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HomeMy WebLinkAboutBldg C 3rd Floor Sealed Truss16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). March 29,2021 Liu, Xuegang Pages or sheets covered by this seal: I45389576 thru I45389595 My license renewal date for the state of Indiana is July 31, 2022. B21100776A ONYX+EAST- UWC BLDG C 3RD FLOOR IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss F09 Truss Type FLOOR Qty 80 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389576 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-PVMA050Y_jwJ2AI4ZotlCDw6OnsiATJjtGNf1HzWR0d 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 3x4 3x6 3x4 3x4 3x4 3x4 3x4 3x4 3x4 2x4 2x4 3x16 MT18HS FP 2-9-02-9-0 7-10-85-1-8 13-7-85-9-0 16-1-82-6-0 21-3-05-1-8 24-0-02-9-0 1-3-0 1-9-0 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,Edge], [15:0-1-8,Edge], [16:Edge,0-1-8], [22:0-1-8,0-0-0], [23:0-1-8,Edge], [28:Edge,0-1-8], [29:0-1-8,0-1-0], [30:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.52 0.82 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.42 -0.73 0.11 (loc) 22 22 16 l/defl >679 >389 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 108 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)28=0-3-8, 16=0-5-8 Max Grav 28=1103(LC 1), 16=1103(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2118/0, 3-4=-3711/0, 4-5=-3711/0, 5-6=-4746/0, 6-7=-5399/0, 7-8=-5399/0, 8-9=-5306/0, 9-11=-4759/0, 11-12=-3711/0, 12-13=-3711/0, 13-14=-2118/0 BOT CHORD 27-28=0/1206, 26-27=0/2991, 24-26=0/4340, 23-24=0/5135, 22-23=0/5399, 21-22=0/5399, 20-21=0/5152, 18-20=0/4334, 17-18=0/2990, 16-17=0/1206 WEBS 14-16=-1604/0, 2-28=-1604/0, 14-17=0/1268, 2-27=0/1268, 13-17=-1213/0, 3-27=-1214/0, 13-18=0/981, 3-26=0/979, 11-18=-846/0, 5-26=-855/0, 11-20=0/591, 5-24=0/565, 9-20=-547/0, 6-24=-542/0, 9-21=0/378, 6-23=-16/628, 8-21=-417/167, 7-23=-261/0 NOTES-(5-6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 29,2021 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss F10 Truss Type FLOOR Qty 12 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389577 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-thwYDR1Al12AgKtG6VO_lQTDhBFnvwvs6w6CajzWR0c Scale = 1:36.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 27 3x16 MT18HS FP 2x4 4x6 2x4 3x4 3x6 FP 4x6 4x6 4x6 4x6 4x6 4x6 4x6 4x6 2x4 4x6 2x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 2x4 2x4 2-9-02-9-0 7-10-85-1-8 14-10-87-0-0 20-0-05-1-8 22-1-02-1-0 1-3-0 1-9-0 0-7-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,0-0-0], [16:Edge,0-1-8], [20:0-1-8,Edge], [21:0-1-8,Edge], [27:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.64 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.59 0.09 (loc) 21 21 16 l/defl >778 >445 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 101 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)26=0-3-8, 16=Mechanical Max Grav 26=1014(LC 1), 16=1019(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1925/0, 3-4=-3325/0, 4-5=-3325/0, 5-6=-4187/0, 6-7=-4564/0, 7-8=-4564/0, 8-9=-4564/0, 9-11=-4000/0, 11-12=-3016/0, 12-13=-3016/0, 13-14=-1481/0 BOT CHORD 25-26=0/1105, 24-25=0/2704, 22-24=0/3862, 21-22=0/4466, 20-21=0/4564, 19-20=0/4354, 18-19=0/3618, 17-18=0/2325, 16-17=0/602 WEBS 14-16=-1191/0, 2-26=-1469/0, 14-17=0/1222, 2-25=0/1140, 13-17=-1175/0, 3-25=-1084/0, 13-18=0/938, 3-24=0/843, 11-18=-819/0, 5-24=-730/0, 11-19=0/531, 5-22=0/451, 9-19=-492/0, 6-22=-409/0, 9-20=-32/540, 6-21=-145/427 NOTES-(7-8) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 29,2021 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss F11 Truss Type FLOOR Qty 8 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389578 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-LtTwRn2oWLA1IUSSgDvDHe0OBbYfeOx0Lasl69zWR0b Scale = 1:29.3 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 3x6 FP 2x4 3x6 2x4 3x6 3x6 FP4x6 4x6 3x4 3x6 2x4 3x4 3x4 3x4 2x4 3x4 2x4 3x4 3x6 3x6 4x6 4x10 2-9-02-9-0 7-10-85-1-8 10-4-82-6-0 13-7-83-3-0 16-1-82-6-0 17-9-01-7-8 1-3-0 1-9-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,Edge], [11:0-4-8,Edge], [15:0-1-8,0-0-0], [16:0-1-8,Edge], [22:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.82 0.79 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.38 0.04 (loc) 16-17 16-17 12 l/defl >967 >549 n/a L/d 480 360 n/a PLATES MT20 Weight: 82 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)21=0-3-8, 12=Mechanical Max Grav 21=809(LC 1), 12=814(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 11-12=-811/0, 2-3=-1482/0, 3-4=-2444/0, 4-5=-2444/0, 5-6=-2900/0, 6-7=-2668/0, 7-8=-2668/0, 8-10=-2039/0, 10-11=-854/0 BOT CHORD 20-21=0/873, 18-20=0/2047, 17-18=0/2765, 16-17=0/2931, 15-16=0/2668, 14-15=0/2668, 13-14=0/1548 WEBS 2-21=-1161/0, 2-20=0/847, 3-20=-785/0, 3-18=0/540, 5-18=-437/0, 6-16=-463/10, 8-15=0/319, 8-14=-886/0, 10-14=0/683, 10-13=-965/0, 11-13=0/1116 NOTES-(6-7) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 29,2021 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss F12 Truss Type FLOOR Qty 18 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389579 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-LtTwRn2oWLA1IUSSgDvDHe0S3bYaeLi0Lasl69zWR0b 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 3x6 FP4x6 4x6 4x6 4x6 2x4 3x4 3x4 3x4 3x4 2x4 2x4 3x4 3x6 3x6 4x6 4x6 2x4 5x8 20-2-820-2-8 1-3-0 1-9-0 1-2-8 0-1-8 0-1-8 1-4-01-4-0Plate 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) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.79 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.50 0.08 (loc) 19-20 19-20 14 l/defl >854 >484 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 92 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)24=0-3-8, 14=0-3-8 Max Grav 24=1111(LC 1), 14=1111(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-14=-1102/0, 2-3=-2081/0, 3-4=-3539/0, 4-5=-3539/0, 5-6=-4360/0, 6-7=-4506/0, 7-8=-4506/0, 8-10=-4010/0, 10-11=-2905/0, 11-12=-1207/0, 12-13=-1207/0 BOT CHORD 23-24=0/1207, 22-23=0/2906, 20-22=0/4069, 19-20=0/4574, 18-19=0/4506, 17-18=0/4506, 16-17=0/3572, 15-16=0/2185 WEBS 2-24=-1604/0, 2-23=0/1217, 3-23=-1147/0, 3-22=0/860, 5-22=-721/0, 5-20=0/405, 6-20=-344/0, 6-19=-337/297, 8-17=-818/0, 10-17=0/667, 10-16=-928/0, 11-16=0/1001, 11-15=-1330/0, 13-15=0/1552 NOTES-(5-6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 29,2021 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss F13 Truss Type FLOOR Qty 18 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389580 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-p41Ie72QHeJuve1eEwQSqrYcj?ugNpz9ZEbJeczWR0a 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 3x6 FP4x6 4x6 4x6 4x6 2x4 3x4 3x4 3x4 3x4 2x4 2x4 3x4 3x6 3x6 4x6 4x6 2x4 5x8 5x6 19-11-019-11-0 1-3-0 1-9-0 0-11-0 0-1-8 1-4-01-4-0Plate 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 BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.80 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.48 0.08 (loc) 19-20 19-20 14 l/defl >868 >491 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 92 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)24=0-3-8, 14=Mechanical Max Grav 24=1095(LC 1), 14=1101(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-14=-1093/0, 2-3=-2046/0, 3-4=-3469/0, 4-5=-3469/0, 5-6=-4258/0, 6-7=-4355/0, 7-8=-4355/0, 8-10=-3829/0, 10-11=-2689/0, 11-12=-954/0, 12-13=-954/0 BOT CHORD 23-24=0/1188, 22-23=0/2854, 20-22=0/3981, 19-20=0/4453, 18-19=0/4355, 17-18=0/4355, 16-17=0/3371, 15-16=0/1954 WEBS 2-24=-1579/0, 2-23=0/1194, 3-23=-1123/0, 3-22=0/835, 5-22=-697/0, 5-20=0/385, 6-20=-321/0, 6-19=-362/263, 8-18=-9/259, 8-17=-844/0, 10-17=0/685, 10-16=-948/0, 11-16=0/1023, 11-15=-1359/0, 13-15=0/1414 NOTES-(7-8) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 29,2021 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss F14 Truss Type Floor Qty 2 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389581 8.240 s Apr 4 2020 MiTek Industries, Inc. Mon Mar 29 10:41:33 2021 Page 1 PROBUILD-BUILDERS FIRST SOURCE, MOORESVILLE, IN.ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-03TKqtCmTae9ENb8q3PIG2zQWCAwgKG2i0LXYmzW5lG Scale = 1:29.4 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 2324 25 26 27 28 29 30 31 32 2x4 3x6 FP 3x4 5x12 3x6 FP4x8 3x4 2x4 2x4 3x4 3x4 3x4 3x4 3x4 3x4 3x6 4x6 4x6 4x6 2x4 4x6 4x6 3x6 3-0-83-0-8 17-7-014-6-8 1-0-8 1-3-0 1-9-0 1-0-8 1-4-00-5-81-4-0Plate Offsets (X,Y)-- [1:Edge,0-3-0], [6:0-1-8,Edge], [7:0-1-8,Edge], [16:0-1-8,0-0-0], [17:0-1-8,Edge], [21:0-1-8,Edge], [24:0-3-0,0-2-4] 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-S 0.79 0.85 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.26 0.04 (loc) 17 17 12 l/defl >999 >787 n/a L/d 480 360 n/a PLATES MT20 Weight: 84 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)12=806/Mechanical, 24=783/0-3-0 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 11-12=-800/0, 1-25=-879/0, 2-25=-877/0, 2-26=-1559/0, 3-26=-1559/0, 3-27=-1559/0, 4-27=-1559/0, 4-28=-2437/0, 5-28=-2437/0, 5-29=-2855/0, 6-29=-2855/0, 6-30=-2855/0, 7-30=-2855/0, 7-31=-2617/0, 8-31=-2617/0, 8-9=-1911/0, 9-10=-1911/0, 10-32=-698/0, 11-32=-698/0 BOT CHORD 20-21=0/878, 19-20=0/2101, 18-19=0/2101, 17-18=0/2733, 16-17=0/2855, 15-16=0/2855, 14-15=0/2367, 13-14=0/1418 WEBS 5-17=-186/379, 5-18=-412/0, 4-18=0/467, 4-20=-737/0, 7-15=-454/42, 8-15=0/403, 8-14=-634/0, 10-14=0/685, 10-13=-1002/0, 11-13=0/1005, 3-20=-270/45, 2-21=-704/0, 2-20=0/907, 1-21=0/1032, 1-24=-823/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 3) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 24 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. March 29,2021 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss FG15 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389582 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-DfjRG95JaZhTn5lDv3z9SUA8ICwca7EbFCqzFxzWR0X Scale = 1:41.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 30 29 28 27 26 25 24 23 22 21 20 19 18 17 31 32 6x8 3x16 MT18HS FP 3x16 MT18HS FP 2x4 SP 2x4 7x16 MT18HS 2x4 3x6 3x6 3x8 FP3x6 FP 8x16 6x8 6x8 6x6 6x6 6x8 6x8 3x6 6x10 3x6 5x6 6x6 4x6 5x6 4x6 6x6 4x6 5x6 4x6 3x6 3x6 5x6 10-4-810-4-8 21-3-010-10-8 22-2-120-11-12 24-0-01-9-4 1-3-0 1-9-0 0-9-8 1-4-0 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [9:0-3-0,Edge], [15:0-6-4,Edge], [17:Edge,0-3-0], [24:0-3-0,0-0-0], [25:0-3-0,Edge], [31:0-1-8,0-1-0], [32:0-1-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.72 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.44 -0.78 0.10 (loc) 24 23-24 17 l/defl >654 >364 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 185 lb FT = 20%F, 11%E GRIP 197/144 244/190 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)30=0-3-8, 17=0-5-8 Max Grav 30=1796(LC 1), 17=3652(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3795/0, 3-4=-6823/0, 4-5=-6823/0, 5-7=-8865/0, 7-8=-10413/0, 8-9=-10413/0, 9-11=-10541/0, 11-12=-9967/0, 12-13=-8547/0, 13-14=-8547/0, 14-15=-6231/0 BOT CHORD 29-30=0/2190, 28-29=0/5475, 27-28=0/8039, 25-27=0/9704, 24-25=0/10413, 23-24=0/10413, 21-23=0/10471, 20-21=0/9415, 19-20=0/7537, 18-19=0/5104, 17-18=0/5107 WEBS 15-17=-6140/0, 2-30=-2784/0, 2-29=0/2168, 14-19=-1712/0, 3-29=-2182/0, 14-20=0/1309, 3-28=0/1749, 12-20=-1126/0, 5-28=-1577/0, 12-21=0/731, 5-27=0/1092, 11-21=-667/0, 7-27=-1117/0, 11-23=-220/339, 7-25=0/1335, 9-23=-275/629, 9-24=-401/10, 8-25=-491/0, 15-19=0/1679 NOTES-(9-10) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) The Fabrication Tolerance at joint 22 = 11% 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Load case(s) 1, 2, 3, 4, 5, 6 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2094 lb down at 22-2-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-20, 1-15=-120, 15-16=-200 Continued on page 2 March 29,2021 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss FG15 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389582 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:32 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-DfjRG95JaZhTn5lDv3z9SUA8ICwca7EbFCqzFxzWR0X LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 15=-2014(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-20, 1-15=-120, 15-16=-200 Concentrated Loads (lb) Vert: 15=-2014(B) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-20, 1-9=-120, 9-15=-40, 15-16=-120 Concentrated Loads (lb) Vert: 15=-2094(B) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-20, 1-8=-40, 8-15=-120, 15-16=-200 Concentrated Loads (lb) Vert: 15=-2014(B) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-20, 1-9=-120, 9-15=-40, 15-16=-120 Concentrated Loads (lb) Vert: 15=-2094(B) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-20, 1-8=-40, 8-15=-120, 15-16=-200 Concentrated Loads (lb) Vert: 15=-2014(B) 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss FG16 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389583 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-A1rBhq6Z6BxA0Pvc1T0dXvFQM0Ze24GujWJ4KpzWR0V Scale = 1:41.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 33 34 6x8 3x16 MT18HS FP 3x8 MT18HS SP 3x16 MT18HS FP 5x12 SP 2x4 7x16 MT18HS 2x4 3x6 3x6 3x6 FP3x6 FP 9x22 MT18HS6x10 6x8 6x8 8x10 8x8 3x6 6x10 5x8 8x16 10x10 6x8 6x8 10x10 10x10 6x8 6x16 10x10 3x6 5x6 5x6 5x12 8x10 7-10-8 7-10-8 10-4-8 2-6-0 13-7-8 3-3-0 16-1-8 2-6-0 17-10-12 1-9-4 20-10-0 2-11-4 21-3-0 0-5-0 22-2-12 0-11-12 24-0-0 1-9-4 1-3-0 1-9-0 1-5-8 0-6-8 0-10-0 1-2-8 1-4-0 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [4:0-2-4,Edge], [8:0-0-0,0-0-12], [9:0-1-8,Edge], [12:0-2-4,Edge], [18:Edge,0-3-0], [24:0-6-0,0-2-4], [26:0-3-0,0-0-0], [27:0-3-0,Edge], [33:0-1-8,0-1-0], [34:0-1-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.94 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.49 -0.93 0.14 (loc) 26 25-26 18 l/defl >579 >306 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 248 lb FT = 20%F, 11%E GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP 2400F 2.0E(flat) *Except* 32-33,1-32,18-34,17-18,2-32,2-31,3-31,3-30,4-30,9-26,8-27,12-23: 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)32=0-3-8, 18=0-5-8 Max Grav 32=2117(LC 1), 18=4458(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4630/0, 3-4=-8804/0, 4-5=-8818/0, 5-7=-11659/0, 7-8=-14418/0, 8-9=-14418/0, 9-11=-15130/0, 11-12=-15507/0, 12-13=-15476/0, 13-14=-13026/0, 14-15=-13023/0, 15-16=-9273/0 BOT CHORD 31-32=0/2574, 30-31=0/6618, 29-30=0/10430, 27-29=0/12899, 26-27=0/14418, 25-26=0/14418, 23-25=0/15552, 22-23=0/14352, 21-22=0/14354, 20-21=0/11029, 19-20=0/6433, 18-19=0/6433 WEBS 16-18=-7702/0, 2-32=-3272/0, 2-31=0/2720, 3-31=-2631/0, 15-21=0/2639, 3-30=0/2812, 4-30=-459/0, 13-21=-2104/0, 5-30=-2052/0, 13-23=0/1329, 5-29=0/1587, 7-29=-1600/0, 11-25=-914/0, 7-27=0/2375, 9-25=0/1344, 9-26=-335/0, 8-27=-1163/0, 12-23=-686/0, 15-20=-2787/0, 16-20=0/3609 NOTES-(9-10) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) The Fabrication Tolerance at joint 28 = 11%, joint 24 = 11% 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Load case(s) 1, 2, 3, 4, 5, 6 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1205 lb down at 17-10-12, and 1742 lb down at 22-2-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 March 29,2021 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss FG16 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389583 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:35 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-eEPZvA7BtU31eZUoaBXs36ob6QvtnXW1yA2dsFzWR0U LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-32=-20, 1-13=-120, 13-17=-200 Concentrated Loads (lb) Vert: 16=-1662(F) 13=-1125(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-32=-20, 1-13=-120, 13-17=-200 Concentrated Loads (lb) Vert: 16=-1662(F) 13=-1125(B) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-32=-20, 1-9=-120, 9-13=-40, 13-17=-120 Concentrated Loads (lb) Vert: 16=-1742(F) 13=-1205(B) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-32=-20, 1-8=-40, 8-13=-120, 13-17=-200 Concentrated Loads (lb) Vert: 16=-1662(F) 13=-1125(B) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-32=-20, 1-9=-120, 9-13=-40, 13-17=-120 Concentrated Loads (lb) Vert: 16=-1742(F) 13=-1205(B) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-32=-20, 1-8=-40, 8-13=-120, 13-17=-200 Concentrated Loads (lb) Vert: 16=-1662(F) 13=-1125(B) 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss FG17 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389584 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-acWKKs9RO6JltteBicZK9XtzrDhiFPwKPUXkw8zWR0S Scale = 1:34.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 28 29 3x8 MT18HS FP 2x4 4x8 2x4 3x6 3x6 FP5x8 5x8 4x8 12x12 2x4 3x6 4x6 4x6 4x6 3x6 3x6 4x6 4x6 5x6 6x8 5x6 8x16 3x12 3x6 8x8 8x8 8x10 7-10-8 7-10-8 10-4-8 2-6-0 13-7-8 3-3-0 16-1-8 2-6-0 17-10-12 1-9-4 18-7-8 0-8-12 18-11-0 0-3-8 19-10-4 0-11-4 20-2-8 0-4-4 1-3-0 1-9-0 1-5-8 0-9-4 0-10-4 0-1-8 0-1-8 1-2-81-4-00-1-81-4-0Plate Offsets (X,Y)-- [9:0-3-0,Edge], [16:Edge,0-3-0], [21:0-3-0,0-0-0], [22:0-3-0,Edge], [25:0-1-8,Edge], [27:Edge,0-1-8], [28:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.47 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.42 0.07 (loc) 22-23 22-23 16 l/defl >999 >575 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 154 lb FT = 20%F, 11%E GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) *Except* 16-29,15-16,13-18,13-19,14-17,13-17,14-16: 2x4 SP 2400F 2.0E(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)27=0-3-8, 16=0-3-8 Max Grav 27=1505(LC 1), 16=2446(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2854/0, 3-4=-5235/0, 4-5=-5228/0, 5-7=-6574/0, 7-8=-7430/0, 8-9=-7430/0, 9-11=-6957/0, 11-12=-5697/0, 12-13=-5685/0, 13-14=-2378/0 BOT CHORD 26-27=0/1641, 25-26=0/4103, 23-25=0/5953, 22-23=0/7168, 21-22=0/7430, 20-21=0/7430, 19-20=0/6489, 18-19=0/4383, 17-18=0/4383, 16-17=0/2378 WEBS 2-27=-2182/0, 2-26=0/1687, 3-26=-1735/0, 3-25=0/1475, 5-25=-983/0, 5-23=0/836, 7-23=-792/0, 7-22=0/803, 8-22=-346/0, 9-20=-761/0, 11-20=0/671, 11-19=-1006/0, 13-19=0/1573, 14-17=0/2040, 13-17=-2864/0, 14-16=-3326/0 NOTES-(8-9) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Load case(s) 1, 2, 3, 4, 5, 6 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1092 lb down at 17-10-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-20, 1-13=-120, 13-15=-200 Concentrated Loads (lb) Vert: 13=-1012(F) Continued on page 2 March 29,2021 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss FG17 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389584 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:37 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-acWKKs9RO6JltteBicZK9XtzrDhiFPwKPUXkw8zWR0S LOAD CASE(S) Standard 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-20, 1-13=-120, 13-15=-200 Concentrated Loads (lb) Vert: 13=-1012(F) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-20, 1-9=-120, 9-13=-40, 13-15=-120 Concentrated Loads (lb) Vert: 13=-1092(F) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-20, 1-8=-40, 8-13=-120, 13-15=-200 Concentrated Loads (lb) Vert: 13=-1012(F) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-20, 1-9=-120, 9-13=-40, 13-15=-120 Concentrated Loads (lb) Vert: 13=-1092(F) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-20, 1-8=-40, 8-13=-120, 13-15=-200 Concentrated Loads (lb) Vert: 13=-1012(F) 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss FG18 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389585 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:38 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-2p4iXC939PRcV0DNGJ4ZhlQ91dyX_v2Ue8HHTazWR0R Scale = 1:41.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 30 29 28 27 26 25 24 23 22 21 20 19 18 17 31 32 6x8 3x16 MT18HS FP 3x16 MT18HS FP 2x4 SP 2x4 7x16 MT18HS 2x4 3x6 3x6 3x6 FP3x6 FP 8x14 MT18HS 6x8 8x14 MT18HS 6x10 6x10 6x8 3x6 6x16 3x6 4x6 6x8 4x6 6x6 5x6 6x10 6x8 6x6 5x6 3x6 3x6 5x6 8x16 10-4-810-4-8 20-0-129-8-4 21-3-01-2-4 24-0-02-9-0 1-3-0 1-9-0 1-1-8 1-0-0 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [9:0-3-0,Edge], [17:Edge,0-3-0], [24:0-3-0,0-0-0], [25:0-1-8,Edge], [31:0-1-8,0-1-0], [32:0-1-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.82 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.40 -0.77 0.11 (loc) 23-24 23-24 17 l/defl >705 >370 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 196 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SPF No.2(flat) *Except* 30-31,1-30,17-32,16-17,13-20,4-28,9-24,8-25,14-19,14-20,14-18: 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)30=0-3-8, 17=0-5-8 Max Grav 30=1508(LC 1), 17=3362(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3259/0, 3-4=-6026/0, 4-5=-6026/0, 5-7=-8071/0, 7-8=-10132/0, 8-9=-10132/0, 9-11=-10834/0, 11-12=-11182/0, 12-13=-10977/0, 13-14=-10973/0, 14-15=-7447/0 BOT CHORD 29-30=0/1851, 28-29=0/4753, 27-28=0/7198, 25-27=0/9040, 24-25=0/10132, 23-24=0/10132, 21-23=0/11201, 20-21=0/11159, 19-20=0/10591, 18-19=0/10590, 17-18=0/4146 WEBS 15-17=-5273/0, 2-30=-2354/0, 15-18=0/4391, 2-29=0/1902, 3-29=-1940/0, 3-28=0/1651, 5-28=-1520/0, 5-27=0/1155, 7-27=-1285/0, 11-23=-696/0, 7-25=0/1695, 9-23=0/1216, 9-24=-548/0, 8-25=-634/0, 14-20=0/495, 14-18=-4219/0 NOTES-(9-10) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) The Fabrication Tolerance at joint 22 = 11% 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Load case(s) 1, 2, 3, 4, 5, 6 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2416 lb down at 20-0-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 March 29,2021 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss FG18 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389585 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:38 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-2p4iXC939PRcV0DNGJ4ZhlQ91dyX_v2Ue8HHTazWR0R LOAD CASE(S) Standard Uniform Loads (plf) Vert: 17-30=-13, 1-14=-80, 14-16=-160 Concentrated Loads (lb) Vert: 14=-2363(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-80, 14-16=-160 Concentrated Loads (lb) Vert: 14=-2363(F) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-13, 1-9=-80, 9-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-2416(F) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-13, 1-8=-27, 8-14=-80, 14-16=-160 Concentrated Loads (lb) Vert: 14=-2363(F) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-13, 1-9=-80, 9-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-2416(F) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-13, 1-8=-27, 8-14=-80, 14-16=-160 Concentrated Loads (lb) Vert: 14=-2363(F) 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss FG19 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389586 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-W?e4lYAiwjZT6AoZp1boEyzO11QljQvdso0r?1zWR0Q Scale = 1:10.6 1 2 3 4 5 8 7 6 9 10 4x10 3x6 5x12 3x6 6x8 6x8 4x8 3x6 2-9-02-9-0 5-3-02-6-0 1-3-0 0-10-8 1-4-01-4-0Plate Offsets (X,Y)-- [6:Edge,0-1-8], [8:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.27 0.31 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.01 (loc) 7 7-8 6 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 43 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=Mechanical, 6=Mechanical Max Grav 8=1782(LC 1), 6=2134(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-270/0, 2-3=-2753/0, 3-4=-2773/0 BOT CHORD 7-8=0/2044, 6-7=0/2183 WEBS 4-6=-2858/0, 2-8=-2660/0, 4-7=0/911, 3-7=-1268/0, 2-7=0/947 NOTES-(7-8) 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) Load case(s) 1, 2 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 939 lb down at 1-11-0, and 939 lb down at 2-9-0, and 939 lb down at 4-1-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-8=-20, 1-5=-200 Concentrated Loads (lb) Vert: 3=-939(F) 9=-939(F) 10=-939(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-8=-20, 1-5=-200 Concentrated Loads (lb) Vert: 3=-939(F) 9=-939(F) 10=-939(F)March 29,2021 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss FG20 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389587 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-W?e4lYAiwjZT6AoZp1boEyzMb1PAjR?dso0r?1zWR0Q Scale = 1:9.41234 8 7 6 5 9 10 4x8 3x6 4x8 3x6 5x6 5x6 2x4 2x4 3-6-03-6-0 1-3-0 0-3-0 1-4-01-4-0Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-3-0,Edge], [5:Edge,0-1-8], [6:0-1-8,0-0-0], [7:0-1-8,Edge], [8:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.43 0.34 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.01 (loc) 7 7 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 25 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=Mechanical, 5=Mechanical Max Grav 8=1132(LC 1), 5=1245(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-279/0, 4-5=-392/0, 2-3=-1052/0 BOT CHORD 7-8=0/1052, 6-7=0/1052, 5-6=0/1052 WEBS 3-5=-1345/0, 2-8=-1345/0 NOTES-(7-8) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 775 lb down at 1-2-8, and 785 lb down at 2-6-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-20, 1-4=-260(F=-140) Concentrated Loads (lb) Vert: 9=-734(F) 10=-734(F) March 29,2021 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss FG21 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389588 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-SNmr9ECySKpBMUyyxSeGJN2gVqyzBEBwK6Vx3vzWR0O Scale = 1:11.4 1 2 3 4 5 6 10 9 8 7 11 12 13 6x16 3x6 6x16 3x6 8x10 8x10 4x6 3x6 4x6 3x6 2-9-02-9-0 6-1-03-4-0 1-3-0 0-4-0 1-4-01-4-0Plate Offsets (X,Y)-- [4:0-3-0,0-0-0], [7:Edge,0-1-8], [8:0-1-8,Edge], [9:0-1-8,Edge], [10:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.90 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 0.02 (loc) 9 9-10 7 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 39 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=Mechanical, 7=0-3-0 Max Grav 10=2443(LC 1), 7=2893(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-461/0, 6-7=-1107/0, 2-3=-3064/0, 3-4=-3064/0, 4-5=-3064/0 BOT CHORD 9-10=0/2346, 8-9=0/3064, 7-8=0/2114 WEBS 5-7=-2752/0, 2-10=-3054/0, 5-8=0/1281, 4-8=-786/0, 3-9=-620/0, 2-9=0/970 NOTES-(8-9) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Load case(s) 1, 2, 3, 4, 5, 6 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1070 lb down at 0-10-8, 1050 lb down at 2-5-12, and 1069 lb down at 4-0-15, and 1079 lb down at 5-11-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-10=-20, 1-6=-200 Concentrated Loads (lb) Vert: 6=-1036(F) 11=-1008(F) 12=-1005(F) 13=-1005(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-10=-20, 1-6=-200 Continued on page 2 March 29,2021 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss FG21 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389588 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:41 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-SNmr9ECySKpBMUyyxSeGJN2gVqyzBEBwK6Vx3vzWR0O LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-1036(F) 11=-1008(F) 12=-1005(F) 13=-1005(F) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-10=-20, 1-4=-200, 4-6=-120 Concentrated Loads (lb) Vert: 6=-1079(F) 11=-1008(F) 12=-1005(F) 13=-1069(F) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-10=-20, 1-3=-120, 3-6=-200 Concentrated Loads (lb) Vert: 6=-1036(F) 11=-1070(F) 12=-1050(F) 13=-1005(F) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-10=-20, 1-4=-200, 4-6=-120 Concentrated Loads (lb) Vert: 6=-1079(F) 11=-1008(F) 12=-1005(F) 13=-1069(F) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-10=-20, 1-3=-120, 3-6=-200 Concentrated Loads (lb) Vert: 6=-1036(F) 11=-1070(F) 12=-1050(F) 13=-1005(F) 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss FG22 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389589 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-tyRzoFEqlFBmDxgXcaBzx0g8?2zaOcaM03kcgEzWR0L Scale = 1:41.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 30 29 28 27 26 25 24 23 22 21 20 19 18 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 8x16 3x16 MT18HS FP 2x4 SP 3x16 MT18HS FP 3x12 SP 2x4 7x16 MT18HS 2x4 3x6 3x6 3x8 FP3x8 FP 8x14 MT18HS8x14 MT18HS 8x14 MT18HS 8x16 8x16 6x8 6x8 3x6 6x16 3x6 6x6 6x8 4x6 6x8 4x6 6x10 6x6 6x6 5x6 3x6 3x6 5x6 10-4-810-4-8 24-0-013-7-8 1-3-0 0-9-4 1-4-4 1-9-0 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [10:0-3-0,Edge], [18:Edge,0-3-0], [24:0-3-0,0-0-0], [25:0-1-8,Edge], [30:Edge,0-3-0], [31:0-1-8,0-0-8], [32:0-1-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.91 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.53 -0.97 0.13 (loc) 23-24 23-24 18 l/defl >533 >295 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 176 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) *Except* 22-30,18-26: 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SPF No.2(flat) *Except* 30-31,1-30,18-32,17-18,4-29,14-20,5-28,10-24,9-25,3-29: 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)30=0-3-8, 18=0-5-8 Max Grav 30=2405(LC 1), 18=3237(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-30=-278/0, 17-18=-270/20, 2-3=-4875/0, 3-4=-4854/0, 4-5=-8383/0, 5-6=-8390/0, 6-8=-10681/0, 8-9=-12592/0, 9-10=-12592/0, 10-12=-12936/0, 12-13=-12618/0, 13-14=-11441/0, 14-15=-11435/0, 15-16=-7290/0 BOT CHORD 29-30=0/2851, 28-29=0/6880, 27-28=0/9745, 25-27=0/11671, 24-25=0/12592, 23-24=0/12592, 21-23=0/13011, 20-21=0/12183, 19-20=0/10543, 18-19=0/3987 WEBS 16-18=-5071/0, 2-30=-3653/0, 16-19=0/4371, 15-19=-4306/0, 4-29=-2498/0, 15-20=0/1177, 14-20=-281/16, 4-28=0/1980, 5-28=-278/6, 13-20=-945/0, 6-28=-1729/0, 13-21=0/577, 6-27=0/1238, 12-21=-520/0, 8-27=-1313/0, 12-23=-412/149, 8-25=0/1611, 10-23=-28/909, 10-24=-506/0, 9-25=-588/0, 3-29=-647/0, 2-29=0/2952 NOTES-(9-10) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) The Fabrication Tolerance at joint 26 = 11%, joint 22 = 11% 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 500 lb down at 2-5-8, and 1911 lb down at 20-0-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 March 29,2021 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss FG22 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389589 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:44 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-tyRzoFEqlFBmDxgXcaBzx0g8?2zaOcaM03kcgEzWR0L LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-30=-20, 1-17=-120 Concentrated Loads (lb) Vert: 15=-1831(F) 3=-500(F) 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss FG23 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389590 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-pLZkDxG5HtSTSFqwk?ER0RlS5rhPsUUfTNDil7zWR0J Scale = 1:33.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 27 28 29 30 31 32 33 34 35 36 37 38 3x16 MT18HS FP 2x4 4x10 3x4 3x6 3x6 FP8x8 5x12 6x6 4x6 3x6 3x6 3x4 4x6 3x4 3x6 2x4 4x6 3x4 4x6 4x6 4x6 4x6 2x4 5x8 5x6 3x4 5x6 2-9-02-9-0 5-3-02-6-0 7-10-82-7-8 10-4-82-6-0 13-7-83-3-0 19-11-06-3-8 1-3-0 0-9-4 1-4-4 1-9-0 0-11-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [9:0-3-0,Edge], [20:0-1-8,0-0-0], [21:0-1-8,Edge], [26:Edge,0-1-8], [27:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.82 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.47 0.09 (loc) 21-22 21-22 16 l/defl >905 >502 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 118 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) *Except* 1-12: 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) *Except* 2-25: 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)26=0-3-8, 16=Mechanical Max Grav 26=1706(LC 1), 16=1171(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-319/0, 15-16=-1164/0, 2-3=-3077/0, 3-4=-3061/0, 4-5=-4530/0, 5-6=-4537/0, 6-7=-5189/0, 7-8=-5054/0, 8-9=-5054/0, 9-11=-4307/0, 11-13=-2894/0, 13-14=-1016/0, 14-15=-1016/0 BOT CHORD 25-26=0/1864, 24-25=0/3918, 22-24=0/4966, 21-22=0/5341, 20-21=0/5054, 19-20=0/5054, 18-19=0/3636, 17-18=0/2103 WEBS 2-26=-2434/0, 4-25=-1076/0, 4-24=0/826, 5-24=-302/0, 6-24=-560/0, 6-22=0/359, 7-22=-259/62, 7-21=-638/83, 8-21=-25/360, 9-19=-1064/0, 11-19=0/952, 11-18=-1032/0, 13-18=0/1100, 13-17=-1477/0, 14-17=-269/54, 15-17=0/1507, 3-25=-683/0, 2-25=0/1837 NOTES-(11-12) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 500 lb down at 2-5-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) StandardContinued on page 2 March 29,2021 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss FG23 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389590 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:46 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-pLZkDxG5HtSTSFqwk?ER0RlS5rhPsUUfTNDil7zWR0J LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-176, 3-15=-96 Concentrated Loads (lb) Vert: 3=-500(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-176, 3-15=-96 Concentrated Loads (lb) Vert: 3=-500(F) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-176, 3-9=-96, 9-15=-32 Concentrated Loads (lb) Vert: 3=-500(F) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-8=-32, 8-15=-96 Concentrated Loads (lb) Vert: 3=-500(F) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-176, 3-9=-96, 9-15=-32 Concentrated Loads (lb) Vert: 3=-500(F) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-8=-32, 8-15=-96 Concentrated Loads (lb) Vert: 3=-500(F) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 1=-250 3=-214(F) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 3=-214(F) 28=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 3=-214(F) 29=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 3=-214(F) 30=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 3=-214(F) 31=-250 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 3=-214(F) 32=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 3=-214(F) 33=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 3=-214(F) 34=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 3=-214(F) 35=-250 Continued on page 3 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss FG23 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389590 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:46 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-pLZkDxG5HtSTSFqwk?ER0RlS5rhPsUUfTNDil7zWR0J LOAD CASE(S) Standard 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 3=-214(F) 36=-250 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 12=-250 3=-214(F) 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 3=-214(F) 37=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 3=-214(F) 38=-250 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 15=-250 3=-214(F) 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 1=-250 3=-214(F) 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 1=-250 3=-214(F) 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 2=-250 3=-214(F) 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 3=-464(F=-214) 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 4=-250 3=-214(F) 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 5=-250 3=-214(F) 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 6=-250 3=-214(F) 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 7=-250 3=-214(F) 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 8=-250 3=-214(F) 30) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 9=-250 3=-214(F) Continued on page 4 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss FG23 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389590 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:46 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-pLZkDxG5HtSTSFqwk?ER0RlS5rhPsUUfTNDil7zWR0J LOAD CASE(S) Standard 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 11=-250 3=-214(F) 32) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 13=-250 3=-214(F) 33) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-26=-16, 1-3=-112, 3-15=-32 Concentrated Loads (lb) Vert: 14=-250 3=-214(F) 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss FG24 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389591 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-lkhUddHLpUiBhZ_IrQGv5srwSfN9KOvyxhipp?zWR0H Scale = 1:40.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 30 29 28 27 2625 24 23 22 21 20 19 18 17 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 3x16 MT18HS FP 2x4 SP 2x4 4x6 2x4 3x6 3x6 3x6 FP3x6 FP 6x6 4x8 6x6 6x6 3x6 4x8 3x6 4x6 5x6 3x6 6x16 3x6 6x6 4x6 5x6 3x4 4x6 3x6 3x6 3x8 MT18HS FP 6x8 6x8 6x8 6x8 10-4-810-4-8 13-7-83-3-0 16-1-82-6-0 21-3-05-1-8 24-0-02-9-0 1-3-0 1-9-0 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [9:0-3-0,Edge], [23:0-3-0,0-0-0], [24:0-3-0,Edge], [26:0-5-0,Edge], [31:0-1-8,0-1-0], [32:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.29 0.80 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.58 0.09 (loc) 23 23 17 l/defl >925 >495 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 187 lb FT = 20%F, 11%E GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)30=0-3-8, 17=0-5-8 Max Grav 30=1256(LC 1), 17=2035(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-30=-264/25, 16-17=-290/0, 2-3=-2561/0, 3-4=-4597/0, 4-5=-4597/0, 5-7=-5986/0, 7-8=-7526/0, 8-9=-7526/0, 9-11=-7737/0, 11-12=-7494/0, 12-13=-6676/0, 13-14=-6673/0, 14-15=-4297/0 BOT CHORD 29-30=0/1443, 28-29=0/3641, 26-28=0/5394, 24-26=0/6760, 23-24=0/7526, 22-23=0/7526, 21-22=0/7775, 19-21=0/7188, 18-19=0/6091, 17-18=0/2472 WEBS 2-30=-1875/0, 2-29=0/1517, 3-29=-1465/0, 3-28=0/1269, 4-28=-266/20, 12-19=-653/0, 5-28=-1058/0, 12-21=0/417, 5-26=0/804, 11-21=-386/0, 7-26=-1046/0, 11-22=-260/154, 7-24=0/1219, 9-22=-89/578, 9-23=-303/17, 8-24=-409/0, 14-19=0/769, 14-18=-2374/0, 15-18=0/2416, 15-17=-3142/0 NOTES-(10-11) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) The Fabrication Tolerance at joint 27 = 11% 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 828 lb down at 20-0-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 March 29,2021 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss FG24 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389591 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:48 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-lkhUddHLpUiBhZ_IrQGv5srwSfN9KOvyxhipp?zWR0H LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-80, 14-16=-160 Concentrated Loads (lb) Vert: 14=-779(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-80, 14-16=-160 Concentrated Loads (lb) Vert: 14=-779(B) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-13, 1-9=-80, 9-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-828(B) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-13, 1-8=-27, 8-14=-80, 14-16=-160 Concentrated Loads (lb) Vert: 14=-779(B) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-13, 1-9=-80, 9-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-828(B) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-13, 1-8=-27, 8-14=-80, 14-16=-160 Concentrated Loads (lb) Vert: 14=-779(B) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 1=-250 14=-382(B) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-382(B) 33=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-382(B) 34=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-382(B) 35=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-382(B) 36=-250 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-382(B) 37=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-382(B) 38=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-382(B) 39=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-382(B) 40=-250 Continued on page 3 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss FG24 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389591 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:48 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-lkhUddHLpUiBhZ_IrQGv5srwSfN9KOvyxhipp?zWR0H LOAD CASE(S) Standard 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-382(B) 41=-250 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-382(B) 42=-250 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-382(B) 43=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-382(B) 44=-250 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-382(B) 45=-250 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 16=-250 14=-382(B) 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 1=-250 14=-382(B) 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 1=-250 14=-382(B) 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 2=-250 14=-382(B) 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 3=-250 14=-382(B) 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 4=-250 14=-382(B) 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 5=-250 14=-382(B) 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 7=-250 14=-382(B) 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 8=-250 14=-382(B) 30) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 9=-250 14=-382(B) Continued on page 4 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss FG24 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389591 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:49 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-DwFsrzIzaoq2JjZVP7n8e3N5C3jO3r95ALRNLSzWR0G LOAD CASE(S) Standard 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 11=-250 14=-382(B) 32) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 12=-250 14=-382(B) 33) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 13=-250 14=-382(B) 34) 28th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-632(B=-382) 35) 29th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-13, 1-14=-27, 14-16=-107 Concentrated Loads (lb) Vert: 14=-382(B) 15=-250 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss FG26 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389592 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-i6pE2JJbL5yvxs8hzrINAHwF6T7QoNJFO?BwuuzWR0F Scale = 1:9.4 1 2 3 4 8 7 6 5 9 10 11 12 4x10 3x6 4x10 3x6 5x6 5x6 2x4 2x4 4-2-84-2-8 1-3-0 0-11-8 1-4-01-4-0Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-3-0,Edge], [5:Edge,0-1-8], [6:0-1-8,0-0-0], [7:0-1-8,Edge], [8:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.35 0.49 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.01 (loc) 7 7 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 28 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 5=Mechanical Max Grav 8=1494(LC 1), 5=1951(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-443/0, 4-5=-868/0, 2-3=-1353/0 BOT CHORD 7-8=0/1353, 6-7=0/1353, 5-6=0/1353 WEBS 3-5=-1730/0, 2-8=-1730/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1122 lb down at 1-2-4, and 781 lb down at 2-9-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-20, 1-4=-200 Concentrated Loads (lb) Vert: 4=-750 3=-749(B) 10=-1075(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-20, 1-4=-200 Concentrated Loads (lb) Vert: 4=-750 3=-749(B) 10=-1075(B) Continued on page 2 March 29,2021 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss FG26 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389592 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:50 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-i6pE2JJbL5yvxs8hzrINAHwF6T7QoNJFO?BwuuzWR0F LOAD CASE(S) Standard 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-20, 1-3=-200, 3-4=-120 Concentrated Loads (lb) Vert: 4=-750 3=-781(B) 10=-1075(B) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-20, 1-2=-120, 2-4=-200 Concentrated Loads (lb) Vert: 4=-750 3=-749(B) 10=-1122(B) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-20, 1-3=-200, 3-4=-120 Concentrated Loads (lb) Vert: 4=-750 3=-781(B) 10=-1075(B) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-20, 1-2=-120, 2-4=-200 Concentrated Loads (lb) Vert: 4=-750 3=-749(B) 10=-1122(B) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-20, 1-4=-120 Concentrated Loads (lb) Vert: 4=-321 1=-250 3=-329(B) 10=-476(B) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-20, 1-4=-120 Concentrated Loads (lb) Vert: 4=-321 3=-329(B) 9=-250 10=-476(B) 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-20, 1-4=-120 Concentrated Loads (lb) Vert: 4=-321 3=-329(B) 10=-476(B) 11=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-20, 1-4=-120 Concentrated Loads (lb) Vert: 4=-321 3=-329(B) 10=-476(B) 12=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-20, 1-4=-120 Concentrated Loads (lb) Vert: 4=-571 3=-329(B) 10=-476(B) 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-20, 1-4=-120 Concentrated Loads (lb) Vert: 4=-321 3=-329(B) 2=-250 10=-476(B) 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-20, 1-4=-120 Concentrated Loads (lb) Vert: 4=-321 3=-579(B=-329) 10=-476(B) 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss FG27 Truss Type FLOOR GIRDER Qty 1 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389593 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-eVw?T_KssjCdAAH34FKrFi?fEGu0GK7YsJg1ymzWR0D Scale = 1:9.5123 5 4 6 7 4x6 3x6 3x6 3x6 3x6 0-3-00-3-0 2-0-81-9-8 0-6-2 1-0-6 1-4-01-4-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.16 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 16 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 4=0-3-8 Max Grav 5=852(LC 1), 4=557(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-290/0, 3-4=-321/0 BOT CHORD 4-5=0/414 WEBS 2-4=-582/0, 2-5=-853/0 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) Load case(s) 1, 2, 3, 4, 5, 6, 7 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-5=-20, 1-3=-200 Concentrated Loads (lb) Vert: 2=-1015 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-5=-20, 1-3=-200 Concentrated Loads (lb) Vert: 2=-1015 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-5=-20, 1-3=-120 Concentrated Loads (lb) Vert: 1=-250 2=-435 Continued on page 2 March 29,2021 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss FG27 Truss Type FLOOR GIRDER Qty 1 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389593 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:52 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-eVw?T_KssjCdAAH34FKrFi?fEGu0GK7YsJg1ymzWR0D LOAD CASE(S) Standard 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-5=-20, 1-3=-120 Concentrated Loads (lb) Vert: 2=-435 6=-250 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-5=-20, 1-3=-120 Concentrated Loads (lb) Vert: 2=-435 7=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-5=-20, 1-3=-120 Concentrated Loads (lb) Vert: 3=-250 2=-435 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-5=-20, 1-3=-120 Concentrated Loads (lb) Vert: 2=-685 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss FGE04 Truss Type FLOOR SUPPORTED GABL Qty 4 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389594 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-eVw?T_KssjCdAAH34FKrFi?g0GwNGNjYsJg1ymzWR0D Scale = 1:10.112345 10 9 8 7 6 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 5-3-05-3-01-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [10:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IRC2018/TPI2014 CSI. 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 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100776A Truss FGE05 Truss Type Floor Supported Gable Qty 2 Ply 1 ONYX+EAST- UWC BLDG C 3RD FLOOR Job Reference (optional) I45389595 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-6hUNhKLUd0KUoKsGezs4ovYopgFd?qbh4zPaVDzWR0C Scale = 1:9.5123 6 5 4 7 8 3x4 3x4 3x4 3x4 2x4 2x4 2-10-82-10-81-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [6:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.25 0.08 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=2-10-8, 4=2-10-8, 5=2-10-8 Max Grav 6=278(LC 3), 4=283(LC 6), 5=311(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-268/0, 3-4=-272/0 WEBS 2-5=-290/0 NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. March 29,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand 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 PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software 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.6-4-8WEBSTrusses 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