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HomeMy WebLinkAboutI48489133.J2110495816023 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). October 25,2021 Liu, Xuegang Pages or sheets covered by this seal: I48489133 thru I48489155 My license renewal date for the state of Indiana is July 31, 2022. J21104958 ONYX+EAST - MELANGE B6 - 3RD FLOOR IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss F14 Truss Type Floor Qty 85 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489133 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-onQ?KaWnHuqv3SwOftWtzQxKDiCN8s3X51OOyuyQtEg Scale = 1:36.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 27 28 29 30 31 32 33 34 35 36 37 38 39 40 3x16 MT18HS FP 2x4 4x8 2x4 2x4 2x4 3x6 FP 4x8 4x8 4x8 4x6 4x6 4x6 4x6 4x6 2x4 4x6 2x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 2x4 2x4 21-10-0 21-10-0 1-3-0 0-10-0 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,0-0-0], [15:0-1-8,Edge], [16:Edge,0-1-8], [20:0-1-8,Edge], [21:0-1-8,Edge], [26:Edge,0-1-8], [27:0-1-8,0-1-0], [28:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.43 0.64 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.71 0.12 (loc) 21 21 16 l/defl >775 >365 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 101 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)26=0-5-8, 16=0-5-8 Max Grav 26=1202(LC 1), 16=1202(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-262/31, 15-16=-262/31, 2-3=-2278/0, 3-4=-3930/0, 4-5=-3930/0, 5-6=-4927/0, 6-7=-5370/0, 7-8=-5370/0, 8-9=-5370/0, 9-10=-4927/0, 10-12=-3930/0, 12-13=-3930/0, 13-14=-2278/0 BOT CHORD 25-26=0/1309, 24-25=0/3198, 22-24=0/4555, 21-22=0/5255, 20-21=0/5370, 19-20=0/5255, 18-19=0/4555, 17-18=0/3198, 16-17=0/1309 WEBS 14-16=-1741/0, 2-26=-1741/0, 14-17=0/1347, 2-25=0/1347, 13-17=-1280/0, 3-25=-1280/0, 13-18=0/995, 12-18=-264/50, 3-24=0/995, 4-24=-264/50, 10-18=-850/0, 5-24=-850/0, 10-19=0/518, 5-22=0/518, 9-19=-461/0, 6-22=-461/0, 9-20=-175/440, 6-21=-175/440 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss F14A Truss Type FLOOR Qty 10 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489134 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-kAYlkFY1oW4dIl4mnIZL2r1jGVtBcklqZLtV0nyQtEe Scale = 1:36.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 27 26 25 24 23 22 21 20 19 18 17 28 29 30 31 32 33 34 35 36 37 38 39 40 3x16 MT18HS FP 3x6 SP 2x4 4x8 2x4 3x6 3x6 3x6 FP3x6 FP 4x8 6x8 6x8 5x8 5x8 6x6 6x6 4x8 3x6 4x8 3x6 4x6 4x6 3x4 3x4 4x6 4x6 3x4 3x4 3x6 3x6 21-10-0 21-10-0 1-3-0 0-10-0 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [9:0-3-0,0-0-0], [17:Edge,0-1-8], [21:0-1-8,Edge], [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 2-0-0 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.21 0.68 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.70 0.14 (loc) 22 22 17 l/defl >786 >371 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 130 lb FT = 20%F, 11%E GRIP 197/144 244/190 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)27=0-5-8, 17=0-5-8 Max Grav 27=1503(LC 1), 17=1503(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-269/20, 16-17=-269/20, 2-3=-2984/0, 3-4=-5174/0, 4-6=-5174/0, 6-7=-6461/0, 7-8=-7059/0, 8-9=-7059/0, 9-10=-7059/0, 10-11=-6461/0, 11-13=-5174/0, 13-14=-5174/0, 14-15=-2984/0 BOT CHORD 26-27=0/1714, 25-26=0/4190, 23-25=0/5972, 22-23=0/6891, 21-22=0/7059, 20-21=0/6891, 19-20=0/5972, 18-19=0/4190, 17-18=0/1714 WEBS 15-17=-2228/0, 2-27=-2228/0, 15-18=0/1722, 2-26=0/1722, 14-18=-1636/0, 3-26=-1636/0, 14-19=0/1306, 13-19=-271/17, 3-25=0/1306, 4-25=-271/17, 11-19=-1060/0, 6-25=-1060/0, 11-20=0/663, 6-23=0/663, 10-20=-584/0, 7-23=-584/0, 10-21=-196/590, 7-22=-196/590, 8-22=-319/126, 9-21=-319/126 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 24 = 11% 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. October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss F15 Truss Type Floor Qty 10 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489135 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-DM57ybZfZpDUwvfyL?4ab3ZoIvGFLKT_o?c2ZDyQtEd Scale = 1:17.5 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 2x4 3x6 2x4 3x4 3x6 3x4 3x4 3x4 3x4 3x4 3x4 3x4 2x4 2x4 2-9-0 2-9-0 7-10-8 5-1-8 10-7-8 2-9-0 1-3-0 1-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [3:0-1-8,Edge], [4:0-1-8,0-0-0], [10:0-1-8,Edge], [11:0-1-8,Edge], [14:0-1-8,0-1-0] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.57 0.44 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.09 0.02 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 50 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)13=0-3-8, 8=Mechanical Max Grav 13=575(LC 1), 8=581(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-262/40, 7-8=-263/26, 2-3=-919/0, 3-4=-1225/0, 4-5=-1225/0, 5-6=-924/0 BOT CHORD 12-13=0/596, 11-12=0/1225, 10-11=0/1225, 9-10=0/1192, 8-9=0/600 WEBS 6-8=-798/0, 2-13=-791/0, 6-9=0/451, 2-12=0/449, 5-9=-374/0, 3-12=-433/0 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 has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss F16 Truss Type Floor Qty 15 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489136 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-hZfW9xZHK7LLY3D9ujbp7G6wZJVM4dh70fMc5gyQtEc Scale = 1:29.9 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 28 29 30 31 32 33 34 35 3x8 MT18HS FP 2x4 4x8 2x4 4x6 2x4 5x6 3x6 FP4x8 4x6 4x6 4x6 2x4 3x4 3x4 3x4 3x4 2x4 4x6 2x4 5x12 2x4 4x6 4x6 4x6 10-4-8 10-4-8 13-11-8 3-7-0 16-5-8 2-6-0 18-0-8 1-7-0 1-3-0 0-10-0 1-2-8 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,0-0-0], [13:0-1-8,Edge], [14:Edge,0-1-8], [17:0-1-8,Edge], [18:0-1-8,Edge], [23:Edge,0-1-8], [24:0-1-8,0-1-0], [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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.73 0.89 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.56 0.10 (loc) 18-19 18-19 14 l/defl >999 >382 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 85 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)23=0-3-8, 14=0-3-8 Max Grav 23=1180(LC 1), 14=1274(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-262/31, 13-14=-1269/0, 2-3=-2232/0, 3-4=-3835/0, 4-5=-3835/0, 5-6=-4808/0, 6-7=-5078/0, 7-8=-5078/0, 8-9=-5078/0, 9-11=-3415/0, 11-12=-1398/0, 12-13=-1398/0 BOT CHORD 22-23=0/1285, 20-22=0/3128, 19-20=0/4442, 18-19=0/5088, 17-18=0/5078, 16-17=0/4275, 15-16=0/2549 WEBS 2-23=-1709/0, 2-22=0/1317, 3-22=-1246/0, 3-20=0/961, 4-20=-268/47, 5-20=-824/0, 5-19=0/586, 6-19=-461/0, 6-18=-166/336, 7-18=-303/0, 8-17=-597/0, 12-15=-276/39, 9-17=0/1214, 9-16=-1196/0, 11-16=0/1204, 11-15=-1566/0, 13-15=0/1798 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) 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. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-23=-16, 1-13=-96 Concentrated Loads (lb) Vert: 32=-475 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-23=-16, 1-13=-96 Concentrated Loads (lb) Vert: 32=-475 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss F16 Truss Type Floor Qty 15 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489136 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:44 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-9lDuNHav5RTC9DoLSQ62gUe5Jjrbp4xGFJ59d6yQtEb LOAD CASE(S) Standard Uniform Loads (plf) Vert: 14-23=-16, 1-8=-96, 8-13=-32 Concentrated Loads (lb) Vert: 32=-475 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-23=-16, 1-7=-32, 7-13=-96 Concentrated Loads (lb) Vert: 32=-475 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-23=-16, 1-8=-96, 8-13=-32 Concentrated Loads (lb) Vert: 32=-475 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-23=-16, 1-7=-32, 7-13=-96 Concentrated Loads (lb) Vert: 32=-475 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-16, 1-13=-32 Concentrated Loads (lb) Vert: 1=-250 32=-475 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-16, 1-13=-32 Concentrated Loads (lb) Vert: 26=-250 32=-475 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-16, 1-13=-32 Concentrated Loads (lb) Vert: 27=-250 32=-475 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-16, 1-13=-32 Concentrated Loads (lb) Vert: 28=-250 32=-475 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-16, 1-13=-32 Concentrated Loads (lb) Vert: 29=-250 32=-475 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-16, 1-13=-32 Concentrated Loads (lb) Vert: 30=-250 32=-475 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-16, 1-13=-32 Concentrated Loads (lb) Vert: 31=-250 32=-475 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-16, 1-13=-32 Concentrated Loads (lb) Vert: 32=-725 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-16, 1-13=-32 Concentrated Loads (lb) Vert: 32=-475 33=-250 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-16, 1-13=-32 Concentrated Loads (lb) Vert: 10=-250 32=-475 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-16, 1-13=-32 Concentrated Loads (lb) Vert: 32=-475 34=-250 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss F16 Truss Type Floor Qty 15 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489136 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:44 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-9lDuNHav5RTC9DoLSQ62gUe5Jjrbp4xGFJ59d6yQtEb LOAD CASE(S) Standard Uniform Loads (plf) Vert: 14-23=-16, 1-13=-32 Concentrated Loads (lb) Vert: 32=-475 35=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-16, 1-13=-32 Concentrated Loads (lb) Vert: 13=-250 32=-475 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-16, 1-13=-32 Concentrated Loads (lb) Vert: 1=-250 32=-475 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-16, 1-13=-32 Concentrated Loads (lb) Vert: 1=-250 32=-475 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-16, 1-13=-32 Concentrated Loads (lb) Vert: 2=-250 32=-475 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-16, 1-13=-32 Concentrated Loads (lb) Vert: 3=-250 32=-475 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-16, 1-13=-32 Concentrated Loads (lb) Vert: 4=-250 32=-475 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-16, 1-13=-32 Concentrated Loads (lb) Vert: 5=-250 32=-475 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-16, 1-13=-32 Concentrated Loads (lb) Vert: 6=-250 32=-475 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-16, 1-13=-32 Concentrated Loads (lb) Vert: 7=-250 32=-475 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-16, 1-13=-32 Concentrated Loads (lb) Vert: 8=-250 32=-475 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-16, 1-13=-32 Concentrated Loads (lb) Vert: 9=-250 32=-475 30) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-16, 1-13=-32 Concentrated Loads (lb) Vert: 11=-250 32=-475 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-16, 1-13=-32 Concentrated Loads (lb) Vert: 12=-250 32=-475 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss F17 Truss Type Floor Qty 10 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489137 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-dxnGadbYskb3nNNX08dHDhBHg6FPYcjQUzrj9YyQtEa Scale = 1:33.1 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 3x8 MT18HS FP 2x4 4x8 2x4 3x4 3x6 FP4x6 4x6 4x6 4x6 2x4 3x4 3x4 3x4 3x4 2x4 3x4 2x4 4x8 2x4 3x4 3x6 3x6 4x6 5x6 5x6 10-4-8 10-4-8 13-11-8 3-7-0 16-5-8 2-6-0 19-1-0 2-7-8 19-10-8 0-9-8 1-3-0 0-10-0 0-6-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,0-0-0], [19:0-1-8,Edge], [20:0-1-8,Edge], [25:Edge,0-1-8], [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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.69 0.60 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.58 0.09 (loc) 20-21 20-21 15 l/defl >866 >405 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 94 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)25=0-3-8, 15=Mechanical Max Grav 25=1092(LC 1), 15=1098(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-262/31, 14-15=-1098/0, 2-3=-2041/0, 3-4=-3459/0, 4-5=-3459/0, 5-6=-4234/0, 6-7=-4394/0, 7-8=-4394/0, 8-9=-4394/0, 9-10=-3671/0, 10-12=-2451/0, 12-13=-2451/0, 13-14=-564/0 BOT CHORD 24-25=0/1185, 22-24=0/2848, 21-22=0/3968, 20-21=0/4440, 19-20=0/4394, 18-19=0/4121, 17-18=0/3192, 16-17=0/1590 WEBS 2-25=-1576/0, 2-24=0/1190, 3-24=-1122/0, 3-22=0/830, 4-22=-265/52, 5-22=-693/0, 5-21=0/384, 6-21=-319/25, 6-20=-286/251, 12-17=-266/48, 9-19=-51/567, 9-18=-626/0, 10-18=0/666, 10-17=-1007/0, 13-17=0/1170, 13-16=-1427/0, 14-16=0/1168 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 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. October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss F18 Truss Type Floor Qty 7 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489138 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-57LeozcAd2jwPXykar8WlvkVPWhmH96ZidaGi?yQtEZ Scale = 1:14.0 1 2 3 4 5 6 10 9 8 7 11 12 13 14 15 16 17 2x4 3x6 2x4 2x4 3x6 2x4 3x6 2x4 3x4 3x4 3x4 3x4 2-2-6 2-2-6 4-9-14 2-7-8 7-6-12 2-8-14 0-8-6 1-3-0 1-2-14 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [11:0-1-8,0-1-0], [12:0-1-8,0-1-0] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.50 0.21 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.01 (loc) 8 7-8 7 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 38 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-3, 7=0-3-3 Max Grav 10=421(LC 3), 7=421(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-256/34, 6-7=-261/33, 2-3=-536/0, 3-4=-536/0, 4-5=-548/0 BOT CHORD 9-10=0/265, 8-9=0/647, 7-8=0/402 WEBS 3-9=-275/42, 2-10=-475/0, 2-9=0/432, 4-9=-278/43, 5-8=0/275, 5-7=-535/0 NOTES- 1) 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. 2) 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. October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss F19 Truss Type Floor Qty 40 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489139 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-ZKv0?JcoOMrn0gXw7ZflI6GbTwxS0VEjxHKpERyQtEY Scale = 1:32.9 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 3x8 MT18HS FP 2x4 4x8 2x4 2x4 2x4 3x6 FP 4x8 4x6 4x6 4x6 4x6 4x6 4x6 4x6 2x4 4x6 2x4 3x4 3x4 3x4 3x4 3x4 3x4 2x4 2x4 19-10-0 19-10-0 1-3-0 1-4-0 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [7:0-1-8,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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.80 0.63 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.55 0.09 (loc) 18-19 18-19 14 l/defl >906 >426 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 91 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)24=0-5-8, 14=0-5-8 Max Grav 24=1090(LC 1), 14=1090(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-262/31, 13-14=-262/31, 2-3=-2036/0, 3-4=-3449/0, 4-5=-3449/0, 5-6=-4206/0, 6-7=-4432/0, 7-8=-4206/0, 8-10=-3449/0, 10-11=-3449/0, 11-12=-2036/0 BOT CHORD 23-24=0/1182, 21-23=0/2841, 20-21=0/3958, 19-20=0/4432, 18-19=0/4432, 17-18=0/4432, 16-17=0/3958, 15-16=0/2841, 14-15=0/1182 WEBS 12-14=-1572/0, 2-24=-1572/0, 12-15=0/1187, 2-23=0/1187, 11-15=-1121/0, 3-23=-1121/0, 11-16=0/826, 10-16=-254/72, 3-21=0/826, 4-21=-254/72, 8-16=-691/0, 5-21=-691/0, 8-17=0/445, 5-20=0/445, 7-17=-513/68, 6-20=-513/68 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss F20 Truss Type Floor Qty 2 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489140 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-1WTPDedQ9fzdeq66hGB_qKprqKNVl1ysAx3NmtyQtEX Scale: 3/4"=1' 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 3x4 2x4 3x6 2x4 3x4 3x4 3x4 3x6 3x4 4x6 4x6 2x4 5-3-0 5-3-0 7-10-8 2-7-8 8-7-8 0-9-0 1-3-0 0-6-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [12:0-1-8,0-1-0] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.50 0.25 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.01 (loc) 9 9-10 7 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 44 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=Mechanical, 11=0-3-8 Max Grav 7=469(LC 1), 11=463(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-261/32, 6-7=-473/0, 2-3=-678/0, 3-4=-771/0, 4-5=-771/0 BOT CHORD 10-11=0/472, 9-10=0/836, 8-9=0/584 WEBS 2-11=-626/0, 2-10=0/335, 3-10=-269/0, 5-9=0/354, 5-8=-525/0, 6-8=0/450, 4-9=-268/48 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) 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. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss F21 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489141 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-Vi1nQ_e2wz5UG_hJFziDNXMzykXuUJd0PbpwIJyQtEW Scale = 1:26.5 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 25 26 27 28 29 30 31 32 3x8 MT18HS FP 2x4 4x6 2x4 4x6 2x4 5x6 4x8 4x8 4x6 4x6 3x8 4x6 3x4 3x6 2x4 2x4 4x6 5x12 2x4 4x8 4x10 7-10-8 7-10-8 9-1-8 1-3-0 11-11-8 2-10-0 14-5-8 2-6-0 16-0-8 1-7-0 1-3-0 1-4-0 1-2-8 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [7:0-3-0,Edge], [10:0-1-8,Edge], [11:Edge,0-1-8], [14:0-1-8,0-0-0], [15:0-1-8,Edge], [21:0-1-8,0-1-0], [22:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.67 0.95 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.44 0.08 (loc) 15-16 15-16 11 l/defl >999 >435 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 89 lb FT = 20%F, 11%E GRIP 197/144 244/190 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)20=0-3-8, 11=0-3-8 Max Grav 20=1358(LC 1), 11=1413(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-265/27, 10-11=-1407/0, 2-3=-2536/0, 3-4=-4282/0, 4-5=-4297/0, 5-6=-5356/0, 6-7=-5229/0, 7-8=-3978/0, 8-9=-1563/0, 9-10=-1560/0 BOT CHORD 19-20=0/1473, 17-19=0/3536, 16-17=0/5292, 15-16=0/5229, 14-15=0/5229, 13-14=0/5229, 12-13=0/3017 WEBS 2-20=-1958/0, 2-19=0/1478, 3-19=-1391/0, 3-17=0/1014, 4-17=-13/292, 5-17=-1340/0, 5-16=-53/333, 6-16=-148/334, 6-15=-307/0, 7-14=0/343, 9-12=-293/0, 7-13=-1679/0, 8-13=0/1400, 8-12=-1842/0, 10-12=0/2008 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) 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 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-20=-20, 1-10=-120 Concentrated Loads (lb) Vert: 28=-575 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-20=-20, 1-10=-120 Concentrated Loads (lb) Vert: 28=-575 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss F21 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489141 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:50 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-_va9dKfghHDLt8GVphDSwlu8i7t7Dmt9dFYTrmyQtEV LOAD CASE(S) Standard Uniform Loads (plf) Vert: 11-20=-20, 1-7=-120, 7-10=-40 Concentrated Loads (lb) Vert: 28=-575 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-20=-20, 1-6=-40, 6-10=-120 Concentrated Loads (lb) Vert: 28=-575 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-20=-20, 1-7=-120, 7-10=-40 Concentrated Loads (lb) Vert: 28=-575 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-20=-20, 1-6=-40, 6-10=-120 Concentrated Loads (lb) Vert: 28=-575 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-20, 1-10=-40 Concentrated Loads (lb) Vert: 1=-250 28=-575 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-20, 1-10=-40 Concentrated Loads (lb) Vert: 23=-250 28=-575 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-20, 1-10=-40 Concentrated Loads (lb) Vert: 24=-250 28=-575 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-20, 1-10=-40 Concentrated Loads (lb) Vert: 25=-250 28=-575 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-20, 1-10=-40 Concentrated Loads (lb) Vert: 26=-250 28=-575 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-20, 1-10=-40 Concentrated Loads (lb) Vert: 27=-250 28=-575 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-20, 1-10=-40 Concentrated Loads (lb) Vert: 28=-575 29=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-20, 1-10=-40 Concentrated Loads (lb) Vert: 28=-575 30=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-20, 1-10=-40 Concentrated Loads (lb) Vert: 28=-575 31=-250 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-20, 1-10=-40 Concentrated Loads (lb) Vert: 28=-575 32=-250 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-20, 1-10=-40 Concentrated Loads (lb) Vert: 10=-250 28=-575 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss F21 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489141 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:50 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-_va9dKfghHDLt8GVphDSwlu8i7t7Dmt9dFYTrmyQtEV LOAD CASE(S) Standard Uniform Loads (plf) Vert: 11-20=-20, 1-10=-40 Concentrated Loads (lb) Vert: 1=-250 28=-575 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-20, 1-10=-40 Concentrated Loads (lb) Vert: 1=-250 28=-575 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-20, 1-10=-40 Concentrated Loads (lb) Vert: 2=-250 28=-575 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-20, 1-10=-40 Concentrated Loads (lb) Vert: 3=-250 28=-575 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-20, 1-10=-40 Concentrated Loads (lb) Vert: 4=-250 28=-575 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-20, 1-10=-40 Concentrated Loads (lb) Vert: 5=-250 28=-575 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-20, 1-10=-40 Concentrated Loads (lb) Vert: 6=-250 28=-575 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-20, 1-10=-40 Concentrated Loads (lb) Vert: 7=-250 28=-575 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-20, 1-10=-40 Concentrated Loads (lb) Vert: 8=-250 28=-575 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-20, 1-10=-40 Concentrated Loads (lb) Vert: 9=-250 28=-575 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss F22 Truss Type Floor Qty 4 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489142 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:51 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-S58XrggISaLCVIrhMOkhSyRHpXHvyIyIsvI1NCyQtEU Scale = 1:30.4 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 29 30 31 32 33 3x6 FP 2x4 3x6 2x4 3x4 3x6 FP4x6 4x6 3x6 3x6 2x4 3x4 3x4 3x4 2x4 2x4 3x4 4x6 2x4 3x4 3x4 4x6 4x6 4x6 9-1-8 9-1-8 11-11-8 2-10-0 14-5-8 2-6-0 17-1-0 2-7-8 18-3-8 1-2-8 1-3-0 1-4-0 0-11-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [7:0-1-8,Edge], [17:0-1-8,0-0-0], [18:0-1-8,Edge], [24:0-1-8,0-1-0] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.78 0.66 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.43 0.07 (loc) 18-19 18-19 13 l/defl >999 >506 n/a L/d 480 360 n/a PLATES MT20 Weight: 86 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)23=0-3-8, 13=Mechanical Max Grav 23=1004(LC 1), 13=1010(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-262/31, 12-13=-1004/0, 2-3=-1849/0, 3-4=-3077/0, 4-5=-3077/0, 5-6=-3655/0, 6-7=-3735/0, 7-8=-3364/0, 8-10=-2429/0, 10-11=-2429/0, 11-12=-817/0 BOT CHORD 22-23=0/1085, 20-22=0/2565, 19-20=0/3504, 18-19=0/3735, 17-18=0/3735, 16-17=0/3735, 15-16=0/3019, 14-15=0/1728 WEBS 2-23=-1442/0, 2-22=0/1064, 3-22=-996/0, 3-20=0/696, 5-20=-580/0, 5-19=-34/328, 6-19=-342/170, 10-15=-257/69, 7-16=-634/0, 8-16=0/526, 8-15=-803/0, 11-15=0/952, 11-14=-1267/0, 12-14=0/1224 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 has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FE03 Truss Type Floor Supported Gable Qty 7 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489143 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-wHiv20gxDuT37SPtw6Fw?A_bAxnXhuRS5Z1aveyQtET Scale = 1:9.4 1 2 3 4 8 7 6 5 9 10 11 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 3-6-0 3-6-01-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [8:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.23 0.06 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 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 3-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 3-6-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 5, 6 Max Grav All reactions 250 lb or less at joint(s) except 8=281(LC 3), 5=267(LC 7), 7=331(LC 8), 6=307(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-271/9, 4-5=-259/50 WEBS 2-7=-302/0, 3-6=-286/13 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) 5, 6. 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. October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG12 Truss Type FLOOR Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489144 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-KsO2h2jpVpre_v8SbEpddoczO8bCu1gunXGEWzyQtEQ Scale = 1:37.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 28 27 26 25 24 23 22 21 20 19 18 17 29 30 31 32 33 34 35 36 37 38 39 40 41 6x8 3x16 MT18HS FP 2x4 SP 3x16 MT18HS FP 3x12 SP 2x4 6x18 MT18HS 2x4 3x6 3x6 3x6 FP3x6 FP 7x16 MT18HS 6x8 7x16 MT18HS6x8 6x8 6x8 6x8 3x6 6x10 3x6 6x6 6x8 6x6 6x8 6x6 6x8 6x6 3x6 6x10 5x6 21-10-0 21-10-0 1-3-0 0-10-0 1-0-0 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [9:0-3-0,Edge], [20:0-4-4,0-1-8], [22:0-4-8,Edge], [23:0-1-8,Edge], [29:0-1-8,0-1-0], [30:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.80 0.89 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -1.07 0.16 (loc) 23 22 17 l/defl >955 >243 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 212 lb FT = 20%F, 11%E GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)28=0-5-8, 17=0-5-8 Max Grav 28=2158(LC 1), 17=3873(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-28=-269/21, 16-17=-410/0, 2-3=-4812/0, 3-4=-8883/0, 4-6=-8883/0, 6-7=-12215/0, 7-8=-15098/0, 8-9=-15098/0, 9-10=-15069/0, 10-11=-14089/0, 11-13=-11864/0, 13-14=-11864/0, 14-15=-7557/0 BOT CHORD 27-28=0/2646, 26-27=0/6928, 24-26=0/10723, 23-24=0/13681, 22-23=0/15098, 21-22=0/14824, 19-21=0/13261, 18-19=0/10437, 17-18=0/4639 WEBS 15-17=-5892/0, 2-28=-3365/0, 15-18=0/3861, 2-27=0/2867, 14-18=-3811/0, 3-27=-2801/0, 14-19=0/1850, 3-26=0/2534, 11-19=-1812/0, 6-26=-2386/0, 11-21=0/1095, 6-24=0/1974, 10-21=-994/0, 7-24=-1958/0, 7-23=0/2157, 8-23=-1190/0, 9-22=-453/102, 10-22=-349/640 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 25 = 11%, joint 20 = 11% 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, 34, 35 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) 1111 lb down at 10-9-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-28=-16, 1-9=-96, 9-14=-186, 14-16=-501 Concentrated Loads (lb) Vert: 14=-420 36=-1096(F) Continued on page 2 October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG12 Truss Type FLOOR Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489144 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:55 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-KsO2h2jpVpre_v8SbEpddoczO8bCu1gunXGEWzyQtEQ LOAD CASE(S) Standard 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-28=-16, 1-9=-96, 9-14=-186, 14-16=-501 Concentrated Loads (lb) Vert: 14=-420 36=-1096(F) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-28=-16, 1-9=-96, 9-14=-122, 14-16=-437 Concentrated Loads (lb) Vert: 14=-420 36=-1097(F) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-28=-16, 1-8=-32, 8-9=-96, 9-14=-186, 14-16=-501 Concentrated Loads (lb) Vert: 14=-420 36=-1111(F) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-28=-16, 1-9=-96, 9-14=-122, 14-16=-437 Concentrated Loads (lb) Vert: 14=-420 36=-1097(F) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-28=-16, 1-8=-32, 8-9=-96, 9-14=-186, 14-16=-501 Concentrated Loads (lb) Vert: 14=-420 36=-1111(F) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-16, 1-9=-32, 9-14=-122, 14-16=-437 Concentrated Loads (lb) Vert: 1=-250 14=-420 36=-704(F) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-16, 1-9=-32, 9-14=-122, 14-16=-437 Concentrated Loads (lb) Vert: 14=-420 31=-250 36=-704(F) 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-16, 1-9=-32, 9-14=-122, 14-16=-437 Concentrated Loads (lb) Vert: 14=-420 32=-250 36=-704(F) 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-16, 1-9=-32, 9-14=-122, 14-16=-437 Concentrated Loads (lb) Vert: 14=-420 33=-250 36=-704(F) 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-16, 1-9=-32, 9-14=-122, 14-16=-437 Concentrated Loads (lb) Vert: 5=-250 14=-420 36=-704(F) 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-16, 1-9=-32, 9-14=-122, 14-16=-437 Concentrated Loads (lb) Vert: 14=-420 34=-250 36=-704(F) 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-16, 1-9=-32, 9-14=-122, 14-16=-437 Concentrated Loads (lb) Vert: 14=-420 35=-250 36=-704(F) 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-16, 1-9=-32, 9-14=-122, 14-16=-437 Concentrated Loads (lb) Vert: 14=-420 36=-954(F=-704) 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-16, 1-9=-32, 9-14=-122, 14-16=-437 Concentrated Loads (lb) Vert: 14=-420 36=-704(F) 37=-250 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-16, 1-9=-32, 9-14=-122, 14-16=-437 Concentrated Loads (lb) Vert: 14=-420 36=-704(F) 38=-250 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG12 Truss Type FLOOR Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489144 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:55 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-KsO2h2jpVpre_v8SbEpddoczO8bCu1gunXGEWzyQtEQ LOAD CASE(S) Standard 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-16, 1-9=-32, 9-14=-122, 14-16=-437 Concentrated Loads (lb) Vert: 12=-250 14=-420 36=-704(F) 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-16, 1-9=-32, 9-14=-122, 14-16=-437 Concentrated Loads (lb) Vert: 14=-420 36=-704(F) 39=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-16, 1-9=-32, 9-14=-122, 14-16=-437 Concentrated Loads (lb) Vert: 14=-420 36=-704(F) 40=-250 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-16, 1-9=-32, 9-14=-122, 14-16=-437 Concentrated Loads (lb) Vert: 14=-420 36=-704(F) 41=-250 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-16, 1-9=-32, 9-14=-122, 14-16=-437 Concentrated Loads (lb) Vert: 16=-250 14=-420 36=-704(F) 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-16, 1-9=-32, 9-14=-122, 14-16=-437 Concentrated Loads (lb) Vert: 1=-250 14=-420 36=-704(F) 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-16, 1-9=-32, 9-14=-122, 14-16=-437 Concentrated Loads (lb) Vert: 1=-250 14=-420 36=-704(F) 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-16, 1-9=-32, 9-14=-122, 14-16=-437 Concentrated Loads (lb) Vert: 2=-250 14=-420 36=-704(F) 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-16, 1-9=-32, 9-14=-122, 14-16=-437 Concentrated Loads (lb) Vert: 14=-420 3=-250 36=-704(F) 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-16, 1-9=-32, 9-14=-122, 14-16=-437 Concentrated Loads (lb) Vert: 14=-420 4=-250 36=-704(F) 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-16, 1-9=-32, 9-14=-122, 14-16=-437 Concentrated Loads (lb) Vert: 14=-420 6=-250 36=-704(F) 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-16, 1-9=-32, 9-14=-122, 14-16=-437 Concentrated Loads (lb) Vert: 14=-420 7=-250 36=-704(F) 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-16, 1-9=-32, 9-14=-122, 14-16=-437 Concentrated Loads (lb) Vert: 14=-420 8=-250 36=-704(F) 30) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-16, 1-9=-32, 9-14=-122, 14-16=-437 Concentrated Loads (lb) Vert: 14=-420 9=-250 36=-704(F) 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-16, 1-9=-32, 9-14=-122, 14-16=-437 Concentrated Loads (lb) Vert: 14=-420 10=-250 36=-704(F) Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG12 Truss Type FLOOR Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489144 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:55 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-KsO2h2jpVpre_v8SbEpddoczO8bCu1gunXGEWzyQtEQ LOAD CASE(S) Standard 32) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-16, 1-9=-32, 9-14=-122, 14-16=-437 Concentrated Loads (lb) Vert: 14=-420 11=-250 36=-704(F) 33) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-16, 1-9=-32, 9-14=-122, 14-16=-437 Concentrated Loads (lb) Vert: 14=-420 13=-250 36=-704(F) 34) 28th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-16, 1-9=-32, 9-14=-122, 14-16=-437 Concentrated Loads (lb) Vert: 14=-670 36=-704(F) 35) 29th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-16, 1-9=-32, 9-14=-122, 14-16=-437 Concentrated Loads (lb) Vert: 15=-250 14=-420 36=-704(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG13 Truss Type FLOOR Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489145 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-GFVo5jk31Q5MDDIrjfr5iDhRzyLAM2ABErlLasyQtEO Scale = 1:30.4 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 6x8 3x6 FP 3x6 FP 2x4 2x4 6x6 3x6 3x6 FP3x6 FP 6x8 6x8 6x6 6x8 3x6 5x6 5x6 4x6 6x10 6x6 3x6 6x10 3x6 6x6 6x8 6x8 5x6 8x8 10-4-8 10-4-8 13-11-8 3-7-0 16-5-8 2-6-0 18-0-8 1-7-0 1-3-0 0-7-0 1-2-8 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [8:0-1-8,Edge], [14:0-1-8,Edge], [15:Edge,0-3-0], [20:0-4-8,Edge], [26:0-1-8,0-1-0], [27:0-1-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.29 0.60 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.44 0.08 (loc) 20-21 20-21 15 l/defl >999 >480 n/a L/d 480 360 n/a PLATES MT20 Weight: 144 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) *Except* 14-15,14-16: 2x4 SP 2400F 2.0E(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)25=0-3-8, 15=0-3-8 Max Grav 25=1492(LC 1), 15=2032(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-265/25, 14-15=-2016/0, 2-4=-3211/0, 4-5=-5696/0, 5-6=-5701/0, 6-7=-7506/0, 7-8=-8653/0, 8-9=-8224/0, 9-10=-8211/0, 10-12=-5885/0, 12-13=-2455/0, 13-14=-2455/0 BOT CHORD 24-25=0/1811, 22-24=0/4566, 21-22=0/6758, 20-21=0/8199, 19-20=0/8684, 18-19=0/7286, 16-18=0/4441 WEBS 2-25=-2302/0, 2-24=0/1853, 4-24=-1792/0, 4-22=0/1493, 5-22=-271/24, 6-22=-1348/0, 6-21=0/990, 7-21=-917/0, 7-20=0/688, 8-20=-423/0, 9-19=-341/0, 13-16=-381/0, 10-19=0/1229, 10-18=-1853/0, 12-18=0/1912, 12-16=-2577/0, 14-16=0/3012, 8-19=-736/0 NOTES- 1) 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 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 2) 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. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 891 lb down at 10-9-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 5) 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=-16, 1-8=-96, 8-14=-186 Concentrated Loads (lb) Vert: 8=-891(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-25=-16, 1-8=-96, 8-14=-186 Continued on page 2 October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG13 Truss Type FLOOR Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489145 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:57 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-GFVo5jk31Q5MDDIrjfr5iDhRzyLAM2ABErlLasyQtEO LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=-891(F) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-8=-32, 8-14=-122 Concentrated Loads (lb) Vert: 1=-250 8=-615(F) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-8=-32, 8-14=-122 Concentrated Loads (lb) Vert: 8=-615(F) 28=-250 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-8=-32, 8-14=-122 Concentrated Loads (lb) Vert: 8=-615(F) 29=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-8=-32, 8-14=-122 Concentrated Loads (lb) Vert: 8=-615(F) 30=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-8=-32, 8-14=-122 Concentrated Loads (lb) Vert: 8=-615(F) 31=-250 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-8=-32, 8-14=-122 Concentrated Loads (lb) Vert: 8=-615(F) 32=-250 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-8=-32, 8-14=-122 Concentrated Loads (lb) Vert: 8=-615(F) 33=-250 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-8=-32, 8-14=-122 Concentrated Loads (lb) Vert: 8=-615(F) 34=-250 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-8=-32, 8-14=-122 Concentrated Loads (lb) Vert: 8=-615(F) 35=-250 12) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-8=-32, 8-14=-122 Concentrated Loads (lb) Vert: 11=-250 8=-615(F) 13) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-8=-32, 8-14=-122 Concentrated Loads (lb) Vert: 8=-615(F) 36=-250 14) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-8=-32, 8-14=-122 Concentrated Loads (lb) Vert: 8=-615(F) 37=-250 15) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-8=-32, 8-14=-122 Concentrated Loads (lb) Vert: 14=-250 8=-615(F) 16) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-8=-32, 8-14=-122 Concentrated Loads (lb) Vert: 1=-250 8=-615(F) 17) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-8=-32, 8-14=-122 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG13 Truss Type FLOOR Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489145 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:57 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-GFVo5jk31Q5MDDIrjfr5iDhRzyLAM2ABErlLasyQtEO LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-250 8=-615(F) 18) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-8=-32, 8-14=-122 Concentrated Loads (lb) Vert: 2=-250 8=-615(F) 19) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-8=-32, 8-14=-122 Concentrated Loads (lb) Vert: 4=-250 8=-615(F) 20) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-8=-32, 8-14=-122 Concentrated Loads (lb) Vert: 5=-250 8=-615(F) 21) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-8=-32, 8-14=-122 Concentrated Loads (lb) Vert: 6=-250 8=-615(F) 22) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-8=-32, 8-14=-122 Concentrated Loads (lb) Vert: 7=-250 8=-615(F) 23) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-8=-32, 8-14=-122 Concentrated Loads (lb) Vert: 8=-865(F=-615) 24) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-8=-32, 8-14=-122 Concentrated Loads (lb) Vert: 9=-250 8=-615(F) 25) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-8=-32, 8-14=-122 Concentrated Loads (lb) Vert: 10=-250 8=-615(F) 26) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-8=-32, 8-14=-122 Concentrated Loads (lb) Vert: 12=-250 8=-615(F) 27) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-8=-32, 8-14=-122 Concentrated Loads (lb) Vert: 13=-250 8=-615(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG14 Truss Type FLOOR Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489146 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-DedZWPmKZ2M4SWSEq4tZnemhjm6jqwUUi8ESfkyQtEM Scale = 1:37.0 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 6x6 3x6 FP 3x6 FP 2x4 6x8 3x6 3x6 3x6 FP3x6 FP 4x6 6x8 6x10 4x6 3x6 6x8 3x6 5x6 3x6 6x6 3x6 6x6 3x6 5x6 3x6 4x6 3x6 3x6 3x6 5x6 6x8 6x10 17-10-12 17-10-12 19-1-0 1-2-4 20-4-0 1-3-0 21-10-0 1-6-0 1-3-0 0-10-0 1-2-4 1-0-12 0-10-8 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [9:0-3-0,0-0-0], [24:0-3-0,Edge], [31:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.59 0.28 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.16 0.01 (loc) 25-26 25-26 20 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 158 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-23,20-21,19-20. REACTIONS. (size)30=0-5-8, 17=0-5-8, 20=0-3-8 Max Grav 30=801(LC 3), 17=1377(LC 4), 20=3609(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-30=-263/27, 16-17=-482/0, 2-3=-1516/0, 3-4=-2402/0, 4-6=-2402/0, 6-7=-2604/0, 7-8=-1957/0, 8-9=-1957/0, 9-10=-1957/0, 10-11=-347/0, 11-13=0/1758, 13-14=0/1755, 14-15=-154/1005 BOT CHORD 29-30=0/955, 28-29=0/2077, 26-28=0/2626, 25-26=0/2470, 24-25=0/1957, 23-24=0/1195, 21-23=-659/0, 20-21=-2839/0, 19-20=-2862/0, 18-19=0/1513, 17-18=0/1513 WEBS 15-17=-1850/0, 2-30=-1181/0, 15-19=-2571/0, 2-29=0/744, 3-29=-743/0, 3-28=0/436, 11-21=-1571/0, 6-28=-361/48, 11-23=0/1129, 10-23=-1140/0, 7-26=-12/291, 10-24=0/1037, 7-25=-747/0, 8-25=-1/267, 9-24=-383/0, 14-20=-3415/0, 14-21=0/1422, 14-19=0/2566 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) 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, 36, 37 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1421 lb down at 20-0-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-16, 1-14=-96, 14-16=-501 Concentrated Loads (lb) Vert: 15=-1370(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG14 Truss Type FLOOR Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489146 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:00 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-hqBxklnyKLUx4g1QOnOoJsJsT9SyZNkdwoz?BByQtEL LOAD CASE(S) Standard Uniform Loads (plf) Vert: 17-30=-16, 1-14=-96, 14-16=-501 Concentrated Loads (lb) Vert: 15=-1370(B) 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-16, 1-14=-96, 14-16=-437 Concentrated Loads (lb) Vert: 15=-1421(B) 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-16, 1-14=-32, 14-16=-501 Concentrated Loads (lb) Vert: 15=-1370(B) 5) 3rd unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-16, 1-14=-96, 14-16=-437 Concentrated Loads (lb) Vert: 15=-1421(B) 6) 4th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-16, 1-14=-32, 14-16=-501 Concentrated Loads (lb) Vert: 15=-1370(B) 7) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-96, 9-14=-32, 14-16=-501 Concentrated Loads (lb) Vert: 15=-1370(B) 8) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-16, 1-8=-32, 8-14=-96, 14-16=-501 Concentrated Loads (lb) Vert: 15=-1370(B) 9) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-96, 9-14=-32, 14-16=-501 Concentrated Loads (lb) Vert: 15=-1370(B) 10) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-16, 1-8=-32, 8-14=-96, 14-16=-501 Concentrated Loads (lb) Vert: 15=-1370(B) 11) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-14=-32, 14-16=-437 Concentrated Loads (lb) Vert: 1=-250 15=-686(B) 12) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-14=-32, 14-16=-437 Concentrated Loads (lb) Vert: 15=-686(B) 32=-250 13) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-14=-32, 14-16=-437 Concentrated Loads (lb) Vert: 15=-686(B) 33=-250 14) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-14=-32, 14-16=-437 Concentrated Loads (lb) Vert: 15=-686(B) 34=-250 15) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-14=-32, 14-16=-437 Concentrated Loads (lb) Vert: 5=-250 15=-686(B) 16) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-14=-32, 14-16=-437 Concentrated Loads (lb) Vert: 15=-686(B) 35=-250 17) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG14 Truss Type FLOOR Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489146 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:00 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-hqBxklnyKLUx4g1QOnOoJsJsT9SyZNkdwoz?BByQtEL LOAD CASE(S) Standard Uniform Loads (plf) Vert: 17-30=-16, 1-14=-32, 14-16=-437 Concentrated Loads (lb) Vert: 15=-686(B) 36=-250 18) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-14=-32, 14-16=-437 Concentrated Loads (lb) Vert: 15=-686(B) 37=-250 19) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-14=-32, 14-16=-437 Concentrated Loads (lb) Vert: 15=-686(B) 38=-250 20) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-14=-32, 14-16=-437 Concentrated Loads (lb) Vert: 15=-686(B) 39=-250 21) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-14=-32, 14-16=-437 Concentrated Loads (lb) Vert: 12=-250 15=-686(B) 22) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-14=-32, 14-16=-437 Concentrated Loads (lb) Vert: 15=-686(B) 40=-250 23) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-14=-32, 14-16=-437 Concentrated Loads (lb) Vert: 15=-686(B) 41=-250 24) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-14=-32, 14-16=-437 Concentrated Loads (lb) Vert: 15=-686(B) 42=-250 25) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-14=-32, 14-16=-437 Concentrated Loads (lb) Vert: 16=-250 15=-686(B) 26) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-14=-32, 14-16=-437 Concentrated Loads (lb) Vert: 2=-250 15=-686(B) 27) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-14=-32, 14-16=-437 Concentrated Loads (lb) Vert: 15=-686(B) 3=-250 28) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-14=-32, 14-16=-437 Concentrated Loads (lb) Vert: 15=-686(B) 4=-250 29) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-14=-32, 14-16=-437 Concentrated Loads (lb) Vert: 15=-686(B) 6=-250 30) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-14=-32, 14-16=-437 Concentrated Loads (lb) Vert: 15=-686(B) 7=-250 31) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-14=-32, 14-16=-437 Concentrated Loads (lb) Vert: 15=-686(B) 8=-250 32) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG14 Truss Type FLOOR Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489146 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:00 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-hqBxklnyKLUx4g1QOnOoJsJsT9SyZNkdwoz?BByQtEL LOAD CASE(S) Standard Uniform Loads (plf) Vert: 17-30=-16, 1-14=-32, 14-16=-437 Concentrated Loads (lb) Vert: 15=-686(B) 9=-250 33) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-14=-32, 14-16=-437 Concentrated Loads (lb) Vert: 15=-686(B) 10=-250 34) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-14=-32, 14-16=-437 Concentrated Loads (lb) Vert: 15=-686(B) 11=-250 35) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-14=-32, 14-16=-437 Concentrated Loads (lb) Vert: 15=-686(B) 13=-250 36) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-14=-32, 14-16=-437 Concentrated Loads (lb) Vert: 15=-686(B) 14=-250 37) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-14=-32, 14-16=-437 Concentrated Loads (lb) Vert: 15=-936(B=-686) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG14A Truss Type FLOOR Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489147 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-dCJh9RoCszkeJ_AoWCRGPHOGLz4x1G2wO6S6G3yQtEJ Scale = 1:37.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 29 28 27 26 25 24 23 22 21 20 19 18 17 30 31 32 33 34 35 36 37 38 39 40 41 42 6x8 3x8 MT18HS FP 3x8 MT18HS FP 2x4 6x16 2x4 3x6 3x6 3x6 FP3x6 FP 6x6 6x6 6x10 6x6 6x6 6x6 6x6 3x6 6x8 3x6 3x6 4x6 3x6 4x6 3x6 4x6 3x6 4x6 3x6 3x6 5x6 19-1-0 19-1-0 20-4-0 1-3-0 21-10-0 1-6-0 1-3-0 0-10-0 0-10-8 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [9:0-3-0,0-0-0], [15:0-2-4,Edge], [24:0-3-0,Edge], [30:0-1-8,0-1-0], [31:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.37 0.50 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.59 0.07 (loc) 23 23 17 l/defl >957 >434 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 156 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)29=0-5-8, 17=0-5-8 Max Grav 29=1294(LC 1), 17=2419(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-29=-264/26, 16-17=-337/0, 2-3=-2667/0, 3-4=-4708/0, 4-6=-4708/0, 6-7=-6031/0, 7-8=-6779/0, 8-9=-6779/0, 9-10=-6779/0, 10-11=-6555/0, 11-13=-5643/0, 13-14=-5639/0, 14-15=-4069/0 BOT CHORD 28-29=0/1580, 27-28=0/3796, 25-27=0/5517, 24-25=0/6510, 23-24=0/6779, 22-23=0/6806, 20-22=0/6245, 19-20=0/4964, 18-19=0/3202, 17-18=0/3202 WEBS 15-17=-3906/0, 2-29=-1953/0, 15-19=0/1213, 2-28=0/1442, 14-19=-1194/0, 3-28=-1493/0, 14-20=0/891, 13-20=-254/41, 3-27=0/1183, 11-20=-768/0, 6-27=-1048/0, 11-22=0/412, 6-25=0/680, 10-22=-336/11, 7-25=-642/0, 10-23=-355/252, 7-24=-79/640 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) 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. 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) 1228 lb down at 20-0-4 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: 17-29=-16, 1-15=-96, 15-16=-186 Concentrated Loads (lb) Vert: 15=-1176(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-15=-96, 15-16=-186 Continued on page 2 October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG14A Truss Type FLOOR Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489147 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:02 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-dCJh9RoCszkeJ_AoWCRGPHOGLz4x1G2wO6S6G3yQtEJ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 15=-1176(F) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-96, 9-15=-32, 15-16=-122 Concentrated Loads (lb) Vert: 15=-1228(F) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-8=-32, 8-15=-96, 15-16=-186 Concentrated Loads (lb) Vert: 15=-1176(F) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-96, 9-15=-32, 15-16=-122 Concentrated Loads (lb) Vert: 15=-1228(F) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-8=-32, 8-15=-96, 15-16=-186 Concentrated Loads (lb) Vert: 15=-1176(F) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-15=-32, 15-16=-122 Concentrated Loads (lb) Vert: 1=-250 15=-602(F) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-15=-32, 15-16=-122 Concentrated Loads (lb) Vert: 15=-602(F) 32=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-15=-32, 15-16=-122 Concentrated Loads (lb) Vert: 15=-602(F) 33=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-15=-32, 15-16=-122 Concentrated Loads (lb) Vert: 15=-602(F) 34=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-15=-32, 15-16=-122 Concentrated Loads (lb) Vert: 5=-250 15=-602(F) 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-15=-32, 15-16=-122 Concentrated Loads (lb) Vert: 15=-602(F) 35=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-15=-32, 15-16=-122 Concentrated Loads (lb) Vert: 15=-602(F) 36=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-15=-32, 15-16=-122 Concentrated Loads (lb) Vert: 15=-602(F) 37=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-15=-32, 15-16=-122 Concentrated Loads (lb) Vert: 15=-602(F) 38=-250 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-15=-32, 15-16=-122 Concentrated Loads (lb) Vert: 15=-602(F) 39=-250 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-15=-32, 15-16=-122 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG14A Truss Type FLOOR Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489147 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:02 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-dCJh9RoCszkeJ_AoWCRGPHOGLz4x1G2wO6S6G3yQtEJ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 12=-250 15=-602(F) 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-15=-32, 15-16=-122 Concentrated Loads (lb) Vert: 15=-602(F) 40=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-15=-32, 15-16=-122 Concentrated Loads (lb) Vert: 15=-602(F) 41=-250 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-15=-32, 15-16=-122 Concentrated Loads (lb) Vert: 15=-602(F) 42=-250 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-15=-32, 15-16=-122 Concentrated Loads (lb) Vert: 16=-250 15=-602(F) 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-15=-32, 15-16=-122 Concentrated Loads (lb) Vert: 2=-250 15=-602(F) 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-15=-32, 15-16=-122 Concentrated Loads (lb) Vert: 15=-602(F) 3=-250 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-15=-32, 15-16=-122 Concentrated Loads (lb) Vert: 15=-602(F) 4=-250 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-15=-32, 15-16=-122 Concentrated Loads (lb) Vert: 15=-602(F) 6=-250 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-15=-32, 15-16=-122 Concentrated Loads (lb) Vert: 15=-602(F) 7=-250 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-15=-32, 15-16=-122 Concentrated Loads (lb) Vert: 15=-602(F) 8=-250 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-15=-32, 15-16=-122 Concentrated Loads (lb) Vert: 15=-602(F) 9=-250 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-15=-32, 15-16=-122 Concentrated Loads (lb) Vert: 15=-602(F) 10=-250 30) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-15=-32, 15-16=-122 Concentrated Loads (lb) Vert: 15=-602(F) 11=-250 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-15=-32, 15-16=-122 Concentrated Loads (lb) Vert: 15=-602(F) 13=-250 32) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-15=-32, 15-16=-122 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG14A Truss Type FLOOR Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489147 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:02 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-dCJh9RoCszkeJ_AoWCRGPHOGLz4x1G2wO6S6G3yQtEJ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 15=-602(F) 14=-250 33) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-15=-32, 15-16=-122 Concentrated Loads (lb) Vert: 15=-852(F=-602) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG15 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489148 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-5Pt3MnpqdGsVx8l?3wyVxUxRQNTemqA3dmCfoVyQtEI Scale = 1:9.41234 8 7 6 5 9 10 11 3x6 3x6 3x6 3x6 3x6 3x6 2x4 2x4 3-4-0 3-4-0 1-3-0 0-1-0 1-4-01-4-0Plate Offsets (X,Y)-- [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 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.35 0.28 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) 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 3-4-0 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=968(LC 1), 5=1172(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-462/0, 4-5=-552/0, 2-3=-816/0 BOT CHORD 7-8=0/816, 6-7=0/816, 5-6=0/816 WEBS 3-5=-1044/0, 2-8=-1044/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) 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. 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) 542 lb down at 1-1-15, and 561 lb down at 2-9-2 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: 5-8=-16, 1-4=-346 Concentrated Loads (lb) Vert: 10=-504(B) 11=-521(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-346 Concentrated Loads (lb) Vert: 10=-504(B) 11=-521(B) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-3=-346, 3-4=-282 Continued on page 2 October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG15 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489148 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:03 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-5Pt3MnpqdGsVx8l?3wyVxUxRQNTemqA3dmCfoVyQtEI LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-510(B) 11=-561(B) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-2=-282, 2-4=-346 Concentrated Loads (lb) Vert: 10=-542(B) 11=-521(B) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-3=-346, 3-4=-282 Concentrated Loads (lb) Vert: 10=-510(B) 11=-561(B) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-2=-282, 2-4=-346 Concentrated Loads (lb) Vert: 10=-542(B) 11=-521(B) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-282 Concentrated Loads (lb) Vert: 1=-250 10=-223(B) 11=-229(B) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-282 Concentrated Loads (lb) Vert: 9=-250 10=-223(B) 11=-229(B) 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-282 Concentrated Loads (lb) Vert: 2=-250 10=-223(B) 11=-229(B) 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-282 Concentrated Loads (lb) Vert: 10=-223(B) 11=-479(B=-229) 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-282 Concentrated Loads (lb) Vert: 4=-250 10=-223(B) 11=-229(B) 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-282 Concentrated Loads (lb) Vert: 2=-250 10=-223(B) 11=-229(B) 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-282 Concentrated Loads (lb) Vert: 2=-250 10=-223(B) 11=-229(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG15A Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489149 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-ZbRSZ7qSOa_MZIKBddTkUiTednqgVHADrQxDKyyQtEH Scale = 1:9.41234 8 7 6 5 9 10 3x6 3x6 3x6 3x6 3x6 3x6 2x4 2x4 3-4-0 3-4-0 1-3-0 0-1-0 1-4-01-4-0Plate Offsets (X,Y)-- [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 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.20 0.23 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 6 6 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 3-4-0 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=791(LC 7), 5=803(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-419/0, 4-5=-429/0, 2-3=-656/0 BOT CHORD 7-8=0/656, 6-7=0/656, 5-6=0/656 WEBS 3-5=-839/0, 2-8=-839/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) 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. 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) 423 lb down at 1-11-2 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: 5-8=-16, 1-4=-346 Concentrated Loads (lb) Vert: 3=-392(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-346 Concentrated Loads (lb) Vert: 3=-392(B) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-3=-346, 3-4=-282 Continued on page 2 October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG15A Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489149 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:04 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-ZbRSZ7qSOa_MZIKBddTkUiTednqgVHADrQxDKyyQtEH LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-423(B) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-2=-282, 2-4=-346 Concentrated Loads (lb) Vert: 3=-406(B) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-3=-346, 3-4=-282 Concentrated Loads (lb) Vert: 3=-423(B) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-2=-282, 2-4=-346 Concentrated Loads (lb) Vert: 3=-406(B) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-282 Concentrated Loads (lb) Vert: 1=-250 3=-175(B) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-282 Concentrated Loads (lb) Vert: 3=-175(B) 9=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-282 Concentrated Loads (lb) Vert: 3=-175(B) 2=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-282 Concentrated Loads (lb) Vert: 3=-175(B) 10=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-282 Concentrated Loads (lb) Vert: 4=-250 3=-175(B) 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-282 Concentrated Loads (lb) Vert: 3=-175(B) 2=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-282 Concentrated Loads (lb) Vert: 3=-175(B) 2=-250 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG16 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489150 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-ZbRSZ7qSOa_MZIKBddTkUiTddnmHVEfDrQxDKyyQtEH Scale = 1:9.4 1 2 3 4 8 7 6 5 9 10 11 4x8 3x6 4x8 3x6 4x6 4x6 2x4 2x4 3-6-0 3-6-0 1-3-0 0-3-0 1-4-01-4-0Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-3-0,Edge], [5:Edge,0-1-8], [6:0-1-8,0-0-0], [7:0-1-8,Edge], [8:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.26 0.51 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.01 (loc) 6 6 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 2100F 1.8E(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 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=1253(LC 1), 5=1446(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-330/0, 4-5=-408/0, 2-3=-1404/0 BOT CHORD 7-8=0/1404, 6-7=0/1404, 5-6=0/1404 WEBS 3-5=-1795/0, 2-8=-1795/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) 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. 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) 1051 lb down at 1-5-5, and 1057 lb down at 2-2-15 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: 5-8=-16, 1-4=-186 Concentrated Loads (lb) Vert: 2=-1022(F) 10=-1022(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-186 Concentrated Loads (lb) Vert: 2=-1022(F) 10=-1022(F) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-3=-186, 3-4=-122 Continued on page 2 October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG16 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489150 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:04 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-ZbRSZ7qSOa_MZIKBddTkUiTddnmHVEfDrQxDKyyQtEH LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 2=-1031(F) 10=-1057(F) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-2=-122, 2-4=-186 Concentrated Loads (lb) Vert: 2=-1051(F) 10=-1025(F) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-3=-186, 3-4=-122 Concentrated Loads (lb) Vert: 2=-1031(F) 10=-1057(F) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-2=-122, 2-4=-186 Concentrated Loads (lb) Vert: 2=-1051(F) 10=-1025(F) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-122 Concentrated Loads (lb) Vert: 1=-250 2=-445(F) 10=-445(F) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-122 Concentrated Loads (lb) Vert: 2=-445(F) 9=-250 10=-445(F) 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-122 Concentrated Loads (lb) Vert: 2=-695(F=-445) 10=-445(F) 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-122 Concentrated Loads (lb) Vert: 2=-445(F) 10=-445(F) 11=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-122 Concentrated Loads (lb) Vert: 4=-250 2=-445(F) 10=-445(F) 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-122 Concentrated Loads (lb) Vert: 2=-695(F=-445) 10=-445(F) 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-122 Concentrated Loads (lb) Vert: 3=-250 2=-445(F) 10=-445(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG18 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489151 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-W_YC_orjwBE4obUal2VCZ7ZvvaOdz13WJkQKPqyQtEF Scale = 1:33.9 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 6x8 3x8 MT18HS FP 3x16 MT18HS FP 2x4 SP 2x4 6x18 MT18HS 2x4 3x6 3x6 3x6 FP3x6 FP 7x16 MT18HS6x8 8x10 6x8 6x6 6x8 6x8 3x6 6x8 3x6 4x6 6x8 3x6 6x8 5x6 6x10 5x6 3x6 7-10-8 7-10-8 19-10-0 11-11-8 1-3-0 1-0-0 1-4-0 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [7:0-4-8,Edge], [21:0-1-8,Edge], [27:0-1-8,0-1-0], [28:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.53 0.71 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.76 0.13 (loc) 21 20-21 15 l/defl >999 >308 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 180 lb FT = 20%F, 11%E GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)26=0-5-8, 15=0-5-8 Max Grav 26=1998(LC 1), 15=3791(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-269/21, 14-15=-436/0, 2-3=-4421/0, 3-4=-8077/0, 4-6=-8080/0, 6-7=-11014/0, 7-8=-12089/0, 8-9=-11864/0, 9-11=-10553/0, 11-12=-10554/0, 12-13=-7086/0 BOT CHORD 25-26=0/2444, 23-25=0/6358, 22-23=0/9801, 21-22=0/12082, 20-21=0/12200, 19-20=0/12200, 18-19=0/11509, 16-18=0/9640, 15-16=0/4504 WEBS 13-15=-5719/0, 2-26=-3108/0, 13-16=0/3416, 2-25=0/2617, 12-16=-3379/0, 3-25=-2563/0, 12-18=0/1207, 3-23=0/2270, 9-18=-1219/0, 6-23=-2195/0, 9-19=0/469, 6-22=0/1604, 8-19=-436/0, 7-22=-1475/0, 7-21=0/297, 8-21=-489/0 NOTES- 1) All plates are MT20 plates unless otherwise indicated. 2) The Fabrication Tolerance at joint 17 = 11% 3) 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 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) 690 lb down at 8-9-4 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) 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-26=-16, 1-33=-96, 12-33=-186, 12-14=-581 Concentrated Loads (lb) Vert: 12=-420 33=-690(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-26=-16, 1-33=-96, 12-33=-186, 12-14=-581 Continued on page 2 October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG18 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489151 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:07 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-_A6aC8sLhVMxQl3mIl0R6K54f_ksiUIfXOAtxHyQtEE LOAD CASE(S) Concentrated Loads (lb) Vert: 12=-420 33=-690(B) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-33=-32, 12-33=-122, 12-14=-517 Concentrated Loads (lb) Vert: 1=-250 12=-420 33=-527(B) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-33=-32, 12-33=-122, 12-14=-517 Concentrated Loads (lb) Vert: 12=-420 29=-250 33=-527(B) 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-33=-32, 12-33=-122, 12-14=-517 Concentrated Loads (lb) Vert: 12=-420 30=-250 33=-527(B) 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-33=-32, 12-33=-122, 12-14=-517 Concentrated Loads (lb) Vert: 12=-420 31=-250 33=-527(B) 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-33=-32, 12-33=-122, 12-14=-517 Concentrated Loads (lb) Vert: 5=-250 12=-420 33=-527(B) 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-33=-32, 12-33=-122, 12-14=-517 Concentrated Loads (lb) Vert: 12=-420 32=-250 33=-527(B) 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-33=-32, 12-33=-122, 12-14=-517 Concentrated Loads (lb) Vert: 12=-420 33=-527(B) 34=-250 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-33=-32, 12-33=-122, 12-14=-517 Concentrated Loads (lb) Vert: 12=-420 33=-527(B) 35=-250 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-33=-32, 12-33=-122, 12-14=-517 Concentrated Loads (lb) Vert: 10=-250 12=-420 33=-527(B) 12) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-33=-32, 12-33=-122, 12-14=-517 Concentrated Loads (lb) Vert: 12=-420 33=-527(B) 36=-250 13) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-33=-32, 12-33=-122, 12-14=-517 Concentrated Loads (lb) Vert: 12=-420 33=-527(B) 37=-250 14) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-33=-32, 12-33=-122, 12-14=-517 Concentrated Loads (lb) Vert: 12=-420 33=-527(B) 38=-250 15) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-33=-32, 12-33=-122, 12-14=-517 Concentrated Loads (lb) Vert: 14=-250 12=-420 33=-527(B) 16) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-33=-32, 12-33=-122, 12-14=-517 Concentrated Loads (lb) Vert: 1=-250 12=-420 33=-527(B) 17) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-33=-32, 12-33=-122, 12-14=-517 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG18 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489151 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:07 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-_A6aC8sLhVMxQl3mIl0R6K54f_ksiUIfXOAtxHyQtEE LOAD CASE(S) Concentrated Loads (lb) Vert: 1=-250 12=-420 33=-527(B) 18) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-33=-32, 12-33=-122, 12-14=-517 Concentrated Loads (lb) Vert: 2=-250 12=-420 33=-527(B) 19) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-33=-32, 12-33=-122, 12-14=-517 Concentrated Loads (lb) Vert: 12=-420 3=-250 33=-527(B) 20) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-33=-32, 12-33=-122, 12-14=-517 Concentrated Loads (lb) Vert: 12=-420 4=-250 33=-527(B) 21) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-33=-32, 12-33=-122, 12-14=-517 Concentrated Loads (lb) Vert: 12=-420 6=-250 33=-527(B) 22) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-33=-32, 12-33=-122, 12-14=-517 Concentrated Loads (lb) Vert: 12=-420 7=-250 33=-527(B) 23) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-33=-32, 12-33=-122, 12-14=-517 Concentrated Loads (lb) Vert: 12=-420 8=-250 33=-527(B) 24) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-33=-32, 12-33=-122, 12-14=-517 Concentrated Loads (lb) Vert: 12=-420 9=-250 33=-527(B) 25) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-33=-32, 12-33=-122, 12-14=-517 Concentrated Loads (lb) Vert: 12=-420 11=-250 33=-527(B) 26) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-33=-32, 12-33=-122, 12-14=-517 Concentrated Loads (lb) Vert: 12=-670 33=-527(B) 27) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-33=-32, 12-33=-122, 12-14=-517 Concentrated Loads (lb) Vert: 13=-250 12=-420 33=-527(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG19 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489152 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-SMgyPUtzRpUo2veysTYgeYeB6O2tRy?pm2vQTjyQtED Scale = 1:27.0 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 22 23 24 25 26 27 28 29 30 31 32 33 6x8 3x6 FP 3x6 FP 2x4 2x4 6x6 3x6 6x8 6x8 6x6 6x8 3x6 4x6 4x6 5x6 5x6 3x6 6x6 6x10 3x6 6x6 6x6 6x6 7-10-8 7-10-8 9-1-8 1-3-0 11-11-8 2-10-0 14-5-8 2-6-0 16-0-8 1-7-0 1-3-0 1-0-0 1-4-0 1-2-8 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [7:0-1-8,Edge], [10:0-1-8,Edge], [15:0-3-0,0-0-0], [16:0-3-0,Edge], [22:0-1-8,0-1-0], [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 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.80 0.79 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.37 0.05 (loc) 16-17 16-17 11 l/defl >999 >506 n/a L/d 480 360 n/a PLATES MT20 Weight: 117 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)21=0-3-8, 11=0-3-8 Max Grav 21=1340(LC 1), 11=1729(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-266/24, 10-11=-1718/0, 2-3=-2780/0, 3-4=-4899/0, 4-5=-4899/0, 5-6=-6289/0, 6-7=-6271/0, 7-8=-4784/0, 8-9=-2071/0, 9-10=-2071/0 BOT CHORD 20-21=0/1640, 18-20=0/3957, 17-18=0/5890, 16-17=0/6300, 15-16=0/6271, 14-15=0/6271, 12-14=0/3641 WEBS 2-21=-2027/0, 2-20=0/1512, 3-20=-1558/0, 3-18=0/1221, 5-18=-1285/0, 5-17=0/699, 6-17=-319/131, 6-16=-726/0, 7-15=0/719, 9-12=-392/0, 7-14=-1962/0, 8-14=0/1512, 8-12=-2038/0, 10-12=0/2539 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) 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 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 697 lb down at 8-9-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-21=-16, 1-29=-96, 10-29=-186 Concentrated Loads (lb) Vert: 29=-664(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-21=-16, 1-29=-96, 10-29=-186 Concentrated Loads (lb) Vert: 29=-664(F) Continued on page 2 October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG19 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489152 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:08 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-SMgyPUtzRpUo2veysTYgeYeB6O2tRy?pm2vQTjyQtED LOAD CASE(S) Standard 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-21=-16, 1-29=-96, 7-29=-186, 7-10=-122 Concentrated Loads (lb) Vert: 29=-664(F) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-21=-16, 1-29=-32, 6-29=-122, 6-10=-186 Concentrated Loads (lb) Vert: 29=-697(F) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-21=-16, 1-29=-96, 7-29=-186, 7-10=-122 Concentrated Loads (lb) Vert: 29=-664(F) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-21=-16, 1-29=-32, 6-29=-122, 6-10=-186 Concentrated Loads (lb) Vert: 29=-697(F) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-21=-16, 1-29=-32, 10-29=-122 Concentrated Loads (lb) Vert: 1=-250 29=-516(F) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-21=-16, 1-29=-32, 10-29=-122 Concentrated Loads (lb) Vert: 24=-250 29=-516(F) 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-21=-16, 1-29=-32, 10-29=-122 Concentrated Loads (lb) Vert: 25=-250 29=-516(F) 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-21=-16, 1-29=-32, 10-29=-122 Concentrated Loads (lb) Vert: 26=-250 29=-516(F) 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-21=-16, 1-29=-32, 10-29=-122 Concentrated Loads (lb) Vert: 27=-250 29=-516(F) 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-21=-16, 1-29=-32, 10-29=-122 Concentrated Loads (lb) Vert: 28=-250 29=-516(F) 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-21=-16, 1-29=-32, 10-29=-122 Concentrated Loads (lb) Vert: 29=-516(F) 30=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-21=-16, 1-29=-32, 10-29=-122 Concentrated Loads (lb) Vert: 29=-516(F) 31=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-21=-16, 1-29=-32, 10-29=-122 Concentrated Loads (lb) Vert: 29=-516(F) 32=-250 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-21=-16, 1-29=-32, 10-29=-122 Concentrated Loads (lb) Vert: 29=-516(F) 33=-250 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-21=-16, 1-29=-32, 10-29=-122 Concentrated Loads (lb) Vert: 10=-250 29=-516(F) Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG19 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489152 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:08 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-SMgyPUtzRpUo2veysTYgeYeB6O2tRy?pm2vQTjyQtED LOAD CASE(S) Standard 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-21=-16, 1-29=-32, 10-29=-122 Concentrated Loads (lb) Vert: 2=-250 29=-516(F) 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-21=-16, 1-29=-32, 10-29=-122 Concentrated Loads (lb) Vert: 3=-250 29=-516(F) 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-21=-16, 1-29=-32, 10-29=-122 Concentrated Loads (lb) Vert: 4=-250 29=-516(F) 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-21=-16, 1-29=-32, 10-29=-122 Concentrated Loads (lb) Vert: 5=-250 29=-516(F) 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-21=-16, 1-29=-32, 10-29=-122 Concentrated Loads (lb) Vert: 6=-250 29=-516(F) 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-21=-16, 1-29=-32, 10-29=-122 Concentrated Loads (lb) Vert: 7=-250 29=-516(F) 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-21=-16, 1-29=-32, 10-29=-122 Concentrated Loads (lb) Vert: 8=-250 29=-516(F) 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-21=-16, 1-29=-32, 10-29=-122 Concentrated Loads (lb) Vert: 9=-250 29=-516(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG20 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489153 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-OlojqAuDzQkWHDoL_ua8jzjaRBoDuvO5EMOXYbyQtEB Scale = 1:33.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 28 29 30 31 32 33 34 35 36 37 6x6 3x6 FP 2x4 6x8 3x6 3x6 3x6 FP3x6 FP 6x10 4x6 6x8 4x6 3x6 6x8 3x6 5x6 3x6 5x6 3x6 5x6 4x6 4x6 4x6 3x6 3x6 5x6 6x18 MT18HS 3x6 FP 6x10 15-10-12 15-10-12 17-1-0 1-2-4 18-5-4 1-4-4 19-10-0 1-4-12 1-3-0 1-4-0 1-2-4 1-0-12 1-2-0 0-11-8 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [7:0-3-0,Edge], [8:0-3-0,Edge], [21:0-3-0,0-0-0], [28:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.62 0.54 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.15 0.01 (loc) 22-23 22-23 15 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 145 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) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20,18-19,17-18. REACTIONS. (size)27=0-5-8, 15=0-5-8, 18=0-3-8 Max Grav 27=739(LC 3), 15=1602(LC 4), 18=3616(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-263/27, 14-15=-414/0, 2-3=-1371/0, 3-4=-2107/0, 4-6=-2107/0, 6-7=-2127/0, 7-8=-1732/0, 8-9=-850/0, 9-11=0/963, 11-12=0/964, 12-13=-124/731 BOT CHORD 26-27=0/877, 24-26=0/1862, 23-24=0/2300, 22-23=0/1732, 21-22=0/1732, 20-21=0/1732, 19-20=-52/282, 18-19=-2021/0, 17-18=-2367/0, 16-17=0/1622, 15-16=0/1622 WEBS 13-15=-2123/0, 2-27=-1083/0, 13-17=-2467/0, 2-26=0/657, 3-26=-650/0, 3-24=-16/386, 9-19=-1376/0, 6-24=-375/56, 9-20=0/964, 6-23=-292/24, 8-20=-1145/0, 7-23=0/592, 7-22=-363/0, 8-21=0/392, 12-18=-3481/0, 12-19=0/1387, 12-17=0/2248 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) 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. 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) 1388 lb down at 18-5-4 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: 15-27=-16, 1-9=-96, 9-12=-186, 12-14=-581 Concentrated Loads (lb) Vert: 13=-1337(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-27=-16, 1-9=-96, 9-12=-186, 12-14=-581 Continued on page 2 October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG20 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489153 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:10 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-OlojqAuDzQkWHDoL_ua8jzjaRBoDuvO5EMOXYbyQtEB LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 13=-1337(B) 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-27=-16, 1-9=-96, 9-12=-186, 12-14=-517 Concentrated Loads (lb) Vert: 13=-1388(B) 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-27=-16, 1-9=-32, 9-12=-122, 12-14=-581 Concentrated Loads (lb) Vert: 13=-1337(B) 5) 3rd unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-27=-16, 1-9=-96, 9-12=-186, 12-14=-517 Concentrated Loads (lb) Vert: 13=-1388(B) 6) 4th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-27=-16, 1-9=-32, 9-12=-122, 12-14=-581 Concentrated Loads (lb) Vert: 13=-1337(B) 7) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-27=-16, 1-8=-96, 8-9=-32, 9-12=-122, 12-14=-581 Concentrated Loads (lb) Vert: 13=-1337(B) 8) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-27=-16, 1-7=-32, 7-9=-96, 9-12=-186, 12-14=-581 Concentrated Loads (lb) Vert: 13=-1337(B) 9) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-27=-16, 1-8=-96, 8-9=-32, 9-12=-122, 12-14=-581 Concentrated Loads (lb) Vert: 13=-1337(B) 10) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-27=-16, 1-7=-32, 7-9=-96, 9-12=-186, 12-14=-581 Concentrated Loads (lb) Vert: 13=-1337(B) 11) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-9=-32, 9-12=-122, 12-14=-517 Concentrated Loads (lb) Vert: 1=-250 13=-671(B) 12) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-9=-32, 9-12=-122, 12-14=-517 Concentrated Loads (lb) Vert: 13=-671(B) 29=-250 13) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-9=-32, 9-12=-122, 12-14=-517 Concentrated Loads (lb) Vert: 13=-671(B) 30=-250 14) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-9=-32, 9-12=-122, 12-14=-517 Concentrated Loads (lb) Vert: 13=-671(B) 31=-250 15) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-9=-32, 9-12=-122, 12-14=-517 Concentrated Loads (lb) Vert: 5=-250 13=-671(B) 16) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-9=-32, 9-12=-122, 12-14=-517 Concentrated Loads (lb) Vert: 13=-671(B) 32=-250 17) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-9=-32, 9-12=-122, 12-14=-517 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG20 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489153 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:10 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-OlojqAuDzQkWHDoL_ua8jzjaRBoDuvO5EMOXYbyQtEB LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 13=-671(B) 33=-250 18) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-9=-32, 9-12=-122, 12-14=-517 Concentrated Loads (lb) Vert: 13=-671(B) 34=-250 19) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-9=-32, 9-12=-122, 12-14=-517 Concentrated Loads (lb) Vert: 10=-250 13=-671(B) 20) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-9=-32, 9-12=-122, 12-14=-517 Concentrated Loads (lb) Vert: 13=-671(B) 35=-250 21) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-9=-32, 9-12=-122, 12-14=-517 Concentrated Loads (lb) Vert: 13=-671(B) 36=-250 22) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-9=-32, 9-12=-122, 12-14=-517 Concentrated Loads (lb) Vert: 13=-671(B) 37=-250 23) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-9=-32, 9-12=-122, 12-14=-517 Concentrated Loads (lb) Vert: 14=-250 13=-671(B) 24) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-9=-32, 9-12=-122, 12-14=-517 Concentrated Loads (lb) Vert: 13=-671(B) 2=-250 25) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-9=-32, 9-12=-122, 12-14=-517 Concentrated Loads (lb) Vert: 13=-671(B) 3=-250 26) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-9=-32, 9-12=-122, 12-14=-517 Concentrated Loads (lb) Vert: 13=-671(B) 4=-250 27) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-9=-32, 9-12=-122, 12-14=-517 Concentrated Loads (lb) Vert: 13=-671(B) 6=-250 28) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-9=-32, 9-12=-122, 12-14=-517 Concentrated Loads (lb) Vert: 13=-671(B) 7=-250 29) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-9=-32, 9-12=-122, 12-14=-517 Concentrated Loads (lb) Vert: 13=-671(B) 8=-250 30) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-9=-32, 9-12=-122, 12-14=-517 Concentrated Loads (lb) Vert: 13=-671(B) 9=-250 31) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-9=-32, 9-12=-122, 12-14=-517 Concentrated Loads (lb) Vert: 13=-671(B) 11=-250 32) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-9=-32, 9-12=-122, 12-14=-517 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG20 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489153 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:10 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-OlojqAuDzQkWHDoL_ua8jzjaRBoDuvO5EMOXYbyQtEB LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 13=-671(B) 12=-250 33) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-9=-32, 9-12=-122, 12-14=-517 Concentrated Loads (lb) Vert: 13=-921(B=-671) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG21 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489154 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-K8vTFswTV1_EWWxj5JccpOp_X?O3MouOhgtecUyQtE9 Scale = 1:33.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 28 29 30 31 32 33 34 35 36 37 38 6x6 3x6 FP 3x6 FP 2x4 9x22 MT18HS 3x6 3x6 3x6 FP3x6 FP 6x10 6x6 6x6 6x6 6x6 5x6 6x6 3x6 6x6 3x6 3x6 4x6 3x6 4x6 3x6 3x6 3x6 3x6 17-1-0 17-1-0 18-5-4 1-4-4 19-10-0 1-4-12 1-3-0 1-4-0 1-2-0 0-11-8 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [15:Edge,0-3-0], [21:0-3-0,0-0-0], [28:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.33 0.90 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.45 0.07 (loc) 21 21 15 l/defl >999 >521 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 142 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) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)27=0-5-8, 15=0-5-8 Max Grav 27=1165(LC 1), 15=2165(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-264/26, 14-15=-318/0, 2-3=-2365/0, 3-4=-4113/0, 4-6=-4113/0, 6-7=-5129/0, 7-8=-5514/0, 8-9=-5405/0, 9-11=-4733/0, 11-12=-4730/0, 12-13=-3356/0 BOT CHORD 26-27=0/1417, 24-26=0/3346, 23-24=0/4755, 22-23=0/5514, 21-22=0/5514, 20-21=0/5514, 19-20=0/5226, 17-19=0/4168, 16-17=0/2419, 15-16=0/2418 WEBS 13-15=-3158/0, 2-27=-1751/0, 13-17=0/1203, 2-26=0/1258, 12-17=-1077/0, 3-26=-1297/0, 12-19=0/742, 3-24=0/995, 9-19=-629/0, 6-24=-832/0, 9-20=-35/342, 6-23=0/603, 8-20=-345/185, 7-23=-707/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) 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 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) 1092 lb down at 18-5-4 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: 15-27=-16, 1-13=-96, 13-14=-186 Concentrated Loads (lb) Vert: 13=-1041(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-27=-16, 1-13=-96, 13-14=-186 Continued on page 2 October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG21 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489154 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:12 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-K8vTFswTV1_EWWxj5JccpOp_X?O3MouOhgtecUyQtE9 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 13=-1041(B) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-27=-16, 1-8=-96, 8-13=-32, 13-14=-122 Concentrated Loads (lb) Vert: 13=-1092(B) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-27=-16, 1-7=-32, 7-13=-96, 13-14=-186 Concentrated Loads (lb) Vert: 13=-1041(B) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-27=-16, 1-8=-96, 8-13=-32, 13-14=-122 Concentrated Loads (lb) Vert: 13=-1092(B) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-27=-16, 1-7=-32, 7-13=-96, 13-14=-186 Concentrated Loads (lb) Vert: 13=-1041(B) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-13=-32, 13-14=-122 Concentrated Loads (lb) Vert: 1=-250 13=-543(B) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-13=-32, 13-14=-122 Concentrated Loads (lb) Vert: 13=-543(B) 30=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-13=-32, 13-14=-122 Concentrated Loads (lb) Vert: 13=-543(B) 31=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-13=-32, 13-14=-122 Concentrated Loads (lb) Vert: 13=-543(B) 32=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-13=-32, 13-14=-122 Concentrated Loads (lb) Vert: 5=-250 13=-543(B) 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-13=-32, 13-14=-122 Concentrated Loads (lb) Vert: 13=-543(B) 33=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-13=-32, 13-14=-122 Concentrated Loads (lb) Vert: 13=-543(B) 34=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-13=-32, 13-14=-122 Concentrated Loads (lb) Vert: 13=-543(B) 35=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-13=-32, 13-14=-122 Concentrated Loads (lb) Vert: 10=-250 13=-543(B) 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-13=-32, 13-14=-122 Concentrated Loads (lb) Vert: 13=-543(B) 36=-250 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-13=-32, 13-14=-122 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG21 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489154 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:12 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-K8vTFswTV1_EWWxj5JccpOp_X?O3MouOhgtecUyQtE9 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 13=-543(B) 37=-250 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-13=-32, 13-14=-122 Concentrated Loads (lb) Vert: 13=-543(B) 38=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-13=-32, 13-14=-122 Concentrated Loads (lb) Vert: 14=-250 13=-543(B) 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-13=-32, 13-14=-122 Concentrated Loads (lb) Vert: 13=-543(B) 2=-250 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-13=-32, 13-14=-122 Concentrated Loads (lb) Vert: 13=-543(B) 3=-250 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-13=-32, 13-14=-122 Concentrated Loads (lb) Vert: 13=-543(B) 4=-250 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-13=-32, 13-14=-122 Concentrated Loads (lb) Vert: 13=-543(B) 6=-250 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-13=-32, 13-14=-122 Concentrated Loads (lb) Vert: 13=-543(B) 7=-250 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-13=-32, 13-14=-122 Concentrated Loads (lb) Vert: 13=-543(B) 8=-250 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-13=-32, 13-14=-122 Concentrated Loads (lb) Vert: 13=-543(B) 9=-250 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-13=-32, 13-14=-122 Concentrated Loads (lb) Vert: 13=-543(B) 11=-250 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-13=-32, 13-14=-122 Concentrated Loads (lb) Vert: 13=-543(B) 12=-250 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-16, 1-13=-32, 13-14=-122 Concentrated Loads (lb) Vert: 13=-793(B=-543) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG22 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489155 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-HW1EgXxk1fFxmq56Dke4upuJhpC7qnlh8_MlhNyQtE7 Scale = 1:9.4 1 2 3 4 8 7 6 5 9 10 11 3x8 3x6 3x8 3x6 4x6 4x6 2x4 2x4 3-6-0 3-6-0 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 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.35 0.35 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.01 (loc) 7 7 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 25 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 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=1118(LC 1), 5=1413(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-389/0, 4-5=-559/0, 2-3=-1056/0 BOT CHORD 7-8=0/1056, 6-7=0/1056, 5-6=0/1056 WEBS 3-5=-1351/0, 2-8=-1351/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) 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. 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) 969 lb down at 1-2-15, and 987 lb down at 2-9-2 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: 5-8=-16, 1-4=-186 Concentrated Loads (lb) Vert: 10=-933(B) 11=-942(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-186 Concentrated Loads (lb) Vert: 10=-933(B) 11=-942(B) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-3=-186, 3-4=-122 Continued on page 2 October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104958 Truss FG22 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE B6 - 3RD FLOOR Job Reference (optional) I48489155 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:14 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-HW1EgXxk1fFxmq56Dke4upuJhpC7qnlh8_MlhNyQtE7 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-936(B) 11=-987(B) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-2=-122, 2-4=-186 Concentrated Loads (lb) Vert: 10=-969(B) 11=-942(B) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-3=-186, 3-4=-122 Concentrated Loads (lb) Vert: 10=-936(B) 11=-987(B) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-2=-122, 2-4=-186 Concentrated Loads (lb) Vert: 10=-969(B) 11=-942(B) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-122 Concentrated Loads (lb) Vert: 1=-250 10=-407(B) 11=-410(B) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-122 Concentrated Loads (lb) Vert: 9=-250 10=-407(B) 11=-410(B) 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-122 Concentrated Loads (lb) Vert: 2=-250 10=-407(B) 11=-410(B) 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-122 Concentrated Loads (lb) Vert: 10=-407(B) 11=-660(B=-410) 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-122 Concentrated Loads (lb) Vert: 4=-250 10=-407(B) 11=-410(B) 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-122 Concentrated Loads (lb) Vert: 2=-250 10=-407(B) 11=-410(B) 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-122 Concentrated Loads (lb) Vert: 3=-250 10=-407(B) 11=-410(B) 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