 2-27=0/1696, 2-28=-1204/0, 1-28=0/1825, 10-19=-416/24, 13-19=-29/425, 13-17=-2547/0, 14-17=0/2649, 14-16=-4614/0, 1-32=-1287/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Bearing at joint(s) 32 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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) 838 lb down at 17-8-12 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). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-29=-13, 1-13=-80, 13-15=-500 Concentrated Loads (lb) Vert: 13=-785(F) March 29,2021 10-4-8 1-3-0 0-9-4 1-4-4 1-9-0 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,0-1-8], [21:0-2-4,Edge], [23:0-3-0,0-0-0], [26:0-5-12,Edge], [29:Edge,0-1-8], [30:0-1-8,0-1-0], [31:0-1-8,0-1-0] 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 0.22 0.78 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.60 0.12 (loc) 23-24 23-24 18 l/defl >834 >476 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 149 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) 29=0-5-8, 18=0-5-8 Max Grav 29=1923(LC 1), 18=1185(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-29=-307/0, 17-18=-263/26, 2-3=-3557/0, 3-4=-3561/0, 4-5=-5242/0, 5-6=-5242/0, 6-8=-6519/0, 8-9=-6906/0, 9-10=-6906/0, 10-12=-6639/0, 12-13=-5934/0, 13-14=-4283/0, 14-15=-4283/0, 15-16=-2402/0 BOT CHORD 28-29=0/2099, 27-28=0/4493, 26-27=0/5901, 24-26=0/6802, 23-24=0/6906, 22-23=0/6906, 21-22=0/6380, 20-21=0/5121, 19-20=0/3403, 18-19=0/1360 WEBS 16-18=-1768/0, 2-29=-2741/0, 16-19=0/1413, 2-28=0/2277, 15-19=-1358/0, 4-28=-1155/0, 15-20=0/1169, 14-20=-281/10, 4-27=0/993, 5-27=-307/0, 13-20=-1110/0, 6-27=-872/0, 13-21=0/1021, 6-26=0/777, 12-21=-636/0, 8-26=-404/0, 12-22=-21/524, 8-24=-249/418, 10-22=-646/94, 3-28=-315/0 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) 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. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 840 lb down at 2-5-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-29=-13, 1-17=-80 Continued on page 2 March 29,2021 CSI. TC BC WB Matrix-SH 0.55 0.67 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.01 (loc) 8 8-9 6 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 34 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 5-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 9=0-3-8, 6=Mechanical Max Grav 9=2465(LC 1), 6=1589(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-1001/0, 2-3=-1929/0, 3-4=-1929/0 BOT CHORD 8-9=0/1082, 7-8=0/1929, 6-7=0/1929 WEBS 4-6=-2466/0, 3-8=-761/0, 2-8=0/1148, 2-9=-1811/0 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) 1084 lb down at 0-2-4, and 1059 lb down at 2-0-9, and 1047 lb down at 3-7-12 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: 6-9=-16, 1-5=-176 Concentrated Loads (lb) Vert: 4=-1024(B) 1=-1050(B) 10=-1024(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-9=-16, 1-5=-176 Continued on page 2 March 29,2021 WB Matrix-SH 0.09 0.31 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.01 (loc) 7 6-7 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 24 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=1200(LC 1), 5=1200(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-953/0 BOT CHORD 7-8=0/953, 6-7=0/953, 5-6=0/953 WEBS 3-5=-1433/0, 2-8=-1433/0 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) 839 lb down at 0-11-8, and 831 lb down at 2-3-8 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=-16, 1-4=-226(F=-130) Concentrated Loads (lb) Vert: 3=-807(B) 2=-807(B) March 29,2021 CSI. TC BC WB Matrix-P 0.44 0.65 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 0.02 (loc) 7 6-7 6 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 44 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 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=2087(LC 1), 6=1737(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2801/0, 3-4=-2785/0 BOT CHORD 7-8=0/1915, 6-7=0/2006 WEBS 4-6=-2611/0, 3-7=-1505/0, 2-7=0/1258, 2-8=-2734/0, 4-7=0/1018 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) 955 lb down at 1-2-0, and 955 lb down at 2-6-0, and 955 lb down at 3-4-0 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=-16, 1-5=-176 Concentrated Loads (lb) Vert: 3=-955(B) 2=-955(B) 9=-955(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-8=-16, 1-5=-176 Concentrated Loads (lb) Vert: 3=-955(B) 2=-955(B) 9=-955(B) March 29,2021 3-11-4 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)-- [2:0-3-12,Edge], [5:0-2-12,Edge], [9:0-3-0,Edge], [22:0-3-0,Edge], [24:0-3-0,Edge], [25:0-3-0,0-0-0], [26:0-3-0,Edge], [27:0-3-0,Edge], [29:0-3-8,Edge], [32:0-1-8,0-1-0], [33:0-1-8,0-1-0] 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 0.51 0.76 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.43 -0.77 0.09 (loc) 24-25 24-25 17 l/defl >657 >369 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 182 lb FT = 20%F, 11%E GRIP 197/144 197/144 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) 31=0-5-8, 17=0-5-8 Max Grav 31=1597(LC 1), 17=2937(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3375/0, 3-4=-6137/0, 4-5=-6137/0, 5-7=-8122/0, 7-8=-9898/0, 8-9=-9898/0, 9-11=-10323/0, 11-12=-10237/0, 12-13=-10237/0, 13-14=-9444/0, 14-15=-6311/0 BOT CHORD 30-31=0/1964, 29-30=0/4855, 27-29=0/7296, 26-27=0/9011, 25-26=0/9898, 24-25=0/9898, 22-24=0/10479, 20-22=0/9957, 19-20=0/8824, 18-19=0/8825, 17-18=0/3577 WEBS 2-31=-2428/0, 2-30=0/1872, 3-30=-1959/0, 3-29=0/1661, 5-29=-1503/0, 5-27=0/1093, 7-27=-1179/0, 7-26=0/1478, 9-24=0/920, 11-24=-456/0, 11-22=-314/0, 13-22=0/363, 13-20=-678/0, 14-20=0/793, 15-17=-4547/0, 15-18=0/3637, 14-18=-3443/0, 8-26=-536/0, 9-25=-478/0 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 23 = 11%, joint 21 = 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) CAUTION, Do not erect truss backwards. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1569 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 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 March 29,2021 1-3-0 1-9-0 1-1-8 0-11-8 0-1-8 0-1-8 1-4-0 0-1-8 1-4-0 Plate Offsets (X,Y)-- [9:0-1-8,Edge], [15:0-1-8,Edge], [16:Edge,0-3-0], [20:0-3-0,0-0-0], [21:0-3-0,Edge], [23:0-5-4,Edge], [27:Edge,0-1-8], [28:0-1-8,0-1-0], [29:0-1-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.92 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.43 0.08 (loc) 20-21 20-21 16 l/defl >974 >552 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 144 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) *Except* 1-10,1-6: 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) *Except* 16-22: 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) 27=0-5-8, 16=0-3-8 Max Grav 27=1330(LC 1), 16=2015(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 15-16=-1995/0, 2-3=-2679/0, 3-4=-4717/0, 4-5=-4717/0, 5-7=-6020/0, 7-8=-7226/0, 8-9=-7226/0, 9-11=-7133/0, 11-12=-6388/0, 12-13=-6398/0, 13-14=-2554/0, 14-15=-2554/0 BOT CHORD 26-27=0/1524, 25-26=0/3785, 23-25=0/5492, 21-23=0/6694, 20-21=0/7226, 19-20=0/7226, 18-19=0/6937, 17-18=0/4672 WEBS 8-21=-323/0, 9-20=-253/26, 12-18=-1132/0, 2-27=-1981/0, 2-26=0/1566, 3-26=-1501/0, 3-25=0/1237, 5-25=-1028/0, 5-23=0/717, 7-23=-911/0, 7-21=0/1029, 9-19=-248/329, 11-19=-37/301, 11-18=-712/0, 15-17=0/3106, 13-17=-2760/0, 13-18=0/2350 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 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) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1175 lb down at 16-2-4 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). 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: 16-27=-16, 1-15=-96 Continued on page 2 March 29,2021 6-0-8 24-0-0 1-9-4 1-3-0 1-9-0 1-1-8 0-6-8 1-4-0 0-1-8 0-1-8 1-4-0 0-1-8 1-4-0 Plate Offsets (X,Y)-- [9:0-1-8,Edge], [16:0-5-4,Edge], [18:Edge,0-3-0], [26:0-3-0,0-0-0], [27:0-1-8,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 1-7-3 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.97 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.49 -0.88 0.12 (loc) 25-26 25-26 18 l/defl >583 >325 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 230 lb FT = 20%F, 11%E GRIP 197/144 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) *Except* 13-23,11-23,12-23: 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 32=0-5-8, 18=0-5-8 Max Grav 32=1799(LC 1), 18=3631(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3947/0, 3-4=-7188/0, 4-5=-7188/0, 5-7=-9611/0, 7-8=-12055/0, 8-9=-12055/0, 9-11=-12888/0, 11-12=-13238/0, 12-13=-13230/0, 13-14=-10109/0, 14-15=-10109/0, 15-16=-6465/0 BOT CHORD 31-32=0/2193, 30-31=0/5660, 28-30=0/8581, 27-28=0/10759, 26-27=0/12055, 25-26=0/12055, 23-25=0/13313, 22-23=0/11735, 20-22=0/8342, 19-20=0/5128, 18-19=0/5132 WEBS 13-23=0/1876, 13-22=-2108/0, 2-32=-2789/0, 2-31=0/2321, 3-31=-2267/0, 3-30=0/1981, 5-30=-1806/0, 5-28=0/1363, 7-28=-1521/0, 7-27=0/2018, 9-25=0/1451, 11-25=-819/0, 15-22=0/2291, 15-20=-2517/0, 16-20=0/2232, 8-27=-758/0, 9-26=-649/0, 12-23=-1087/0, 16-18=-6188/0 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 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) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1175 lb down at 16-2-4, and 1712 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 Continued on page 2 March 29,2021 24-0-0 1-9-4 1-3-0 1-9-0 0-9-8 1-4-0 0-1-8 0-1-8 1-4-0 0-1-8 1-4-0 Plate Offsets (X,Y)-- [3:0-4-0,Edge], [5:0-3-0,Edge], [7:0-3-0,Edge], [14:0-3-0,Edge], [21:0-4-0,Edge], [24:0-1-8,0-0-0], [25:0-1-8,Edge], [29:0-2-8,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 0.58 0.88 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.42 -0.76 0.13 (loc) 24 23-24 17 l/defl >675 >376 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 151 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) *Except* 1-6,1-10: 2x4 SPF No.2(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) *Except* 17-21: 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) 17=0-5-8, 30=0-5-8 Max Grav 17=2993(LC 1), 30=1237(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2526/0, 3-4=-4505/0, 4-5=-4505/0, 5-7=-5872/0, 7-8=-6984/0, 8-9=-6984/0, 9-11=-7107/0, 11-12=-6854/0, 12-13=-6374/0, 13-14=-6369/0, 14-15=-4913/0 BOT CHORD 29-30=0/1423, 28-29=0/3587, 26-28=0/5314, 25-26=0/6415, 24-25=0/6984, 23-24=0/6984, 22-23=0/7146, 21-22=0/6700, 19-21=0/5748, 18-19=0/4168, 17-18=0/4171 WEBS 9-23=-91/440, 11-23=-283/145, 11-22=-397/0, 12-21=-413/0, 2-30=-1850/0, 2-29=0/1495, 3-29=-1440/0, 3-28=0/1218, 5-28=-1075/0, 5-26=0/757, 7-26=-737/0, 14-21=0/822, 14-19=-1104/0, 15-19=0/1069, 15-17=-5062/0, 8-25=-563/0, 7-25=0/1050 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 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) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2066 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=-13, 1-16=-80 Continued on page 2 March 29,2021 3-7-4 10-6-0 6-10-12 12-3-0 1-9-0 15-7-12 3-4-12 24-0-0 8-4-4 1-7-0 1-7-0 1-5-8 1-3-0 1-9-0 1-8-8 1-6-8 0-1-8 0-1-8 1-4-0 1-4-0 Plate Offsets (X,Y)-- [3:0-4-8,Edge], [10:0-3-0,0-0-0], [19:Edge,0-1-8], [25:0-1-8,Edge], [26:0-1-8,Edge], [30:0-4-8,Edge], [31:Edge,0-1-8], [32:0-1-8,0-1-0], [33:0-1-8,0-1-0] 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 0.47 0.90 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.45 -0.79 0.14 (loc) 25 25 19 l/defl >631 >361 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 139 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 31=0-5-8, 19=0-5-8 Max Uplift 31=-220(LC 7), 19=-22(LC 7) Max Grav 31=1323(LC 1), 19=1323(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3392/782, 3-4=-4683/643, 4-6=-4683/643, 6-8=-5978/467, 8-9=-6798/551, 9-10=-6798/551, 10-11=-6798/551, 11-12=-6243/1062, 12-13=-6244/1064, 13-15=-4689/461, 15-16=-4689/461, 16-17=-2663/140 BOT CHORD 30-31=-375/1829, 29-30=-816/3494, 27-29=-536/5461, 26-27=-457/6453, 25-26=-551/6798, 24-25=-789/6701, 23-24=-789/6701, 21-23=-713/5430, 20-21=-277/3760, 19-20=-53/1516 WEBS 3-30=-1001/332, 12-23=-221/441, 9-26=-436/97, 10-25=-298/138, 2-31=-2198/452, 2-30=-491/1881, 8-26=-126/801, 8-27=-645/0, 6-27=0/701, 6-29=-1033/0, 3-29=0/1447, 11-25=-286/572, 11-23=-566/0, 17-19=-1971/70, 17-20=-118/1555, 16-20=-1488/185, 16-21=-245/1234, 13-21=-984/334, 13-23=-421/976 NOTES- (11-12) 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 22 = 11% 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 220 lb uplift at joint 31 and 22 lb uplift at joint 19. 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) Load case(s) 7 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 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 up at 3-7-4, and 500 lb up at 15-7-12 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 Except: March 29,2021 16-3-4 0-1-12 21-3-0 4-11-12 24-0-0 2-9-0 1-3-0 1-9-0 1-0-0 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], [16:0-1-8,Edge], [23:0-1-8,0-0-0], [24:0-1-8,Edge], [30:0-1-8,0-1-0], [31:0-1-8,0-1-0] 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 0.61 0.80 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.33 0.03 (loc) 24-25 24-25 21 l/defl >999 >580 n/a L/d 480 360 n/a PLATES MT20 Weight: 111 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) *Except* 20-26: 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, Except: 6-0-0 oc bracing: 21-22,19-21,18-19. REACTIONS. (size) 29=0-5-8, 17=0-5-8, 21=0-5-8 Max Grav 29=688(LC 3), 17=340(LC 26), 21=1312(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-29=-259/33, 16-17=-259/34, 2-3=-1221/0, 3-4=-1931/0, 4-5=-1931/0, 5-6=-2142/0, 6-7=-1552/0, 7-8=-1552/0, 8-9=-698/0, 9-11=0/832, 11-12=0/832, 12-13=-251/318, 13-14=-251/318, 14-15=-341/52 BOT CHORD 28-29=0/737, 27-28=0/1661, 25-27=0/2119, 24-25=0/2039, 23-24=0/1552, 22-23=0/1552, 19-21=-544/0, 18-19=-152/410, 17-18=0/304 WEBS 15-17=-404/0, 2-29=-979/0, 2-28=0/674, 3-28=-611/0, 14-19=-355/0, 13-19=-271/44, 3-27=0/422, 4-27=-271/45, 12-19=0/485, 5-27=-363/48, 9-21=-1049/0, 6-25=-44/255, 9-22=0/931, 6-24=-706/0, 8-22=-1178/0, 7-24=0/295, 8-23=0/370, 11-21=-298/23, 12-21=-558/0 NOTES- (5-6) 1) Unbalanced floor live loads have been considered for this design. 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) 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. 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 16-1-8 0-6-4 21-3-0 5-1-8 24-0-0 2-9-0 1-3-0 1-9-0 0-7-4 1-7-12 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], [16:0-1-8,Edge], [23:0-1-8,0-0-0], [24:0-1-8,Edge], [30:0-1-8,0-1-0], [31:0-1-8,0-1-0] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.97 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.40 0.04 (loc) 24-25 24-25 17 l/defl >815 >468 n/a L/d 480 360 n/a PLATES MT20 Weight: 111 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) *Except* 20-26: 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 2-2-0 oc bracing. REACTIONS. (size) 29=0-5-8, 17=0-5-8, 21=0-5-8 Max Grav 29=808(LC 3), 17=387(LC 4), 21=1511(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1428/0, 3-4=-2242/0, 4-5=-2242/0, 5-6=-2460/0, 6-7=-1703/0, 7-8=-1703/0, 8-9=-635/0, 9-10=0/755, 10-12=0/758, 12-13=-450/106, 13-14=-450/106, 14-15=-514/0 BOT CHORD 28-29=0/865, 27-28=0/1936, 25-27=0/2449, 24-25=0/2317, 23-24=0/1703, 22-23=0/1703, 21-22=-316/0, 19-21=-311/169, 18-19=0/594, 17-18=0/386 WEBS 15-17=-512/0, 2-29=-1149/0, 2-28=0/783, 3-28=-707/0, 14-19=-270/0, 3-27=0/415, 12-19=0/453, 5-27=-281/0, 12-21=-801/0, 9-22=0/1131, 6-24=-883/0, 8-22=-1478/0, 7-24=0/316, 8-23=0/466, 10-21=-254/0, 9-21=-901/0 NOTES- (4-5) 1) Unbalanced floor live loads have been considered for this design. 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) 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. 4) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 5) 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 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 -0.28 -0.49 0.08 (loc) 19-20 19-20 14 l/defl >855 >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) *Except* 9-13: 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 24=0-5-8, 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=0/3372, 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=-322/0, 6-19=-363/263, 8-18=-9/260, 8-17=-842/0, 10-17=0/682, 10-16=-949/0, 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 >849 >481 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) *Except* 10-13: 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 24=0-5-8, 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=-1101/0, 2-3=-2081/0, 3-4=-3539/0, 4-5=-3539/0, 5-6=-4360/0, 6-7=-4506/0, 7-8=-4506/0, 8-9=-4011/0, 9-11=-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=0/3573, 15-16=0/2184 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=-817/0, 9-17=0/667, 9-16=-929/0, 11-16=0/1002, 11-15=-1329/0, 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 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 0.68 0.92 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.39 0.04 (loc) 14-15 14-15 11 l/defl >839 >483 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 74 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF No.2(flat) *Except* 11-16: 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, Except: 2-2-0 oc bracing: 13-14. REACTIONS. (size) 19=0-5-8, 11=Mechanical Max Grav 19=878(LC 1), 11=884(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1578/0, 3-4=-2540/0, 4-5=-2540/0, 5-6=-2896/0, 6-7=-2345/0, 7-8=-2345/0, 8-9=-1418/0 BOT CHORD 18-19=0/943, 17-18=0/2159, 15-17=0/2821, 14-15=0/2835, 13-14=0/2345, 12-13=0/2345, 11-12=0/682 WEBS 2-19=-1253/0, 2-18=0/882, 3-18=-808/0, 3-17=0/518, 5-17=-382/0, 6-14=-736/0, 7-14=0/258, 8-13=0/398, 8-12=-1260/0, 9-12=0/1024, 9-11=-1045/0 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 Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,Edge], [20:0-1-8,0-0-0], [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 0.72 0.65 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.58 0.09 (loc) 21 21 15 l/defl >788 >449 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 4-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 15=Mechanical, 26=0-5-8 Max Grav 15=1019(LC 1), 26=1014(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 14-15=-1019/0, 2-3=-1925/0, 3-4=-3325/0, 4-5=-3325/0, 5-6=-4185/0, 6-7=-4570/0, 7-8=-4570/0, 8-9=-4313/0, 9-11=-3578/0, 11-12=-2342/0, 12-13=-2342/0, 13-14=-559/0 BOT CHORD 25-26=0/1105, 24-25=0/2704, 22-24=0/3862, 21-22=0/4467, 20-21=0/4570, 19-20=0/4570, 18-19=0/4053, 17-18=0/3066, 16-17=0/1518 WEBS 2-26=-1469/0, 2-25=0/1140, 3-25=-1084/0, 3-24=0/844, 5-24=-729/0, 5-22=0/450, 6-22=-417/0, 6-21=-140/428, 8-19=-555/0, 9-19=0/459, 9-18=-661/0, 11-18=0/712, 11-17=-983/0, 13-17=0/1120, 13-16=-1334/0, 14-16=0/1106 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=0-5-8, 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 3-7-4 15-7-12 3-4-0 3-4-0 3-10-8 0-6-8 10-6-0 6-7-8 12-3-0 1-9-0 15-4-8 3-1-8 15-11-0 0-6-8 24-0-0 8-1-0 1-5-12 1-5-12 0-6-8 1-3-0 1-9-0 1-7-8 0-6-8 1-4-0 0-1-8 0-1-8 1-4-0 1-4-0 Plate Offsets (X,Y)-- [3:0-1-8,Edge], [4:0-1-8,Edge], [9:0-1-8,Edge], [10:0-1-8,0-0-0], [12:0-1-8,Edge], [13:0-1-8,0-0-0], [18:0-1-8,Edge], [19:Edge,0-1-8], [23:0-1-8,Edge], [24:0-1-8,Edge], [25:0-1-8,Edge], [26:0-1-8,Edge], [30:0-1-8,0-0-0], [31:0-1-8,Edge], [32:Edge,0-1-8], [33:0-1-8,0-1-0], [34:0-1-8,0-1-0] 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 0.61 0.81 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.43 -0.75 0.11 (loc) 24-25 24-25 19 l/defl >668 >380 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 119 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(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 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 26-27,19-20. REACTIONS. (size) 32=0-5-8, 19=0-5-8 Max Uplift 32=-127(LC 11) Max Grav 32=1103(LC 1), 19=1103(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2693/494, 3-4=-2693/494, 4-5=-3768/269, 5-6=-3768/269, 6-8=-4740/22, 8-9=-5400/49, 9-10=-5400/49, 10-11=-5400/49, 11-12=-4932/546, 12-13=-4932/546, 13-14=-4932/546, 14-15=-3710/117, 15-16=-3710/117, 16-17=-2120/0 BOT CHORD 31-32=-207/1376, 30-31=-494/2693, 29-30=-494/2693, 27-29=-116/4341, 26-27=0/5131, 25-26=-49/5400, 24-25=-264/5338, 23-24=-546/4932, 21-23=-291/4317, 20-21=-1/2985, 19-20=0/1208 WEBS 3-31=-656/258, 4-30=-440/15, 9-26=-309/47, 13-23=-384/255, 2-32=-1718/260, 2-31=-364/1673, 8-26=-89/638, 8-27=-562/0, 6-27=0/570, 6-29=-794/0, 5-29=-264/0, 4-29=0/1457, 11-25=-215/425, 11-24=-648/0, 17-19=-1606/0, 17-20=-13/1268, 16-20=-1203/69, 16-21=-158/986, 14-21=-825/237, 14-23=-337/895 NOTES- (9-10) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 127 lb uplift at joint 32. 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) 11 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) 500 lb up at 15-7-12, and 500 lb up at 3-7-4 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). 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 Except: Continued on page 2 March 29,2021