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HomeMy WebLinkAboutBldg G - 3rd Fl 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). September 29,2020 Liu, Xuegang Pages or sheets covered by this seal: I43004766 thru I43004778 My license renewal date for the state of Indiana is July 31, 2022. J20004933 ONYX+EAST- UWC BLDG G 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 Component available 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 J20004933 Truss F17 Truss Type Floor Qty 55 Ply 1 ONYX+EAST- UWC BLDG G 3RD FLOOR Job Reference (optional) I43004766 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 10:25:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-9FByGnGy3mIOWczxQLvFRuy7YSEAHfxyXcJv_SyYoYU Scale = 1:40.0 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 30 31 32 33 34 35 36 37 38 39 40 41 42 3x16 MT18HS FP 2x4 4x8 2x4 2x4 2x4 3x8 FP 3x4 2x4 2x4 3x4 4x6 4x6 4x6 4x6 3x6 3x6 2x4 3x4 4x6 4x6 4x6 4x6 4x6 3x6 3x6 2x4 3x4 3x4 2-9-0 2-9-0 5-3-0 2-6-0 10-4-8 5-1-8 10-6-0 0-1-8 11-4-8 0-10-8 12-3-0 0-10-8 13-7-8 1-4-8 18-9-0 5-1-8 21-3-0 2-6-0 24-0-0 2-9-0 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], [21:0-1-8,0-0-0], [22:0-1-8,Edge], [27:Edge,0-1-8], [28:0-1-8,0-1-0], [29:0-1-8,0-1-0] 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-S 0.53 0.71 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.40 -0.71 0.10 (loc) 21 21 16 l/defl >705 >404 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 113 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* 16-23: 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)27=0-3-8, 16=0-5-8 Max Grav 27=1103(LC 1), 16=1103(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-261/35, 15-16=-261/35, 2-3=-2121/0, 3-4=-3660/0, 4-5=-4758/0, 5-6=-4758/0, 6-7=-5401/0, 7-8=-5401/0, 8-10=-5304/0, 10-11=-4753/0, 11-12=-4753/0, 12-13=-3659/0, 13-14=-2121/0 BOT CHORD 26-27=0/1203, 25-26=0/3000, 24-25=0/4281, 22-24=0/5117, 21-22=0/5401, 20-21=0/5401, 19-20=0/5144, 18-19=0/4285, 17-18=0/2999, 16-17=0/1203 WEBS 7-22=-265/44, 2-27=-1599/0, 2-26=0/1276, 3-26=-1223/0, 3-25=0/917, 4-25=-865/0, 4-24=0/648, 5-24=-261/54, 6-24=-516/0, 6-22=-79/640, 14-16=-1600/0, 14-17=0/1276, 13-17=-1222/0, 13-18=0/918, 12-18=-870/0, 12-19=0/637, 10-19=-551/0, 10-20=-50/382, 8-20=-424/185 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. September 29,2020 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 Component available 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 J20004933 Truss F18 Truss Type FLOOR Qty 20 Ply 1 ONYX+EAST- UWC BLDG G 3RD FLOOR Job Reference (optional) I43004767 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 10:25:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-6eJihTIDbNY6mw7KXmxjWJ1M7GtKlZ4F_wo02LyYoYS 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 26 27 28 29 30 31 32 33 34 35 36 3x16 MT18HS FP 2x4 4x8 2x4 3x4 3x6 FP 3x4 2x4 2x4 3x4 4x6 4x6 4x6 4x6 3x4 3x6 2x4 3x4 3x6 3x6 2x4 4x8 4x6 5x6 5x6 10-6-010-6-0 11-4-80-10-8 12-3-00-10-8 16-1-83-10-8 18-9-02-7-8 19-11-01-2-0 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-S 0.97 0.85 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.54 0.08 (loc) 19-20 19-20 14 l/defl >768 >435 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 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, 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 1-24=-263/33, 13-14=-1094/0, 2-3=-2050/0, 3-4=-3418/0, 4-5=-4271/0, 5-6=-4271/0, 6-7=-4360/0, 7-8=-4360/0, 8-10=-3820/0, 10-11=-2683/0, 11-12=-2683/0, 12-13=-865/0 BOT CHORD 23-24=0/1185, 22-23=0/2865, 20-22=0/3942, 19-20=0/4434, 18-19=0/4360, 17-18=0/4360, 16-17=0/3358, 15-16=0/1873 WEBS 8-18=-36/288, 2-24=-1575/0, 2-23=0/1203, 3-23=-1134/0, 3-22=0/769, 4-22=-730/0, 4-20=0/451, 6-20=-307/97, 6-19=-330/273, 8-17=-864/0, 10-17=0/683, 10-16=-918/0, 11-16=-263/67, 12-16=0/1101, 12-15=-1402/0, 13-15=0/1325 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) 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) CAUTION, Do not erect truss backwards. September 29,2020 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 Component available 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 J20004933 Truss F19 Truss Type FLOOR Qty 10 Ply 1 ONYX+EAST- UWC BLDG G 3RD FLOOR Job Reference (optional) I43004768 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 10:25:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-21QS69JT7_op?DHifBzBbk7ih4ZzDSbYSEH67DyYoYQ 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 27 28 29 30 31 32 33 34 35 36 37 3x16 MT18HS FP 2x4 4x8 2x4 4x6 2x4 4x6 3x6 FP 3x4 2x4 2x4 3x4 4x6 4x6 4x6 4x6 3x4 3x6 2x4 3x4 3x6 3x6 2x4 4x6 4x6 4x8 10-6-010-6-0 11-4-80-10-8 12-3-00-10-8 16-1-83-10-8 18-9-02-7-8 20-2-81-5-8 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-S 0.97 0.84 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.56 0.08 (loc) 19-20 19-20 14 l/defl >755 >428 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 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, 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 1-24=-263/33, 13-14=-1102/0, 2-3=-2085/0, 3-4=-3487/0, 4-5=-4374/0, 5-6=-4374/0, 6-7=-4511/0, 7-8=-4511/0, 8-10=-4002/0, 10-11=-2896/0, 11-12=-2896/0, 12-13=-1110/0 BOT CHORD 23-24=0/1203, 22-23=0/2917, 20-22=0/4028, 19-20=0/4556, 18-19=0/4511, 17-18=0/4511, 16-17=0/3559, 15-16=0/2115 WEBS 8-18=-46/276, 2-24=-1599/0, 2-23=0/1227, 3-23=-1158/0, 3-22=0/792, 4-22=-752/0, 4-20=0/470, 5-20=-251/65, 6-20=-329/84, 6-19=-309/307, 8-17=-837/0, 10-17=0/665, 10-16=-901/0, 11-16=-258/76, 12-16=0/1062, 12-15=-1397/0, 13-15=0/1453 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. September 29,2020 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 Component available 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 J20004933 Truss F20 Truss Type Floor Qty 10 Ply 1 ONYX+EAST- UWC BLDG G 3RD FLOOR Job Reference (optional) I43004769 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 10:25:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-wogzyWM_BDIFUraTu127maHQdhyz9Hy7NsFKG_yYoYM Scale = 1:29.8 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 31 32 33 3x6 FP 2x4 3x6 2x4 3x6 FP 3x4 2x4 2x4 3x4 4x6 4x6 3x4 3x4 3x4 3x6 2x4 3x4 3x6 3x6 2x4 4x8 4x6 3x4 10-6-010-6-0 11-4-80-10-8 12-3-00-10-8 16-1-83-10-8 17-11-01-9-8 18-3-00-4-0 1-3-0 1-9-0 1-5-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,Edge], [16:0-1-8,0-0-0], [17:0-1-8,Edge], [23:0-1-8,0-1-0] 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-S 0.78 0.78 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.39 0.05 (loc) 17-18 17-18 13 l/defl >963 >546 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 No.2(flat) *Except* 13-20: 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) *Except* 12-13: 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)22=0-3-8, 13=Mechanical Max Grav 22=819(LC 1), 13=824(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-260/35, 2-3=-1508/0, 3-4=-2453/0, 4-5=-2977/0, 5-6=-2977/0, 6-7=-2771/0, 7-8=-2771/0, 8-10=-2148/0, 10-11=-1016/0, 11-12=-1016/0, 12-13=-819/0 BOT CHORD 21-22=0/882, 19-21=0/2090, 18-19=0/2801, 17-18=0/3001, 16-17=0/2771, 15-16=0/2771, 14-15=0/1650 WEBS 8-16=0/306, 2-22=-1173/0, 2-21=0/870, 3-21=-809/0, 3-19=0/505, 4-19=-483/0, 4-18=-81/343, 6-17=-451/59, 8-15=-878/0, 10-15=0/693, 10-14=-862/0, 11-14=-291/32, 12-14=0/1272 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) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. September 29,2020 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 Component available 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 J20004933 Truss F21 Truss Type Floor Qty 15 Ply 1 ONYX+EAST- UWC BLDG G 3RD FLOOR Job Reference (optional) I43004770 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 10:25:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-tAokNCOEjqYzj8ks?S4br?NmIUhtdBMQqAkRKtyYoYK Scale = 1:36.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 27 28 29 30 31 32 33 34 35 36 37 38 39 3x16 MT18HS FP 2x4 4x6 2x4 3x4 3x6 FP 3x4 2x4 2x4 3x4 4x6 4x6 4x6 4x6 3x4 3x6 2x4 3x4 3x4 3x4 2x4 4x6 4x6 4x6 4x6 5x6 5x6 10-6-010-6-0 11-4-80-10-8 12-3-00-10-8 22-1-09-10-0 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,Edge], [20:0-1-8,0-0-0], [21:0-1-8,Edge], [27:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.83 0.56 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.56 0.08 (loc) 21 21 15 l/defl >819 >466 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 107 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) *Except* 15-23: 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)26=0-3-8, 15=Mechanical Max Grav 26=1014(LC 1), 15=1019(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-261/35, 14-15=-1018/0, 2-3=-1927/0, 3-4=-3280/0, 4-5=-4194/0, 5-6=-4194/0, 6-7=-4572/0, 7-8=-4572/0, 8-10=-4309/0, 10-11=-3571/0, 11-12=-3571/0, 12-13=-2285/0, 13-14=-562/0 BOT CHORD 25-26=0/1102, 24-25=0/2713, 22-24=0/3815, 21-22=0/4452, 20-21=0/4572, 19-20=0/4572, 18-19=0/4044, 17-18=0/3005, 16-17=0/1528 WEBS 2-26=-1465/0, 2-25=0/1148, 3-25=-1093/0, 3-24=0/788, 4-24=-744/0, 4-22=0/515, 5-22=-253/64, 6-22=-402/27, 6-21=-190/437, 8-19=-563/58, 10-19=0/463, 10-18=-642/0, 11-18=-251/78, 12-18=0/769, 12-17=-1003/0, 13-17=0/1052, 13-16=-1343/0, 14-16=0/1112 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) 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) CAUTION, Do not erect truss backwards. September 29,2020 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 Component available 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 J20004933 Truss FE08 Truss Type Floor Supported Gable Qty 5 Ply 1 ONYX+EAST- UWC BLDG G 3RD FLOOR Job Reference (optional) I43004771 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 10:25:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-LNL6aYPsT8gqLIJ2Z9bqNCv4Nu9xMmJZ3pT_tJyYoYJ Scale = 1:10.112345 10 9 8 7 6 11 12 13 14 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 0.23 0.05 0.05 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 6-0-0 oc bracing. REACTIONS.All bearings 5-3-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 6 Max Grav All reactions 250 lb or less at joint(s) except 10=277(LC 3), 6=275(LC 8), 9=309(LC 9), 8=313(LC 10), 7=306(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-268/11, 5-6=-266/15 WEBS 2-9=-288/0, 3-8=-291/0, 4-7=-286/0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 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. September 29,2020 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 Component available 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 J20004933 Truss FG17 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST- UWC BLDG G 3RD FLOOR Job Reference (optional) I43004772 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 10:25:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-HlTs?EQ6?lwYacTRgadITd?L2ifUqX2sW7y5xCyYoYH 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 33 34 35 36 37 38 39 40 41 42 43 44 6x8 3x16 MT18HS FP 3x16 MT18HS FP 2x4 SP 2x4 7x16 MT18HS 2x4 3x6 3x6 3x6 FP3x6 FP 6x8 3x6 3x6 5x6 6x8 6x10 6x10 6x10 6x8 6x10 3x6 6x10 8x14 MT18HS 8x14 MT18HS 6x6 6x6 5x6 3x6 5x6 6x8 5x6 8x16 18-9-018-9-0 20-0-01-3-0 21-3-01-3-0 24-0-02-9-0 1-3-0 1-9-0 1-0-12 1-0-12 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-S 0.54 0.82 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.40 -0.77 0.11 (loc) 23-24 23-24 17 l/defl >704 >370 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 197 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* 30-31,1-30,17-32,16-17,8-25,9-24,5-27,12-21,14-19,14-20,14-18: 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=0-7-0, 17=0-11-0 Max Grav 30=1509(LC 1), 17=3332(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-30=-262/32, 16-17=-292/1, 2-3=-3263/0, 3-4=-5954/0, 4-5=-8083/0, 5-6=-8083/0, 6-8=-10140/0, 8-9=-10140/0, 9-11=-10841/0, 11-12=-11189/0, 12-13=-11189/0, 13-14=-10958/0, 14-15=-7387/0 BOT CHORD 29-30=0/1848, 28-29=0/4764, 27-28=0/7082, 25-27=0/9014, 24-25=0/10140, 23-24=0/10140, 21-23=0/11210, 20-21=0/11170, 19-20=0/10629, 18-19=0/10629, 17-18=0/4109 WEBS 8-25=-659/0, 9-24=-543/0, 2-30=-2351/0, 2-29=0/1910, 3-29=-1950/0, 3-28=0/1576, 4-28=-1492/0, 4-27=0/1298, 5-27=-266/16, 6-27=-1238/0, 6-25=0/1726, 15-17=-5226/0, 15-18=0/4355, 13-20=-315/36, 11-21=-286/175, 11-23=-701/0, 9-23=0/1218, 14-20=0/434, 14-18=-4273/0 NOTES- 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, 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) 2364 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). LOAD CASE(S) Standard Continued on page 2 September 29,2020 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 Component available 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 J20004933 Truss FG17 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST- UWC BLDG G 3RD FLOOR Job Reference (optional) I43004772 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 10:25:32 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-HlTs?EQ6?lwYacTRgadITd?L2ifUqX2sW7y5xCyYoYH 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=-2329(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=-2329(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=-2364(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=-2329(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=-2364(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=-2329(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=-1147(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=-1147(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=-1147(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=-1147(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=-1147(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=-1147(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: 7=-250 14=-1147(B) 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=-1147(B) 38=-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=-1147(B) 39=-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 Component available 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 J20004933 Truss FG17 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST- UWC BLDG G 3RD FLOOR Job Reference (optional) I43004772 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 10:25:32 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-HlTs?EQ6?lwYacTRgadITd?L2ifUqX2sW7y5xCyYoYH 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=-1147(B) 40=-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=-1147(B) 41=-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=-1147(B) 42=-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=-1147(B) 43=-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=-1147(B) 44=-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=-1147(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=-1147(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=-1147(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=-1147(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=-1147(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=-1147(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=-1147(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: 6=-250 14=-1147(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=-1147(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=-1147(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 Component available 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 J20004933 Truss FG17 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST- UWC BLDG G 3RD FLOOR Job Reference (optional) I43004772 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 10:25:32 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-HlTs?EQ6?lwYacTRgadITd?L2ifUqX2sW7y5xCyYoYH 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=-1147(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=-1147(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=-1147(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=-1397(B=-1147) 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: 15=-250 14=-1147(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 Component available 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 J20004933 Truss FG18 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST- UWC BLDG G 3RD FLOOR Job Reference (optional) I43004773 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 10:25:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-ly1ECaRkm32PCm2dEI9X?rXXt6_cZ?B0lnieTeyYoYG Scale = 1:11.4 1 2 3 4 9 8 7 6 5 10 11 12 13 4x8 4x8 8x8 8x8 5x8 6x6 4x6 6x6 5x8 6-1-06-1-0 0-11-3 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-3-0], [4:0-3-0,Edge], [5:Edge,0-1-8], [9:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.47 0.89 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.02 (loc) 7 7 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 55 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(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)9=Mechanical, 5=0-3-0 Max Grav 9=2382(LC 1), 5=2798(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-2372/0, 4-5=-2789/0, 1-2=-1587/0, 2-3=-2868/0, 3-4=-1464/0 BOT CHORD 7-8=0/2974, 6-7=0/2742 WEBS 1-8=0/2342, 2-8=-2199/0, 3-6=-2027/0, 4-6=0/2161 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, 8, 9 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1039 lb down at 0-10-8, 1037 lb down at 2-5-12, and 1037 lb down at 4-0-15, and 1057 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). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-9=-13, 1-4=-160 Concentrated Loads (lb) Vert: 4=-1057(B) 3=-1037(B) 10=-1039(B) 11=-1037(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-9=-13, 1-4=-160 Concentrated Loads (lb) Vert: 4=-1057(B) 3=-1037(B) 10=-1039(B) 11=-1037(B) Continued on page 2 September 29,2020 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 Component available 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 J20004933 Truss FG18 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST- UWC BLDG G 3RD FLOOR Job Reference (optional) I43004773 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 10:25:33 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-ly1ECaRkm32PCm2dEI9X?rXXt6_cZ?B0lnieTeyYoYG LOAD CASE(S) Standard 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-9=-13, 1-4=-107 Concentrated Loads (lb) Vert: 4=-457(B) 1=-250 3=-450(B) 10=-451(B) 11=-450(B) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-9=-13, 1-4=-107 Concentrated Loads (lb) Vert: 4=-457(B) 3=-450(B) 10=-701(B=-451) 11=-450(B) 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-9=-13, 1-4=-107 Concentrated Loads (lb) Vert: 4=-457(B) 3=-450(B) 10=-451(B) 11=-450(B) 12=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-9=-13, 1-4=-107 Concentrated Loads (lb) Vert: 4=-457(B) 3=-450(B) 10=-451(B) 11=-450(B) 13=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-9=-13, 1-4=-107 Concentrated Loads (lb) Vert: 4=-707(B=-457) 3=-450(B) 10=-451(B) 11=-450(B) 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-9=-13, 1-4=-107 Concentrated Loads (lb) Vert: 4=-457(B) 2=-250 3=-450(B) 10=-451(B) 11=-450(B) 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-9=-13, 1-4=-107 Concentrated Loads (lb) Vert: 4=-457(B) 3=-700(B=-450) 10=-451(B) 11=-450(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 Component available 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 J20004933 Truss FG19 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST- UWC BLDG G 3RD FLOOR Job Reference (optional) I43004774 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 10:25:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-hK9?dFT?IgJ7R3C0MiB?4GdrZvfE1r6JC5BlYXyYoYE Scale = 1:33.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 27 28 29 30 31 32 33 34 35 36 37 38 3x8 MT18HS FP 2x4 4x6 5x6 2x4 6x8 3x6 3x6 FP3x6 FP 3x4 3x6 2x4 3x6 6x6 4x6 5x6 3x6 4x6 3x6 3x6 4x6 3x4 3x6 4x6 3x6 5x12 5x12 18-0-1218-0-12 18-4-120-4-0 20-2-81-9-12 1-3-0 1-9-0 1-6-12 1-7-12 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [13:0-6-0,Edge], [14:0-1-8,Edge], [15:Edge,0-1-8], [19:0-1-8,0-0-0], [20:0-1-8,Edge], [26:0-1-8,0-1-0], [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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.88 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.40 0.08 (loc) 20 20 15 l/defl >999 >600 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 127 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) *Except* 15-23: 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)25=0-3-8, 15=0-3-8 Max Grav 25=1036(LC 1), 15=1923(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-264/27, 14-15=-1908/0, 2-3=-2072/0, 3-5=-3542/0, 5-6=-4563/0, 6-7=-4563/0, 7-8=-5022/0, 8-9=-5022/0, 9-11=-4788/0, 11-12=-4055/0, 12-13=-4049/0, 13-14=-2904/0 BOT CHORD 24-25=0/1179, 22-24=0/2923, 21-22=0/4127, 20-21=0/4842, 19-20=0/5022, 18-19=0/5022, 17-18=0/4532, 16-17=0/3273 WEBS 8-20=-306/115, 2-25=-1532/0, 2-24=0/1212, 3-24=-1154/0, 3-22=0/839, 5-22=-793/0, 5-21=0/580, 6-21=-252/39, 7-21=-409/0, 7-20=-169/585, 9-18=-400/56, 11-18=0/404, 11-17=-622/0, 13-16=-1771/0, 13-17=0/939, 14-16=0/3302 NOTES- 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, 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 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) CAUTION, Do not erect truss backwards. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 976 lb down at 18-0-12 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). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-25=-13, 1-13=-80, 13-14=-160 Continued on page 2 September 29,2020 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 Component available 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 J20004933 Truss FG19 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST- UWC BLDG G 3RD FLOOR Job Reference (optional) I43004774 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 10:25:35 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-hK9?dFT?IgJ7R3C0MiB?4GdrZvfE1r6JC5BlYXyYoYE LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 13=-940(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-25=-13, 1-13=-80, 13-14=-160 Concentrated Loads (lb) Vert: 13=-940(B) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-25=-13, 1-9=-80, 9-13=-27, 13-14=-107 Concentrated Loads (lb) Vert: 13=-976(B) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-25=-13, 1-8=-27, 8-13=-80, 13-14=-160 Concentrated Loads (lb) Vert: 13=-940(B) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-25=-13, 1-9=-80, 9-13=-27, 13-14=-107 Concentrated Loads (lb) Vert: 13=-976(B) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-25=-13, 1-8=-27, 8-13=-80, 13-14=-160 Concentrated Loads (lb) Vert: 13=-940(B) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-13=-27, 13-14=-107 Concentrated Loads (lb) Vert: 1=-250 13=-487(B) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-13=-27, 13-14=-107 Concentrated Loads (lb) Vert: 13=-487(B) 28=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-13=-27, 13-14=-107 Concentrated Loads (lb) Vert: 13=-487(B) 29=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-13=-27, 13-14=-107 Concentrated Loads (lb) Vert: 13=-487(B) 30=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-13=-27, 13-14=-107 Concentrated Loads (lb) Vert: 13=-487(B) 31=-250 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-13=-27, 13-14=-107 Concentrated Loads (lb) Vert: 13=-487(B) 32=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-13=-27, 13-14=-107 Concentrated Loads (lb) Vert: 13=-487(B) 33=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-13=-27, 13-14=-107 Concentrated Loads (lb) Vert: 13=-487(B) 34=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-13=-27, 13-14=-107 Concentrated Loads (lb) Vert: 13=-487(B) 35=-250 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-13=-27, 13-14=-107 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 Component available 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 J20004933 Truss FG19 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST- UWC BLDG G 3RD FLOOR Job Reference (optional) I43004774 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 10:25:35 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-hK9?dFT?IgJ7R3C0MiB?4GdrZvfE1r6JC5BlYXyYoYE LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 13=-487(B) 36=-250 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-13=-27, 13-14=-107 Concentrated Loads (lb) Vert: 13=-487(B) 37=-250 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-13=-27, 13-14=-107 Concentrated Loads (lb) Vert: 13=-487(B) 38=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-13=-27, 13-14=-107 Concentrated Loads (lb) Vert: 14=-250 13=-487(B) 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-13=-27, 13-14=-107 Concentrated Loads (lb) Vert: 1=-250 13=-487(B) 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-13=-27, 13-14=-107 Concentrated Loads (lb) Vert: 1=-250 13=-487(B) 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-13=-27, 13-14=-107 Concentrated Loads (lb) Vert: 2=-250 13=-487(B) 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-13=-27, 13-14=-107 Concentrated Loads (lb) Vert: 3=-250 13=-487(B) 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-13=-27, 13-14=-107 Concentrated Loads (lb) Vert: 5=-250 13=-487(B) 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-13=-27, 13-14=-107 Concentrated Loads (lb) Vert: 6=-250 13=-487(B) 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-13=-27, 13-14=-107 Concentrated Loads (lb) Vert: 7=-250 13=-487(B) 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-13=-27, 13-14=-107 Concentrated Loads (lb) Vert: 8=-250 13=-487(B) 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-13=-27, 13-14=-107 Concentrated Loads (lb) Vert: 9=-250 13=-487(B) 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-13=-27, 13-14=-107 Concentrated Loads (lb) Vert: 11=-250 13=-487(B) 30) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-13=-27, 13-14=-107 Concentrated Loads (lb) Vert: 12=-250 13=-487(B) 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-13=-27, 13-14=-107 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 Component available 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 J20004933 Truss FG19 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST- UWC BLDG G 3RD FLOOR Job Reference (optional) I43004774 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 10:25:35 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-hK9?dFT?IgJ7R3C0MiB?4GdrZvfE1r6JC5BlYXyYoYE LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 13=-737(B=-487) 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 Component available 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 J20004933 Truss FG20 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST- UWC BLDG G 3RD FLOOR Job Reference (optional) I43004775 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 10:25:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-hK9?dFT?IgJ7R3C0MiB?4GduIvo61zuJC5BlYXyYoYE Scale = 1:9.41234 8 7 6 5 9 10 11 3x6 3x6 3x6 3x6 4x6 4x6 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], [6:0-1-8,0-0-0], [7:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.41 0.31 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -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=993(LC 1), 5=1112(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-369/0, 4-5=-420/0, 2-3=-954/0 BOT CHORD 7-8=0/954, 6-7=0/954, 5-6=0/954 WEBS 3-5=-1220/0, 2-8=-1220/0 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) 798 lb down at 1-2-8, and 805 lb down at 2-6-8 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) 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-13, 1-4=-160(F=-80) Concentrated Loads (lb) Vert: 10=-771(B) 11=-771(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-13, 1-4=-160(F=-80) Concentrated Loads (lb) Vert: 10=-771(B) 11=-771(B) Continued on page 2 September 29,2020 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 Component available 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 J20004933 Truss FG20 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST- UWC BLDG G 3RD FLOOR Job Reference (optional) I43004775 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 10:25:35 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-hK9?dFT?IgJ7R3C0MiB?4GduIvo61zuJC5BlYXyYoYE LOAD CASE(S) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-13, 1-3=-160(F=-80), 3-4=-107(F=-80) Concentrated Loads (lb) Vert: 10=-771(B) 11=-805(B) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-13, 1-2=-107(F=-80), 2-4=-160(F=-80) Concentrated Loads (lb) Vert: 10=-798(B) 11=-771(B) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-13, 1-3=-160(F=-80), 3-4=-107(F=-80) Concentrated Loads (lb) Vert: 10=-771(B) 11=-805(B) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-13, 1-2=-107(F=-80), 2-4=-160(F=-80) Concentrated Loads (lb) Vert: 10=-798(B) 11=-771(B) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-13, 1-4=-107(F=-80) Concentrated Loads (lb) Vert: 1=-250 10=-336(B) 11=-336(B) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-13, 1-4=-107(F=-80) Concentrated Loads (lb) Vert: 9=-250 10=-336(B) 11=-336(B) 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-13, 1-4=-107(F=-80) Concentrated Loads (lb) Vert: 2=-250 10=-336(B) 11=-336(B) 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-13, 1-4=-107(F=-80) Concentrated Loads (lb) Vert: 10=-336(B) 11=-586(B=-336) 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-13, 1-4=-107(F=-80) Concentrated Loads (lb) Vert: 4=-250 10=-336(B) 11=-336(B) 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-13, 1-4=-107(F=-80) Concentrated Loads (lb) Vert: 2=-250 10=-336(B) 11=-336(B) 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-13, 1-4=-107(F=-80) Concentrated Loads (lb) Vert: 3=-250 10=-336(B) 11=-336(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 Component available 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 J20004933 Truss FG21 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST- UWC BLDG G 3RD FLOOR Job Reference (optional) I43004776 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 10:25:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-a6OWTdWVMvpYwhVnaYGxF6nbmW5AziEu7j9zhIyYoYA Scale = 1:41.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 31 30 29 28 27 26 25 24 23 22 21 20 19 18 32 33 34 35 36 37 38 39 40 41 42 43 44 45 6x8 3x8 MT18HS FP 3x16 MT18HS FP 2x4 SP 2x4 3x6 7x16 MT18HS 3x6 3x6 FP3x6 FP 6x8 3x6 6x6 6x6 6x8 6x8 6x8 6x8 6x6 6x8 3x6 6x6 8x8 6x10 6x8 3x6 6x6 6x6 5x6 8x16 6x6 6x16 5x12 10-6-010-6-0 11-4-80-10-812-3-00-10-8 18-0-125-9-12 18-9-00-8-4 21-3-02-6-0 22-6-01-3-0 24-0-01-6-0 1-3-0 0-10-80-10-8 1-6-12 1-8-4 0-9-0 1-4-8 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [10:0-1-8,Edge], [14:0-6-0,Edge], [16:0-5-4,Edge], [18:Edge,0-3-0], [21:0-6-0,Edge], [25:0-1-8,Edge], [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-S 0.38 0.62 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.37 -0.69 0.10 (loc) 25 24-25 18 l/defl >766 >411 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 229 lb FT = 20%F, 11%E GRIP 197/144 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SPF No.2(flat) *Except* 31-32,1-31,8-26,10-25,5-28,13-22,15-21,14-21,14-22: 2x4 SP No.3(flat) 17-18,15-20,16-19,16-20,16-18: 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)31=0-3-8, 18=0-5-8 Max Grav 31=1485(LC 1), 18=3529(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-31=-264/29, 17-18=-279/0, 2-3=-3261/0, 3-4=-5838/0, 4-5=-7952/0, 5-6=-7952/0, 6-8=-9496/0, 8-9=-9498/0, 9-10=-10289/0, 10-12=-10577/0, 12-13=-10883/0, 13-14=-10880/0, 14-15=-10390/0, 15-16=-6561/0 BOT CHORD 30-31=0/1809, 29-30=0/4672, 28-29=0/6968, 26-28=0/8805, 25-26=0/9922, 24-25=0/10289, 22-24=0/10828, 21-22=0/10712, 20-21=0/8293, 19-20=0/5010, 18-19=0/5014 WEBS 10-25=-401/0, 2-31=-2300/0, 2-30=0/1922, 3-30=-1867/0, 3-29=0/1543, 4-29=-1495/0, 4-28=0/1277, 5-28=-251/45, 6-28=-1105/0, 6-26=0/903, 15-20=-2292/0, 13-22=-273/20, 12-24=-332/22, 10-24=0/374, 16-20=0/2215, 9-26=-640/0, 9-25=0/561, 15-21=0/2459, 14-21=-1316/0, 14-22=-111/358, 16-18=-6066/0 NOTES- 1) All plates are MT20 plates unless otherwise indicated. 2) The Fabrication Tolerance at joint 23 = 11% 3) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1059 lb down at 18-0-12, and 1744 lb down at 22-2-12 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). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-31=-13, 1-17=-80 Continued on page 2 September 29,2020 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 Component available 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 J20004933 Truss FG21 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST- UWC BLDG G 3RD FLOOR Job Reference (optional) I43004776 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 10:25:39 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-a6OWTdWVMvpYwhVnaYGxF6nbmW5AziEu7j9zhIyYoYA LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 16=-1744(B) 14=-1059(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 Component available 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 J20004933 Truss FG22 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST- UWC BLDG G 3RD FLOOR Job Reference (optional) I43004777 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 10:25:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-2IyugzX77CxPYr4z8GnAnJKkawUQiDP2MNuWDkyYoY9 Scale = 1:10.6 1 2 3 4 5 8 7 6 9 10 11 12 6x10 6x10 3x6 3x6 6x8 3x6 6x8 6x8 2-7-82-7-8 5-3-02-7-8 1-1-12 1-2-0 1-2-0 1-4-00-1-81-4-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.44 0.37 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.01 (loc) 7 7 6 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 47 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=Mechanical, 6=Mechanical Max Grav 8=1797(LC 1), 6=1966(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-274/0, 5-6=-313/0, 2-3=-2961/0, 3-4=-2963/0 BOT CHORD 7-8=0/2064, 6-7=0/2187 WEBS 3-7=-1475/0, 2-8=-2711/0, 2-7=0/1197, 4-7=0/1041, 4-6=-2856/0 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, 8, 9, 10, 11 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 966 lb down at 1-10-4, and 966 lb down at 2-9-0, and 966 lb down at 4-1-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-8=-13, 1-5=-160 Concentrated Loads (lb) Vert: 3=-966(B) 4=-966(B) 10=-966(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-8=-13, 1-5=-160 Concentrated Loads (lb) Vert: 3=-966(B) 4=-966(B) 10=-966(B) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 September 29,2020 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 Component available 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 J20004933 Truss FG22 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST- UWC BLDG G 3RD FLOOR Job Reference (optional) I43004777 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 10:25:40 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-2IyugzX77CxPYr4z8GnAnJKkawUQiDP2MNuWDkyYoY9 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 6-8=-13, 1-5=-107 Concentrated Loads (lb) Vert: 1=-250 3=-419(B) 4=-419(B) 10=-419(B) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-13, 1-5=-107 Concentrated Loads (lb) Vert: 3=-419(B) 4=-419(B) 9=-250 10=-419(B) 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-13, 1-5=-107 Concentrated Loads (lb) Vert: 3=-419(B) 4=-419(B) 10=-669(B=-419) 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-13, 1-5=-107 Concentrated Loads (lb) Vert: 3=-419(B) 4=-419(B) 10=-419(B) 11=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-13, 1-5=-107 Concentrated Loads (lb) Vert: 3=-419(B) 4=-419(B) 10=-419(B) 12=-250 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-13, 1-5=-107 Concentrated Loads (lb) Vert: 5=-250 3=-419(B) 4=-419(B) 10=-419(B) 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-13, 1-5=-107 Concentrated Loads (lb) Vert: 3=-419(B) 2=-250 4=-419(B) 10=-419(B) 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-13, 1-5=-107 Concentrated Loads (lb) Vert: 3=-669(B=-419) 4=-419(B) 10=-419(B) 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-13, 1-5=-107 Concentrated Loads (lb) Vert: 3=-419(B) 4=-669(B=-419) 10=-419(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 Component available 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 J20004933 Truss FG23 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST- UWC BLDG G 3RD FLOOR Job Reference (optional) I43004778 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 10:25:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-x3CPWKaeARRr0SOlN5r6y9UIxXoNeyDdH?sjMVyYoY5 Scale = 1:40.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 6x6 3x8 MT18HS FP 3x8 MT18HS FP 2x4 2x4 8x16 2x4 2x4 3x8 FP 4x6 2x4 3x6 3x4 4x8 6x6 4x6 5x6 4x6 6x6 2x4 4x6 6x6 4x6 4x6 3x4 5x6 2x4 3x4 3x6 6x6 6x16 21-3-021-3-0 22-6-01-3-0 24-0-01-6-0 1-3-0 1-9-0 0-9-0 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,Edge], [15:0-1-8,Edge], [16:Edge,0-3-0], [23:0-3-0,0-0-0], [24:0-3-0,Edge], [30:0-1-8,0-1-0], [31:0-1-8,0-0-8] 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-S 0.93 0.62 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.42 -0.76 0.06 (loc) 22-23 22-23 16 l/defl >681 >376 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 155 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* 21-29,16-25: 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)29=0-3-8, 16=0-5-8 Max Grav 29=1239(LC 1), 16=3003(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-29=-260/35, 15-16=-324/0, 2-3=-2464/0, 3-4=-4384/0, 4-5=-5798/0, 5-6=-5798/0, 6-7=-6915/0, 7-8=-6915/0, 8-10=-7095/0, 10-11=-6805/0, 11-12=-6805/0, 12-13=-5971/0, 13-14=-4676/0 BOT CHORD 28-29=0/1436, 27-28=0/3539, 26-27=0/5170, 24-26=0/6406, 23-24=0/6915, 22-23=0/6915, 20-22=0/7075, 19-20=0/6485, 18-19=0/5397, 17-18=0/3981, 16-17=0/3982 WEBS 7-24=-276/0, 8-23=-489/50, 2-29=-1816/0, 2-28=0/1398, 3-28=-1458/0, 3-27=0/1146, 4-27=-1066/0, 4-26=0/834, 5-26=-258/59, 6-26=-865/0, 6-24=0/901, 14-16=-4889/0, 13-18=-1007/0, 13-19=0/766, 12-19=-696/0, 12-20=-0/446, 10-20=-453/5, 8-22=-157/568, 14-18=0/1030 NOTES- 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, 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. 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) 1949 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). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-80, 14-15=-160 Continued on page 2 September 29,2020 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 Component available 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 J20004933 Truss FG23 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST- UWC BLDG G 3RD FLOOR Job Reference (optional) I43004778 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 10:25:44 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-x3CPWKaeARRr0SOlN5r6y9UIxXoNeyDdH?sjMVyYoY5 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 14=-1913(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-80, 14-15=-160 Concentrated Loads (lb) Vert: 14=-1913(F) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-29=-13, 1-8=-80, 8-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-1949(F) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-29=-13, 1-7=-27, 7-14=-80, 14-15=-160 Concentrated Loads (lb) Vert: 14=-1913(F) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-29=-13, 1-8=-80, 8-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-1949(F) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-29=-13, 1-7=-27, 7-14=-80, 14-15=-160 Concentrated Loads (lb) Vert: 14=-1913(F) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 1=-250 14=-947(F) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-947(F) 32=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-947(F) 33=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-947(F) 34=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-947(F) 35=-250 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-947(F) 36=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-947(F) 37=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-947(F) 38=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-947(F) 39=-250 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 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 Component available 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 J20004933 Truss FG23 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST- UWC BLDG G 3RD FLOOR Job Reference (optional) I43004778 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 10:25:44 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-x3CPWKaeARRr0SOlN5r6y9UIxXoNeyDdH?sjMVyYoY5 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 14=-947(F) 40=-250 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-947(F) 41=-250 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-947(F) 42=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-947(F) 43=-250 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-947(F) 44=-250 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 15=-250 14=-947(F) 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 2=-250 14=-947(F) 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 3=-250 14=-947(F) 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 4=-250 14=-947(F) 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 5=-250 14=-947(F) 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 6=-250 14=-947(F) 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 7=-250 14=-947(F) 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 8=-250 14=-947(F) 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 10=-250 14=-947(F) 30) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 11=-250 14=-947(F) 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 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 Component available 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 J20004933 Truss FG23 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST- UWC BLDG G 3RD FLOOR Job Reference (optional) I43004778 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 10:25:44 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-x3CPWKaeARRr0SOlN5r6y9UIxXoNeyDdH?sjMVyYoY5 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 12=-250 14=-947(F) 32) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 13=-250 14=-947(F) 33) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-1197(F=-947) 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