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HomeMy WebLinkAboutI48650015.J2110652416023 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). November 3,2021 Liu, Xuegang Pages or sheets covered by this seal: I48650015 thru I48650036 My license renewal date for the state of Indiana is July 31, 2022. J21106524 ONYX+EAST - MELANGE - B10 - 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 J21106524 Truss F15 Truss Type Floor Qty 22 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650015 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-Lzj5YgICsofl0lm4Ch8XiFUUIOBftCUE7xQGsEyMy_s Scale = 1:36.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 27 28 29 30 31 32 33 34 35 36 37 38 3x16 MT18HS FP 3x6 3x4 2x4 2x4 3x6 FP 4x6 2x4 2x4 3x4 4x10 4x8 4x6 4x6 4x6 2x4 4x6 4x6 4x8 4x6 4x6 4x6 2x4 3x4 3x4 3x4 3x4 2-10-8 2-10-8 8-0-0 5-1-8 8-1-8 0-1-8 9-1-4 0-11-12 10-1-0 0-11-12 11-5-8 1-4-8 13-11-8 2-6-0 19-1-0 5-1-8 21-10-0 2-9-0 1-3-0 1-11-8 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [6:0-1-8,Edge], [7:0-1-8,Edge], [14:0-1-8,Edge], [15:Edge,0-1-8], [20:0-1-8,0-0-0], [21:0-1-8,Edge], [25:Edge,0-1-8], [26:0-1-8,0-1-8], [27:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.71 0.96 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.38 -0.80 0.11 (loc) 19-20 19-20 15 l/defl >680 >321 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 107 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 5-7-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 20-21,19-20. REACTIONS. (size)25=0-5-8, 15=0-5-8 Max Grav 25=1198(LC 1), 15=1198(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-263/27, 14-15=-262/31, 2-3=-2322/0, 3-4=-3936/0, 4-5=-3936/0, 5-6=-5167/0, 6-7=-5167/0, 7-8=-5304/0, 8-9=-4911/0, 9-11=-3918/0, 11-12=-3918/0, 12-13=-2270/0 BOT CHORD 24-25=0/1363, 23-24=0/3216, 21-23=0/4544, 20-21=0/5167, 19-20=0/5167, 18-19=0/5270, 17-18=0/4523, 16-17=0/3187, 15-16=0/1305 WEBS 6-21=-430/0, 7-20=-306/28, 2-25=-1777/0, 2-24=0/1334, 3-24=-1244/0, 3-23=0/978, 4-23=-277/33, 5-23=-826/0, 5-21=0/1037, 13-15=-1735/0, 13-16=0/1341, 12-16=-1276/0, 12-17=0/994, 11-17=-271/47, 9-17=-822/0, 9-18=0/539, 8-18=-499/0, 8-19=-144/277, 7-19=-234/426 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. November 3,2021 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 J21106524 Truss F15A Truss Type Floor Qty 14 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650016 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-p9HTl0Jqd6nceuLHmPfmFS0f0nXocefNLb9qOgyMy_r Scale = 1:35.9 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 2x4 3x4 3x6 FP 4x6 2x4 2x4 3x4 4x6 4x6 4x6 4x6 4x6 2x4 4x6 4x6 4x8 4x6 4x6 4x6 2x4 3x4 3x4 3x4 3x4 -0-3-8 0-3-8 2-7-0 2-7-0 7-8-8 5-1-8 7-10-0 0-1-8 8-9-12 0-11-12 9-9-8 0-11-12 11-2-0 1-4-8 13-8-0 2-6-0 18-9-8 5-1-8 21-6-8 2-9-0 1-1-0 1-3-0 1-11-8 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [6:0-1-8,Edge], [7:0-1-8,Edge], [14:0-1-8,Edge], [15:Edge,0-1-8], [20:0-1-8,0-0-0], [21:0-1-8,Edge], [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 0.71 0.97 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.78 0.10 (loc) 19-20 19-20 15 l/defl >689 >326 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 106 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 5-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 20-21,19-20. REACTIONS. (size)25=Mechanical, 15=0-5-8 Max Grav 25=1192(LC 1), 15=1186(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 14-15=-262/31, 2-3=-2122/0, 3-4=-3763/0, 4-5=-3763/0, 5-6=-5034/0, 6-7=-5034/0, 7-8=-5195/0, 8-9=-4829/0, 9-11=-3864/0, 11-12=-3864/0, 12-13=-2242/0, 1-25=-258/39 BOT CHORD 24-25=0/1152, 23-24=0/3030, 21-23=0/4386, 20-21=0/5034, 19-20=0/5034, 18-19=0/5176, 17-18=0/4454, 16-17=0/3146, 15-16=0/1291 WEBS 6-21=-438/0, 7-20=-315/20, 2-25=-1629/0, 2-24=0/1350, 3-24=-1262/0, 3-23=0/997, 4-23=-279/30, 5-23=-846/0, 5-21=0/1059, 13-15=-1716/0, 13-16=0/1323, 12-16=-1258/0, 12-17=0/975, 11-17=-271/46, 9-17=-803/0, 9-18=0/521, 8-18=-483/0, 8-19=-155/259, 7-19=-206/448 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. November 3,2021 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 J21106524 Truss F16 Truss Type Floor Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650017 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-HMqrzMJTOQvTG2wTJ6A?ngZoCBvuLAvXaFvNw7yMy_q Scale = 1:20.2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 3x4 2x4 3x6 2x4 3x4 2x4 2x4 3x4 3x4 3x4 3x4 3x6 2x4 3x4 4x6 4x6 2x4 8-1-88-1-8 9-1-40-11-12 10-1-00-11-12 11-5-81-4-8 12-3-00-9-8 1-3-0 1-4-8 1-11-8 0-5-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [7:0-1-8,Edge], [12:0-1-8,0-0-0], [13:0-1-8,Edge], [17:0-1-8,0-1-0] 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 0.88 0.85 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.40 0.02 (loc) 13-14 13-14 10 l/defl >755 >357 n/a L/d 480 240 n/a PLATES MT20 Weight: 59 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 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=Mechanical, 16=0-3-8 Max Grav 10=672(LC 1), 16=666(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-261/31, 9-10=-560/0, 2-3=-1108/0, 3-4=-1667/0, 4-5=-1667/0, 5-6=-1249/0, 6-7=-1249/0 BOT CHORD 15-16=0/697, 14-15=0/1498, 13-14=0/1650, 12-13=0/1249, 11-12=0/1249 WEBS 7-12=0/404, 2-16=-925/0, 2-15=0/573, 3-15=-543/0, 3-14=-53/335, 5-13=-565/0, 7-11=-1363/0, 9-11=0/552, 8-11=-171/256 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. November 3,2021 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 J21106524 Truss F17 Truss Type FLOOR Qty 6 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650018 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-lYODAiK59j1KtCUftqhEKt60YbEi4cvgpvexTZyMy_p Scale = 1:21.0 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 6x6 3x6 3x4 2x4 4x6 3x6 2x4 3x6 4x6 3x12 3x6 3x6 3x4 5x8 2x4 3x4 6x6 2x4 8-1-88-1-8 9-1-40-11-12 10-1-00-11-12 12-7-02-6-0 1-3-0 1-11-8 0-9-0 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [6:0-1-8,Edge], [7:0-1-8,Edge], [9:0-1-8,Edge], [12:0-3-0,0-0-0], [17:0-1-8,0-1-8], [18:0-1-8,0-1-0] 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 0.65 0.94 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.27 0.03 (loc) 13-14 13-14 10 l/defl >999 >550 n/a L/d 480 240 n/a PLATES MT20 Weight: 68 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=0-3-8, 16=0-5-8 Max Grav 10=851(LC 1), 16=851(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-265/24, 9-10=-743/0, 2-3=-1460/0, 3-4=-2279/0, 4-5=-2275/0, 5-6=-1811/0, 6-7=-1811/0, 7-8=-555/0, 8-9=-555/0 BOT CHORD 15-16=0/931, 14-15=0/1989, 13-14=0/2193, 12-13=0/1811, 11-12=0/1811 WEBS 7-12=0/691, 2-16=-1213/0, 2-15=0/735, 3-15=-735/0, 3-14=0/428, 4-14=-261/52, 5-14=-69/270, 5-13=-547/0, 7-11=-1634/0, 9-11=0/848 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. November 3,2021 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 J21106524 Truss F18 Truss Type Floor Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650019 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-DkycO2Ljw19BVM3sRXCTt5eAi?a6p6op2ZOU??yMy_o Scale = 1:17.3 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 3x4 2x4 4x6 2x4 3x6 2x4 3x4 2x4 2x4 3x4 3x4 3x6 3x4 4x6 2x4 0-9-00-9-0 3-4-82-7-8 6-0-02-7-8 6-11-120-11-12 7-11-80-11-12 9-5-01-5-8 0-6-0 1-3-0 1-11-8 1-1-0 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [5:0-1-8,Edge], [6:0-1-8,Edge], [7:0-1-8,Edge], [9:0-1-8,Edge], [10:0-1-8,Edge], [14:0-1-8,0-1-0], [15:0-1-8,0-1-0] 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 0.75 0.93 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.29 0.01 (loc) 10-11 10-11 8 l/defl >801 >379 n/a L/d 480 240 n/a PLATES MT20 Weight: 45 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, Except: 2-2-0 oc bracing: 9-10. REACTIONS. (size)13=0-4-15, 8=0-4-15 Max Grav 13=507(LC 1), 8=507(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-492/0, 2-3=-911/0, 3-4=-911/0, 4-5=-718/0, 5-6=-718/0 BOT CHORD 11-12=0/659, 10-11=0/974, 9-10=0/718, 8-9=0/718 WEBS 6-9=0/254, 4-10=-460/0, 2-11=0/408, 2-12=-608/0, 1-12=0/464, 6-8=-997/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. November 3,2021 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 J21106524 Truss F19 Truss Type Floor Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650020 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-iwW_bOMLhLI27We2?FjiPIBSVP5bYbpzGD71XSyMy_n Scale = 1:12.6 1 2 3 4 5 6 10 9 8 7 11 12 13 14 15 16 17 2x4 3x6 2x4 2x4 3x6 2x4 3x4 3x4 3x4 3x4 2x4 2x4 6-8-126-8-12 1-3-0 0-11-12 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [3:0-1-8,Edge], [4:0-1-8,0-0-0], [6:0-1-8,Edge], [8:0-1-8,Edge], [9:0-1-8,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-S 0.30 0.21 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.00 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 34 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 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=401(LC 7), 7=401(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-267/8, 6-7=-267/8, 2-3=-504/0, 3-4=-504/0, 4-5=-504/0 BOT CHORD 9-10=0/357, 8-9=0/504, 7-8=0/357 WEBS 5-7=-474/0, 2-10=-474/0, 5-8=-5/318, 2-9=-5/318 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. November 3,2021 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 J21106524 Truss F20 Truss Type Floor Qty 36 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650021 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-A74MpkMzSeQvkgDEYyExyWkWZoFXHwP6Vstb3uyMy_m Scale = 1:32.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 25 26 27 28 29 30 31 32 33 34 35 36 37 3x8 MT18HS FP 2x4 4x6 2x4 2x4 2x4 3x6 FP 4x6 2x4 3x4 2x4 4x6 4x6 4x6 3x4 3x4 3x4 2x4 3x6 3x4 3x6 3x6 4x8 4x6 4x6 2x4 5-4-85-4-8 6-0-80-8-0 6-8-80-8-0 16-11-810-3-0 17-1-00-1-8 19-10-02-9-0 1-3-0 1-4-0 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,Edge], [14:0-1-8,Edge], [15:Edge,0-1-8], [20:0-1-8,Edge], [21:0-1-8,Edge], [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 0.72 0.93 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.65 0.09 (loc) 19-20 19-20 15 l/defl >777 >363 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 91 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, Except: 2-2-0 oc bracing: 19-20. REACTIONS. (size)24=0-5-8, 15=0-5-8 Max Grav 24=1090(LC 1), 15=1090(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-258/34, 14-15=-267/0, 2-3=-2001/0, 3-4=-3719/0, 4-5=-3719/0, 5-6=-3719/0, 6-7=-4425/0, 7-8=-4244/0, 8-9=-4244/0, 9-10=-3453/0, 10-12=-2108/0, 12-13=-2108/0 BOT CHORD 23-24=0/1180, 21-23=0/2847, 20-21=0/3719, 19-20=0/4290, 18-19=0/4436, 17-18=0/3952, 16-17=0/2908, 15-16=0/1163 WEBS 4-21=-565/0, 5-20=0/366, 2-24=-1569/0, 2-23=0/1142, 3-23=-1177/0, 3-21=0/1254, 6-20=-875/0, 6-19=-25/283, 7-18=-356/68, 8-18=-273/41, 9-18=0/425, 9-17=-694/0, 10-17=0/758, 10-16=-1087/0, 13-16=0/1284, 13-15=-1544/0, 12-16=-272/41 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. November 3,2021 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 J21106524 Truss F21 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650022 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-eJek04NbDyYmMpoQ6fmAUjGkvCif0StGkWc8cKyMy_l Scale = 1:17.3 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 2x4 3x6 2x4 3x4 3x6 3x4 2x4 3x4 2x4 3x4 3x4 3x4 3x4 9-5-09-5-0 1-3-0 1-4-0 1-1-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,0-0-0], [9:0-1-8,Edge], [10:0-1-8,Edge], [13:0-1-8,0-1-0] 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 0.49 0.49 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.12 0.01 (loc) 10-11 10-11 8 l/defl >999 >907 n/a L/d 480 240 n/a PLATES MT20 Weight: 45 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)12=0-5-8, 8=Mechanical Max Grav 12=507(LC 1), 8=513(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-262/29, 7-8=-271/6, 2-3=-785/0, 3-4=-877/0, 4-5=-877/0, 5-6=-877/0 BOT CHORD 11-12=0/524, 10-11=0/973, 9-10=0/877, 8-9=0/451 WEBS 5-9=-298/0, 2-12=-695/0, 2-11=0/394, 3-11=-285/0, 3-10=-284/110, 6-9=0/580, 6-8=-637/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. November 3,2021 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 J21106524 Truss F22 Truss Type Floor Qty 3 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650023 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:35 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-6VC6DPOD_Ggd_zNdgNHP1xpvac28lvkPyAMh8myMy_k Scale = 1:22.2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 2x4 3x6 2x4 3x4 3x6 3x4 2x4 3x4 2x4 3x6 3x4 3x4 3x4 3x4 3x6 3x4 3x6 5-4-85-4-8 6-0-80-8-0 6-8-80-8-0 10-5-43-8-12 13-5-02-11-12 1-3-0 1-4-0 0-11-12 1-4-4 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,0-0-0], [13:0-1-8,Edge], [14:0-1-8,Edge], [17:0-1-8,0-1-0] 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 0.50 0.48 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.11 0.01 (loc) 14-15 14-15 11 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 65 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 6-0-0 oc bracing. REACTIONS. (size)16=0-5-8, 10=Mechanical, 11=0-3-8 Max Uplift 10=-163(LC 16) Max Grav 16=530(LC 3), 10=253(LC 20), 11=930(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-262/30, 9-10=-269/2, 2-3=-834/0, 3-4=-989/0, 4-5=-989/0, 5-6=-989/0, 6-7=-276/137, 7-8=-22/527 BOT CHORD 15-16=0/550, 14-15=0/1047, 13-14=0/989, 12-13=0/620, 11-12=-527/22 WEBS 5-13=-296/0, 7-11=-679/0, 2-16=-730/0, 2-15=0/441, 3-15=-331/0, 6-13=0/529, 6-12=-691/0, 7-12=0/633, 8-10=-134/300, 8-11=-389/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=163. 4) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. November 3,2021 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 J21106524 Truss F23 Truss Type Floor Qty 3 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650024 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-aimVRlPskZoUb7ypE4oea8M3Z0OVUM4ZBq5FgDyMy_j Scale = 1:17.3 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 3x4 2x4 3x6 2x4 2x4 3x4 3x4 2x4 3x4 2x4 3x4 3x4 3x4 3x4 3x6 5-4-85-4-8 6-0-80-8-0 6-8-80-8-0 10-7-03-10-8 1-3-0 1-4-0 1-0-0 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,0-0-0], [7:0-1-8,Edge], [10:0-1-8,Edge], [11:0-1-8,Edge], [14:0-1-8,0-1-0], [15:0-1-8,0-1-0] 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 0.55 0.47 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.11 0.02 (loc) 11-12 11-12 8 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 49 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)8=0-3-8, 13=0-5-8 Max Grav 8=572(LC 1), 13=572(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-262/30, 7-8=-562/0, 2-3=-922/0, 3-4=-1194/0, 4-5=-1194/0, 5-6=-1194/0, 6-7=-439/0 BOT CHORD 12-13=0/598, 11-12=0/1182, 10-11=0/1194, 9-10=0/906 WEBS 2-13=-793/0, 2-12=0/451, 3-12=-362/0, 6-10=0/463, 6-9=-649/0, 7-9=0/621 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. November 3,2021 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 J21106524 Truss F24 Truss Type Floor Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650025 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-2uJte5QUVtwLDHX?noJt6MuE9QmwDqciQUroCfyMy_i Scale = 1:14.2 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 18 3x4 2x4 3x6 2x4 2x4 3x4 3x4 2x4 3x4 2x4 3x4 3x4 3x4 2-4-102-4-10 3-0-100-8-0 3-8-100-8-0 7-8-43-11-10 0-9-2 1-3-0 1-4-0 1-1-2 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [3:0-1-8,Edge], [4:0-1-8,0-0-0], [6:0-1-8,Edge], [9:0-1-8,Edge], [10:0-1-8,Edge], [12:0-1-8,0-1-0], [13:0-1-8,0-1-0] 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 0.56 0.33 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.08 0.01 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 480 240 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)7=0-6-0, 11=0-6-0 Max Grav 7=424(LC 13), 11=424(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-264/32, 6-7=-424/0, 2-3=-599/0, 3-4=-599/0, 4-5=-599/0, 5-6=-327/0 BOT CHORD 10-11=0/282, 9-10=0/599, 8-9=0/601 WEBS 3-10=-266/0, 2-10=0/493, 2-11=-479/0, 5-8=-381/0, 6-8=0/442 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. November 3,2021 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 J21106524 Truss FG14 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650026 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-TT??H7SMooIv4kFaTwsak_WhEdfKQAk86S3Sp_yMy_f Scale = 1:37.6 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 3x8 MT18HS FP 3x16 MT18HS FP8x8 2x4 3x6 3x6 3x6 FP3x6 FP 8x8 3x6 8x16 10x10 6x8 3x6 8x8 3x6 8x14 MT18HS8x16 5x6 3x16 MT18HS FP 2x4 SP 6x10 6x8 8x8 6x8 6x8 6x10 8x8 8x14 MT18HS 7x16 MT18HS 2-10-82-10-8 8-1-85-3-0 9-1-40-11-12 10-1-00-11-12 11-8-121-7-12 13-11-82-2-12 19-1-05-1-8 21-10-02-9-0 1-3-0 1-11-8 1-4-0 0-9-8 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [17:Edge,0-4-8], [18:0-7-0,Edge], [19:0-4-0,Edge], [21:0-4-0,Edge], [23:0-8-0,Edge], [24:0-3-0,Edge], [25:0-1-8,Edge], [28:0-3-12,Edge], [29:0-3-8,Edge], [31:0-1-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.82 0.86 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -0.94 0.10 (loc) 23-24 23-24 17 l/defl >810 >275 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 237 lb FT = 20%F, 11%E GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP 2400F 2.0E(flat) *Except* 29-30,1-29,17-31,16-17,7-25,8-24,4-27,13-19,9-23: 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-8 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=1980(LC 1), 17=4189(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-29=-269/19, 16-17=-361/0, 2-3=-4740/0, 3-4=-8356/0, 4-6=-8356/0, 6-7=-12652/0, 7-8=-12652/0, 8-9=-14924/0, 9-10=-14948/0, 10-11=-14599/0, 11-13=-12656/0, 13-14=-12656/0, 14-15=-8336/0 BOT CHORD 28-29=0/2671, 27-28=0/6640, 25-27=0/10399, 24-25=0/12652, 23-24=0/12652, 21-23=0/15269, 19-21=0/13930, 18-19=0/11442, 17-18=0/5241 WEBS 7-25=-696/0, 8-24=-1343/0, 3-27=0/2174, 4-27=-274/18, 9-23=-629/0, 6-27=-2588/0, 6-25=0/3040, 8-23=0/3025, 10-23=-609/0, 10-21=-875/0, 11-21=0/863, 11-19=-1614/0, 14-19=0/1538, 2-29=-3273/0, 2-28=0/2670, 3-28=-2453/0, 14-18=-4011/0, 15-18=0/3996, 15-17=-6511/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) The Fabrication Tolerance at joint 22 = 11% 4) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 830 lb down at 12-4-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-96, 9-14=-186, 14-16=-606 Continued on page 2 November 3,2021 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 J21106524 Truss FG14 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650026 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:40 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-TT??H7SMooIv4kFaTwsak_WhEdfKQAk86S3Sp_yMy_f LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 14=-500 38=-779(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-96, 9-14=-186, 14-16=-606 Concentrated Loads (lb) Vert: 14=-500 38=-779(F) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-8=-96, 8-9=-32, 9-14=-122, 14-16=-542 Concentrated Loads (lb) Vert: 14=-500 38=-830(F) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-7=-32, 7-9=-96, 9-14=-186, 14-16=-606 Concentrated Loads (lb) Vert: 14=-500 38=-779(F) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-8=-96, 8-9=-32, 9-14=-122, 14-16=-542 Concentrated Loads (lb) Vert: 14=-500 38=-830(F) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-7=-32, 7-9=-96, 9-14=-186, 14-16=-606 Concentrated Loads (lb) Vert: 14=-500 38=-779(F) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 1=-250 14=-500 38=-345(F) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 14=-500 32=-250 38=-345(F) 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 14=-500 33=-250 38=-345(F) 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 14=-500 34=-250 38=-345(F) 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 5=-250 14=-500 38=-345(F) 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 14=-500 35=-250 38=-345(F) 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 14=-500 36=-250 38=-345(F) 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 14=-500 37=-250 38=-345(F) 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 14=-500 38=-595(F=-345) 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 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 J21106524 Truss FG14 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650026 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:40 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-TT??H7SMooIv4kFaTwsak_WhEdfKQAk86S3Sp_yMy_f LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 14=-500 38=-345(F) 39=-250 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 12=-250 14=-500 38=-345(F) 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 14=-500 38=-345(F) 40=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 14=-500 38=-345(F) 41=-250 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 14=-500 38=-345(F) 42=-250 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 16=-250 14=-500 38=-345(F) 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 1=-250 14=-500 38=-345(F) 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 1=-250 14=-500 38=-345(F) 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 14=-500 2=-250 38=-345(F) 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 3=-250 14=-500 38=-345(F) 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 4=-250 14=-500 38=-345(F) 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 6=-250 14=-500 38=-345(F) 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 7=-250 14=-500 38=-345(F) 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 8=-250 14=-500 38=-345(F) 30) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 9=-250 14=-500 38=-345(F) 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 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 J21106524 Truss FG14 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650026 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:40 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-TT??H7SMooIv4kFaTwsak_WhEdfKQAk86S3Sp_yMy_f LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-250 14=-500 38=-345(F) 32) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 11=-250 14=-500 38=-345(F) 33) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 13=-250 14=-500 38=-345(F) 34) 28th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 14=-750 38=-345(F) 35) 29th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 14=-500 15=-250 38=-345(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 J21106524 Truss FG15 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650027 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-TT??H7SMooIv4kFaTwsak_WrcdsIQAL86S3Sp_yMy_f Scale = 1:9.4123 6 5 4 7 8 3x4 3x4 6x6 6x6 4x8 3x6 1-8-01-8-0 3-4-01-8-0 1-4-4 1-4-01-4-0Plate Offsets (X,Y)-- [6:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.16 0.03 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 28 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)6=Mechanical, 4=Mechanical Max Grav 6=855(LC 1), 4=855(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-843/0, 3-4=-843/0, 1-2=-836/0, 2-3=-836/0 WEBS 2-5=-1219/0, 1-5=0/1042, 3-5=0/1042 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 595 lb down at 1-8-2 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: 4-6=-16, 1-3=-346(F=-250) Concentrated Loads (lb) Vert: 2=-595(B) November 3,2021 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 J21106524 Truss FG16 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650028 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-Ps7mhpTcKPYdJ2PzaLv2pPb8mRQguz5RamYZutyMy_d Scale = 1:21.0 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 6x6 3x6 5x6 2x4 4x8 3x6 3x6 3x6 3x6 4x6 4x6 4x6 3x6 5x6 3x6 3x6 8x10 5x6 12-7-012-7-0 1-3-0 1-11-8 0-6-0 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [7:0-3-0,Edge], [9:0-3-0,Edge], [12:0-3-0,0-0-0], [16:0-1-8,Edge], [17:0-1-8,0-1-8], [18:0-1-8,0-0-8] 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 0.37 0.55 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.14 0.02 (loc) 13-14 13-14 10 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 87 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=0-3-8, 16=0-5-8 Max Grav 10=1395(LC 1), 16=731(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-265/23, 9-10=-1323/0, 2-3=-1409/0, 3-4=-2152/0, 4-5=-2152/0, 5-6=-1922/0, 6-7=-1922/0, 7-8=-927/0, 8-9=-939/0 BOT CHORD 15-16=0/884, 14-15=0/1901, 13-14=0/2216, 12-13=0/1922, 11-12=0/1922 WEBS 7-12=0/277, 2-16=-1104/0, 2-15=0/694, 3-15=-651/0, 3-14=-14/382, 5-13=-511/3, 8-11=-756/0, 7-11=-1233/0, 9-11=0/1489 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 812 lb down at 11-8-12 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: 10-16=-16, 1-9=-96 Concentrated Loads (lb) Vert: 8=-765(B) November 3,2021 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 J21106524 Truss FG17 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650029 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-LEEW6UVts1oLZMZLimxWuqhT9E4iMrAk141gylyMy_b Scale = 1:36.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 28 29 30 31 32 33 34 35 36 37 38 39 40 3x8 MT18HS FP 3x8 MT18HS FP 3x6 6x10 6x10 2x4 3x6 3x6 3x6 FP3x6 FP 6x6 3x6 3x6 4x6 6x8 6x8 6x6 6x8 3x6 6x8 6x8 6x8 6x6 6x8 3x6 4x6 3x6 3x6 5x6 8-1-88-1-8 9-1-40-11-12 10-1-00-11-12 21-10-011-9-0 1-3-0 1-11-8 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [8:0-3-0,Edge], [22:0-3-0,0-0-0], [23:0-1-8,Edge], [28:0-1-8,0-1-8], [29:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.44 0.70 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.67 0.09 (loc) 21-22 21-22 16 l/defl >999 >385 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 176 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, 16=0-5-8 Max Grav 27=1423(LC 1), 16=2461(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-266/22, 15-16=-306/0, 2-3=-3122/0, 3-4=-5387/0, 4-6=-5396/0, 6-7=-7543/0, 7-8=-7543/0, 8-9=-8163/0, 9-10=-8252/0, 10-12=-7143/0, 12-13=-7143/0, 13-14=-4593/0 BOT CHORD 26-27=0/1803, 25-26=0/4359, 23-25=0/6396, 22-23=0/7543, 21-22=0/7543, 20-21=0/8426, 18-20=0/8069, 17-18=0/6231, 16-17=0/2919 WEBS 7-23=-640/0, 8-22=-532/0, 2-27=-2254/0, 2-26=0/1746, 3-26=-1638/0, 3-25=0/1357, 4-25=-295/0, 6-25=-1275/0, 6-23=0/1681, 14-16=-3706/0, 14-17=0/2215, 13-17=-2168/0, 13-18=0/1203, 10-18=-1181/0, 10-20=-87/265, 9-21=-512/0, 8-21=0/1054 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-13=-96, 13-15=-376 Concentrated Loads (lb) Vert: 10=-420 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-13=-96, 13-15=-376 Concentrated Loads (lb) Vert: 10=-420 Continued on page 2 November 3,2021 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 J21106524 Truss FG17 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650029 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:44 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-LEEW6UVts1oLZMZLimxWuqhT9E4iMrAk141gylyMy_b LOAD CASE(S) Standard 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-8=-96, 8-13=-32, 13-15=-312 Concentrated Loads (lb) Vert: 10=-420 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-7=-32, 7-13=-96, 13-15=-376 Concentrated Loads (lb) Vert: 10=-420 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-8=-96, 8-13=-32, 13-15=-312 Concentrated Loads (lb) Vert: 10=-420 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-7=-32, 7-13=-96, 13-15=-376 Concentrated Loads (lb) Vert: 10=-420 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-13=-32, 13-15=-152 Concentrated Loads (lb) Vert: 1=-250 10=-420 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-13=-32, 13-15=-152 Concentrated Loads (lb) Vert: 10=-420 30=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-13=-32, 13-15=-152 Concentrated Loads (lb) Vert: 10=-420 31=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-13=-32, 13-15=-152 Concentrated Loads (lb) Vert: 10=-420 32=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-13=-32, 13-15=-152 Concentrated Loads (lb) Vert: 10=-420 33=-250 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-13=-32, 13-15=-152 Concentrated Loads (lb) Vert: 10=-420 34=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-13=-32, 13-15=-152 Concentrated Loads (lb) Vert: 10=-420 35=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-13=-32, 13-15=-152 Concentrated Loads (lb) Vert: 10=-420 36=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-13=-32, 13-15=-152 Concentrated Loads (lb) Vert: 10=-420 37=-250 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-13=-32, 13-15=-152 Concentrated Loads (lb) Vert: 11=-250 10=-420 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-13=-32, 13-15=-152 Concentrated Loads (lb) Vert: 10=-420 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 J21106524 Truss FG17 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650029 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:44 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-LEEW6UVts1oLZMZLimxWuqhT9E4iMrAk141gylyMy_b LOAD CASE(S) Standard 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-13=-32, 13-15=-152 Concentrated Loads (lb) Vert: 10=-420 39=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-13=-32, 13-15=-152 Concentrated Loads (lb) Vert: 10=-420 40=-250 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-13=-32, 13-15=-152 Concentrated Loads (lb) Vert: 15=-250 10=-420 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-13=-32, 13-15=-152 Concentrated Loads (lb) Vert: 1=-250 10=-420 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-13=-32, 13-15=-152 Concentrated Loads (lb) Vert: 1=-250 10=-420 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-13=-32, 13-15=-152 Concentrated Loads (lb) Vert: 2=-250 10=-420 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-13=-32, 13-15=-152 Concentrated Loads (lb) Vert: 3=-250 10=-420 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-13=-32, 13-15=-152 Concentrated Loads (lb) Vert: 4=-250 10=-420 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-13=-32, 13-15=-152 Concentrated Loads (lb) Vert: 6=-250 10=-420 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-13=-32, 13-15=-152 Concentrated Loads (lb) Vert: 7=-250 10=-420 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-13=-32, 13-15=-152 Concentrated Loads (lb) Vert: 8=-250 10=-420 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-13=-32, 13-15=-152 Concentrated Loads (lb) Vert: 10=-420 9=-250 30) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-13=-32, 13-15=-152 Concentrated Loads (lb) Vert: 10=-670 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-13=-32, 13-15=-152 Concentrated Loads (lb) Vert: 12=-250 10=-420 32) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-13=-32, 13-15=-152 Concentrated Loads (lb) Vert: 13=-250 10=-420 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 J21106524 Truss FG17 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650029 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:44 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-LEEW6UVts1oLZMZLimxWuqhT9E4iMrAk141gylyMy_b LOAD CASE(S) Standard 33) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-13=-32, 13-15=-152 Concentrated Loads (lb) Vert: 14=-250 10=-420 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 J21106524 Truss FG18 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650030 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-HdMHXAX7Oe23ofjkpBz__Fmm92igqih1UOWn1eyMy_Z Scale = 1:36.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 28 29 30 31 32 33 34 35 36 37 38 39 40 3x8 MT18HS FP 3x16 MT18HS FP 2x4 SP 3x6 6x10 6x10 2x4 3x6 3x6 3x6 FP3x6 FP 6x6 3x6 3x6 5x6 6x8 6x8 6x6 6x8 3x6 6x10 6x18 MT18HS 6x10 6x8 6x8 3x6 4x6 3x6 3x6 6x6 8-1-88-1-8 9-1-40-11-12 10-1-00-11-12 21-10-011-9-0 1-3-0 1-11-8 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [8:0-3-0,Edge], [22:0-3-0,0-0-0], [23:0-1-8,Edge], [28:0-1-8,0-1-8], [29:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.60 0.86 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.85 0.11 (loc) 21-22 21-22 16 l/defl >999 >303 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 176 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)27=0-5-8, 16=0-5-8 Max Grav 27=1571(LC 1), 16=2856(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-267/21, 15-16=-357/0, 2-3=-3487/0, 3-4=-6079/0, 4-6=-6090/0, 6-7=-8745/0, 7-8=-8745/0, 8-9=-9672/0, 9-10=-10116/0, 10-12=-9180/0, 12-13=-9160/0, 13-14=-5643/0 BOT CHORD 26-27=0/1998, 25-26=0/4884, 23-25=0/7291, 22-23=0/8745, 21-22=0/8745, 20-21=0/10132, 18-20=0/10098, 17-18=0/7827, 16-17=0/3420 WEBS 7-23=-785/0, 8-22=-685/0, 2-27=-2499/0, 2-26=0/1970, 3-26=-1848/0, 3-25=0/1579, 4-25=-331/0, 6-25=-1532/0, 6-23=0/2080, 14-16=-4345/0, 14-17=0/2941, 13-17=-2890/0, 13-18=0/1761, 12-18=-549/0, 10-18=-1171/0, 10-20=-387/23, 9-20=-21/397, 9-21=-809/0, 8-21=0/1451 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 19 = 11% 4) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-96, 10-15=-346 Concentrated Loads (lb) Vert: 10=-420 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-96, 10-15=-346 Continued on page 2 November 3,2021 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 J21106524 Truss FG18 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650030 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:46 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-HdMHXAX7Oe23ofjkpBz__Fmm92igqih1UOWn1eyMy_Z LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-420 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-8=-96, 8-10=-32, 10-15=-282 Concentrated Loads (lb) Vert: 10=-420 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-7=-32, 7-10=-96, 10-15=-346 Concentrated Loads (lb) Vert: 10=-420 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-8=-96, 8-10=-32, 10-15=-282 Concentrated Loads (lb) Vert: 10=-420 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-7=-32, 7-10=-96, 10-15=-346 Concentrated Loads (lb) Vert: 10=-420 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-282 Concentrated Loads (lb) Vert: 1=-250 10=-420 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-282 Concentrated Loads (lb) Vert: 10=-420 30=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-282 Concentrated Loads (lb) Vert: 10=-420 31=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-282 Concentrated Loads (lb) Vert: 10=-420 32=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-282 Concentrated Loads (lb) Vert: 10=-420 33=-250 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-282 Concentrated Loads (lb) Vert: 10=-420 34=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-282 Concentrated Loads (lb) Vert: 10=-420 35=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-282 Concentrated Loads (lb) Vert: 10=-420 36=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-282 Concentrated Loads (lb) Vert: 10=-420 37=-250 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-282 Concentrated Loads (lb) Vert: 11=-250 10=-420 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-282 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 J21106524 Truss FG18 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650030 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:46 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-HdMHXAX7Oe23ofjkpBz__Fmm92igqih1UOWn1eyMy_Z LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-420 38=-250 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-282 Concentrated Loads (lb) Vert: 10=-420 39=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-282 Concentrated Loads (lb) Vert: 10=-420 40=-250 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-282 Concentrated Loads (lb) Vert: 15=-250 10=-420 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-282 Concentrated Loads (lb) Vert: 1=-250 10=-420 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-282 Concentrated Loads (lb) Vert: 1=-250 10=-420 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-282 Concentrated Loads (lb) Vert: 2=-250 10=-420 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-282 Concentrated Loads (lb) Vert: 3=-250 10=-420 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-282 Concentrated Loads (lb) Vert: 4=-250 10=-420 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-282 Concentrated Loads (lb) Vert: 6=-250 10=-420 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-282 Concentrated Loads (lb) Vert: 7=-250 10=-420 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-282 Concentrated Loads (lb) Vert: 8=-250 10=-420 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-282 Concentrated Loads (lb) Vert: 10=-420 9=-250 30) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-282 Concentrated Loads (lb) Vert: 10=-670 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-282 Concentrated Loads (lb) Vert: 12=-250 10=-420 32) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-282 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 J21106524 Truss FG18 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650030 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:46 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-HdMHXAX7Oe23ofjkpBz__Fmm92igqih1UOWn1eyMy_Z LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 13=-250 10=-420 33) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-282 Concentrated Loads (lb) Vert: 14=-250 10=-420 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 J21106524 Truss FG19 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650031 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-iC2P9CZ?hZRef7RJUJXhbuOKBFmV1EtTBMlRdzyMy_W Scale = 1:34.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 29 28 27 26 25 24 23 22 21 20 19 18 17 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 8x8 3x8 MT18HS FP 3x8 MT18HS FP 2x4 7x16 MT18HS 2x4 3x6 3x6 3x6 FP 3x6 FP 8x8 3x6 8x8 3x6 6x8 8x8 6x10 8x10 6x8 8x8 3x6 6x8 8x8 6x8 8x10 6x18 MT18HS3x6 5x6 8x16 3x8 MT18HS FP 2-9-02-9-0 5-4-82-7-8 6-0-80-8-0 6-8-80-8-0 8-1-01-4-8 9-7-41-6-4 14-5-84-10-4 16-11-82-6-0 19-10-02-10-8 1-3-0 1-4-0 1-4-0 0-9-8 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [5:0-3-0,0-0-0], [17:Edge,0-4-8], [18:0-5-0,Edge], [20:0-4-0,Edge], [22:0-4-0,Edge], [24:0-3-4,Edge], [26:0-1-8,Edge], [27:0-1-8,Edge], [28:0-4-0,Edge], [29:Edge,0-4-8], [30:0-1-8,0-0-8], [31:0-1-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-0-0 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.43 0.73 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.62 0.08 (loc) 24 22-24 17 l/defl >999 >380 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 218 lb FT = 20%F, 11%E GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP 2400F 2.0E(flat) *Except* 29-30,1-29,17-31,16-17,4-27,5-26,10-22,14-18,7-24,6-25: 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=1628(LC 1), 17=3555(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-29=-256/34, 16-17=-406/0, 2-3=-3721/0, 3-4=-7976/0, 4-5=-7976/0, 5-6=-7976/0, 6-7=-11655/0, 7-9=-11686/0, 9-10=-11543/0, 10-11=-11543/0, 11-13=-10266/0, 13-14=-7243/0, 14-15=-7243/0 BOT CHORD 28-29=0/2050, 27-28=0/5749, 26-27=0/7976, 25-26=0/10582, 24-25=0/10577, 22-24=0/11817, 20-22=0/11106, 18-20=0/9402, 17-18=0/4295 WEBS 4-27=-556/0, 5-26=0/454, 2-29=-2552/0, 2-28=0/2157, 3-28=-2619/0, 3-27=0/2863, 9-24=-543/0, 9-22=-351/170, 10-22=-276/18, 11-22=-38/553, 11-20=-1084/0, 13-20=0/1116, 13-18=-2736/0, 15-18=0/3734, 15-17=-5326/0, 14-18=-639/0, 7-24=-824/0, 6-26=-3366/0, 6-24=0/1357, 6-25=0/890 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 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) 500 lb down at 15-9-0, and 934 lb down at 9-6-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-60, 7-41=-150, 16-41=-570(F=-420) Continued on page 2 November 3,2021 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 J21106524 Truss FG19 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650031 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:49 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-iC2P9CZ?hZRef7RJUJXhbuOKBFmV1EtTBMlRdzyMy_W LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 13=-500(F) 7=-902(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-60, 7-41=-150, 16-41=-570(F=-420) Concentrated Loads (lb) Vert: 13=-500(F) 7=-902(F) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-10, 1-5=-60, 5-7=-20, 7-41=-110, 16-41=-530(F=-420) Concentrated Loads (lb) Vert: 13=-500(F) 7=-934(F) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-10, 1-4=-20, 4-7=-60, 7-41=-150, 16-41=-570(F=-420) Concentrated Loads (lb) Vert: 13=-500(F) 7=-902(F) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-10, 1-5=-60, 5-7=-20, 7-41=-110, 16-41=-530(F=-420) Concentrated Loads (lb) Vert: 13=-500(F) 7=-934(F) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-10, 1-4=-20, 4-7=-60, 7-41=-150, 16-41=-570(F=-420) Concentrated Loads (lb) Vert: 13=-500(F) 7=-902(F) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 1=-250 13=-500(F) 7=-397(F) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 13=-500(F) 7=-397(F) 32=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 13=-500(F) 7=-397(F) 33=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 13=-500(F) 7=-397(F) 34=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 13=-500(F) 7=-397(F) 35=-250 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 13=-500(F) 7=-397(F) 36=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 13=-500(F) 7=-397(F) 37=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 8=-250 13=-500(F) 7=-397(F) 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 13=-500(F) 7=-397(F) 38=-250 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) 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 J21106524 Truss FG19 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650031 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:49 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-iC2P9CZ?hZRef7RJUJXhbuOKBFmV1EtTBMlRdzyMy_W LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 13=-500(F) 7=-397(F) 39=-250 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 13=-500(F) 7=-397(F) 40=-250 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 13=-500(F) 7=-397(F) 42=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 13=-500(F) 7=-397(F) 43=-250 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 13=-500(F) 7=-397(F) 44=-250 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 16=-250 13=-500(F) 7=-397(F) 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 1=-250 13=-500(F) 7=-397(F) 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 1=-250 13=-500(F) 7=-397(F) 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 2=-250 13=-500(F) 7=-397(F) 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 3=-250 13=-500(F) 7=-397(F) 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 4=-250 13=-500(F) 7=-397(F) 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 5=-250 13=-500(F) 7=-397(F) 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 13=-500(F) 7=-397(F) 6=-250 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 13=-500(F) 7=-647(F=-397) 30) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 9=-250 13=-500(F) 7=-397(F) 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) 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 J21106524 Truss FG19 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650031 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:49 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-iC2P9CZ?hZRef7RJUJXhbuOKBFmV1EtTBMlRdzyMy_W LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-250 13=-500(F) 7=-397(F) 32) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 11=-250 13=-500(F) 7=-397(F) 33) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 13=-750(F=-500) 7=-397(F) 34) 28th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 13=-500(F) 14=-250 7=-397(F) 35) 29th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 13=-500(F) 15=-250 7=-397(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 J21106524 Truss FG20 Truss Type Floor Girder Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650032 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-AOcnNYaeRtZUHH0V212w85xVKfD1miWcP0U_APyMy_V Scale = 1:9.41234 8 7 6 5 9 10 3x6 3x6 3x6 3x6 3x6 3x6 2x4 2x4 3-4-03-4-0 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 0.34 0.26 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 7 6 5 l/defl >999 >999 n/a L/d 480 240 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=1049(LC 1), 5=950(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-427/0, 4-5=-383/0, 2-3=-772/0 BOT CHORD 7-8=0/772, 6-7=0/772, 5-6=0/772 WEBS 3-5=-988/0, 2-8=-988/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 491 lb down at 0-8-7, and 479 lb down at 2-3-10 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: 9=-447(B) 10=-436(B) November 3,2021 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 J21106524 Truss FG21 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650033 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:51 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-eaA9auaGCAhLvRbickZ9hJTfU3WUV?MmegEYiryMy_U Scale = 1:17.3 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 21 22 23 4x6 2x4 3x6 2x4 4x8 3x6 3x4 3x6 3x4 3x6 4x6 3x4 3x6 3x6 6x10 5x6 9-7-49-7-4 10-7-00-11-12 1-3-0 1-4-0 1-4-0 0-6-8 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [5:0-3-0,0-0-0], [8:0-3-0,Edge], [9:Edge,0-1-8], [11:0-1-8,Edge], [12:0-1-8,Edge], [15:0-1-8,0-1-0], [16:0-1-8,0-0-8] 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 0.44 0.50 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.06 0.02 (loc) 12 12 9 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 64 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)9=0-3-8, 14=0-5-8 Max Grav 9=1533(LC 1), 14=656(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-263/25, 8-9=-1531/0, 2-3=-1147/0, 3-4=-1684/0, 4-5=-1684/0, 5-6=-1684/0, 6-7=-1079/0, 7-8=-1095/0 BOT CHORD 13-14=0/723, 12-13=0/1518, 11-12=0/1684, 10-11=0/1497 WEBS 2-14=-938/0, 2-13=0/575, 3-13=-504/0, 3-12=-111/387, 6-11=-22/416, 6-10=-535/0, 8-10=0/1754, 7-10=-1082/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 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) 1024 lb down at 9-6-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-96, 7-8=-186 Concentrated Loads (lb) Vert: 7=-973(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-96, 7-8=-186 Concentrated Loads (lb) Vert: 7=-973(B) Continued on page 2 November 3,2021 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 J21106524 Truss FG21 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650033 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:51 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-eaA9auaGCAhLvRbickZ9hJTfU3WUV?MmegEYiryMy_U LOAD CASE(S) Standard 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-14=-16, 1-5=-96, 5-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 7=-1024(B) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-14=-16, 1-4=-32, 4-7=-96, 7-8=-186 Concentrated Loads (lb) Vert: 7=-973(B) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-14=-16, 1-5=-96, 5-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 7=-1024(B) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-14=-16, 1-4=-32, 4-7=-96, 7-8=-186 Concentrated Loads (lb) Vert: 7=-973(B) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 1=-250 7=-431(B) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 7=-431(B) 17=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 7=-431(B) 18=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 7=-431(B) 19=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 7=-431(B) 20=-250 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 7=-431(B) 21=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 7=-431(B) 22=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 7=-431(B) 23=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 8=-250 7=-431(B) 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 1=-250 7=-431(B) 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 1=-250 7=-431(B) 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 J21106524 Truss FG21 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650033 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:51 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-eaA9auaGCAhLvRbickZ9hJTfU3WUV?MmegEYiryMy_U LOAD CASE(S) Standard 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 2=-250 7=-431(B) 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 3=-250 7=-431(B) 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 4=-250 7=-431(B) 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 5=-250 7=-431(B) 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 6=-250 7=-431(B) 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 7=-681(B=-431) 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 J21106524 Truss FG22 Truss Type Floor Girder Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650034 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-6njYoEbuzUpCWaAuAR4ODW0nvTlwEW2vtKz5EHyMy_T Scale = 1:32.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 25 24 23 22 21 20 19 18 17 16 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 3x8 MT18HS FP 2x4 4x6 5x12 2x4 3x6 3x6 3x6 FP 3x6 FP 4x6 3x6 5x6 3x6 6x6 4x6 6x8 4x6 3x4 3x6 4x6 3x6 6x6 4x6 6x6 5x12 6x10 3x6 5-4-85-4-8 6-0-80-8-0 6-8-80-8-0 16-11-810-3-0 19-10-02-10-8 1-3-0 1-4-0 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [5:0-3-0,0-0-0], [16:Edge,0-1-8], [21:0-1-8,Edge], [22:0-1-8,Edge], [26:0-1-8,0-1-0], [27:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.59 0.87 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.67 0.15 (loc) 20-21 20-21 16 l/defl >999 >351 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 141 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)25=0-5-8, 16=0-5-8 Max Grav 25=1338(LC 1), 16=2776(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-254/35, 15-16=-505/0, 2-3=-2661/0, 3-4=-5184/0, 4-5=-5184/0, 5-6=-5184/0, 6-8=-6607/0, 8-9=-6998/0, 9-10=-6995/0, 10-12=-6619/0, 12-13=-4913/0, 13-14=-4913/0 BOT CHORD 24-25=0/1548, 22-24=0/3765, 21-22=0/5184, 20-21=0/6245, 19-20=0/6876, 18-19=0/7000, 17-18=0/6192, 16-17=0/2967 WEBS 4-22=-1119/0, 5-21=0/890, 2-25=-2013/0, 2-24=0/1510, 3-24=-1499/0, 3-22=0/1956, 6-21=-1516/0, 6-20=0/608, 8-20=-495/0, 8-19=0/471, 10-19=-417/2, 10-18=-517/0, 12-18=0/578, 12-17=-1698/0, 14-17=0/2584, 14-16=-3841/0, 13-17=-703/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-25=-16, 1-38=-96, 15-38=-516 Concentrated Loads (lb) Vert: 37=-420 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-25=-16, 1-38=-96, 15-38=-516 Concentrated Loads (lb) Vert: 37=-420 Continued on page 2 November 3,2021 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 J21106524 Truss FG22 Truss Type Floor Girder Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650034 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:52 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-6njYoEbuzUpCWaAuAR4ODW0nvTlwEW2vtKz5EHyMy_T LOAD CASE(S) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-25=-16, 1-5=-96, 5-38=-32, 15-38=-452 Concentrated Loads (lb) Vert: 37=-420 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-25=-16, 1-4=-32, 4-38=-96, 15-38=-516 Concentrated Loads (lb) Vert: 37=-420 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-25=-16, 1-5=-96, 5-38=-32, 15-38=-452 Concentrated Loads (lb) Vert: 37=-420 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-25=-16, 1-4=-32, 4-38=-96, 15-38=-516 Concentrated Loads (lb) Vert: 37=-420 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-38=-32, 15-38=-452 Concentrated Loads (lb) Vert: 1=-250 37=-420 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-38=-32, 15-38=-452 Concentrated Loads (lb) Vert: 28=-250 37=-420 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-38=-32, 15-38=-452 Concentrated Loads (lb) Vert: 29=-250 37=-420 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-38=-32, 15-38=-452 Concentrated Loads (lb) Vert: 30=-250 37=-420 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-38=-32, 15-38=-452 Concentrated Loads (lb) Vert: 31=-250 37=-420 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-38=-32, 15-38=-452 Concentrated Loads (lb) Vert: 32=-250 37=-420 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-38=-32, 15-38=-452 Concentrated Loads (lb) Vert: 33=-250 37=-420 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-38=-32, 15-38=-452 Concentrated Loads (lb) Vert: 34=-250 37=-420 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-38=-32, 15-38=-452 Concentrated Loads (lb) Vert: 35=-250 37=-420 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-38=-32, 15-38=-452 Concentrated Loads (lb) Vert: 36=-250 37=-420 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-38=-32, 15-38=-452 Concentrated Loads (lb) Vert: 37=-420 39=-250 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 J21106524 Truss FG22 Truss Type Floor Girder Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650034 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:52 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-6njYoEbuzUpCWaAuAR4ODW0nvTlwEW2vtKz5EHyMy_T LOAD CASE(S) 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-38=-32, 15-38=-452 Concentrated Loads (lb) Vert: 37=-420 40=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-38=-32, 15-38=-452 Concentrated Loads (lb) Vert: 37=-420 41=-250 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-38=-32, 15-38=-452 Concentrated Loads (lb) Vert: 15=-250 37=-420 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-38=-32, 15-38=-452 Concentrated Loads (lb) Vert: 1=-250 37=-420 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-38=-32, 15-38=-452 Concentrated Loads (lb) Vert: 1=-250 37=-420 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-38=-32, 15-38=-452 Concentrated Loads (lb) Vert: 2=-250 37=-420 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-38=-32, 15-38=-452 Concentrated Loads (lb) Vert: 3=-250 37=-420 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-38=-32, 15-38=-452 Concentrated Loads (lb) Vert: 4=-250 37=-420 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-38=-32, 15-38=-452 Concentrated Loads (lb) Vert: 5=-250 37=-420 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-38=-32, 15-38=-452 Concentrated Loads (lb) Vert: 6=-250 37=-420 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-38=-32, 15-38=-452 Concentrated Loads (lb) Vert: 8=-250 37=-420 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-38=-32, 15-38=-452 Concentrated Loads (lb) Vert: 9=-250 37=-420 30) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-38=-32, 15-38=-452 Concentrated Loads (lb) Vert: 10=-250 37=-420 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-38=-32, 15-38=-452 Concentrated Loads (lb) Vert: 12=-250 37=-420 32) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-38=-32, 15-38=-452 Concentrated Loads (lb) Vert: 13=-250 37=-420 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 J21106524 Truss FG22 Truss Type Floor Girder Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650034 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:52 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-6njYoEbuzUpCWaAuAR4ODW0nvTlwEW2vtKz5EHyMy_T LOAD CASE(S) 33) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-38=-32, 15-38=-452 Concentrated Loads (lb) Vert: 14=-250 37=-420 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 J21106524 Truss FG23 Truss Type Floor Girder Qty 4 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650035 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-29rIDvd8V53wmuKGHs7sIx57KGRJiQTCKeSCJAyMy_R Scale = 1:32.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 25 24 23 22 21 20 19 18 17 16 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 3x8 MT18HS FP 2x4 4x6 5x12 2x4 3x6 3x6 3x6 FP 3x6 FP 4x6 3x6 5x6 3x6 6x6 4x6 6x8 4x6 3x4 3x6 4x6 3x6 6x6 4x6 6x6 5x12 6x8 3x6 5-4-85-4-8 6-0-80-8-0 6-8-80-8-0 16-11-810-3-0 19-10-02-10-8 1-3-0 1-4-0 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [5:0-3-0,0-0-0], [16:Edge,0-1-8], [21:0-1-8,Edge], [22:0-1-8,Edge], [26:0-1-8,0-1-0], [27:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.59 0.88 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.67 0.15 (loc) 20-21 20-21 16 l/defl >999 >350 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 141 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)25=0-5-8, 16=0-5-8 Max Grav 25=1343(LC 1), 16=2450(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-254/35, 15-16=-413/0, 2-3=-2672/0, 3-4=-5209/0, 4-5=-5209/0, 5-6=-5209/0, 6-8=-6647/0, 8-9=-7045/0, 9-10=-7043/0, 10-12=-6662/0, 12-13=-4642/0, 13-14=-4642/0 BOT CHORD 24-25=0/1554, 22-24=0/3782, 21-22=0/5209, 20-21=0/6280, 19-20=0/6922, 18-19=0/7072, 17-18=0/6208, 16-17=0/2682 WEBS 4-22=-1127/0, 5-21=0/896, 2-25=-2021/0, 2-24=0/1517, 3-24=-1506/0, 3-22=0/1968, 6-21=-1527/0, 6-20=0/616, 8-20=-502/0, 8-19=0/474, 10-19=-448/0, 10-18=-556/0, 12-18=0/615, 12-17=-2079/0, 14-17=0/2602, 14-16=-3477/0, 13-17=-464/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-25=-16, 1-37=-96, 15-37=-346 Concentrated Loads (lb) Vert: 37=-420 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-25=-16, 1-37=-96, 15-37=-346 Concentrated Loads (lb) Vert: 37=-420 Continued on page 2 November 3,2021 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 J21106524 Truss FG23 Truss Type Floor Girder Qty 4 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650035 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:54 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-29rIDvd8V53wmuKGHs7sIx57KGRJiQTCKeSCJAyMy_R LOAD CASE(S) Standard 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-25=-16, 1-5=-96, 5-37=-32, 15-37=-282 Concentrated Loads (lb) Vert: 37=-420 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-25=-16, 1-4=-32, 4-37=-96, 15-37=-346 Concentrated Loads (lb) Vert: 37=-420 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-25=-16, 1-5=-96, 5-37=-32, 15-37=-282 Concentrated Loads (lb) Vert: 37=-420 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-25=-16, 1-4=-32, 4-37=-96, 15-37=-346 Concentrated Loads (lb) Vert: 37=-420 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-37=-32, 15-37=-282 Concentrated Loads (lb) Vert: 1=-250 37=-420 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-37=-32, 15-37=-282 Concentrated Loads (lb) Vert: 28=-250 37=-420 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-37=-32, 15-37=-282 Concentrated Loads (lb) Vert: 29=-250 37=-420 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-37=-32, 15-37=-282 Concentrated Loads (lb) Vert: 30=-250 37=-420 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-37=-32, 15-37=-282 Concentrated Loads (lb) Vert: 31=-250 37=-420 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-37=-32, 15-37=-282 Concentrated Loads (lb) Vert: 32=-250 37=-420 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-37=-32, 15-37=-282 Concentrated Loads (lb) Vert: 33=-250 37=-420 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-37=-32, 15-37=-282 Concentrated Loads (lb) Vert: 34=-250 37=-420 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-37=-32, 15-37=-282 Concentrated Loads (lb) Vert: 35=-250 37=-420 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-37=-32, 15-37=-282 Concentrated Loads (lb) Vert: 36=-250 37=-420 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-37=-32, 15-37=-282 Concentrated Loads (lb) Vert: 37=-420 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 J21106524 Truss FG23 Truss Type Floor Girder Qty 4 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650035 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:54 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-29rIDvd8V53wmuKGHs7sIx57KGRJiQTCKeSCJAyMy_R LOAD CASE(S) Standard 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-37=-32, 15-37=-282 Concentrated Loads (lb) Vert: 37=-420 39=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-37=-32, 15-37=-282 Concentrated Loads (lb) Vert: 37=-420 40=-250 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-37=-32, 15-37=-282 Concentrated Loads (lb) Vert: 15=-250 37=-420 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-37=-32, 15-37=-282 Concentrated Loads (lb) Vert: 1=-250 37=-420 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-37=-32, 15-37=-282 Concentrated Loads (lb) Vert: 1=-250 37=-420 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-37=-32, 15-37=-282 Concentrated Loads (lb) Vert: 2=-250 37=-420 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-37=-32, 15-37=-282 Concentrated Loads (lb) Vert: 3=-250 37=-420 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-37=-32, 15-37=-282 Concentrated Loads (lb) Vert: 4=-250 37=-420 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-37=-32, 15-37=-282 Concentrated Loads (lb) Vert: 5=-250 37=-420 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-37=-32, 15-37=-282 Concentrated Loads (lb) Vert: 6=-250 37=-420 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-37=-32, 15-37=-282 Concentrated Loads (lb) Vert: 8=-250 37=-420 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-37=-32, 15-37=-282 Concentrated Loads (lb) Vert: 9=-250 37=-420 30) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-37=-32, 15-37=-282 Concentrated Loads (lb) Vert: 10=-250 37=-420 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-37=-32, 15-37=-282 Concentrated Loads (lb) Vert: 12=-250 37=-420 32) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-37=-32, 15-37=-282 Concentrated Loads (lb) Vert: 13=-250 37=-420 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 J21106524 Truss FG23 Truss Type Floor Girder Qty 4 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650035 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:54 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-29rIDvd8V53wmuKGHs7sIx57KGRJiQTCKeSCJAyMy_R LOAD CASE(S) Standard 33) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-37=-32, 15-37=-282 Concentrated Loads (lb) Vert: 14=-250 37=-420 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 J21106524 Truss FG24 Truss Type FLOOR GIRDER Qty 1 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650036 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-WMPgQFemGPBnN2vTrae5r9ePGgxlR_dMZIClrcyMy_Q Scale = 1:10.9 1 2 3 4 5 8 7 6 9 10 11 12 3x6 3x6 3x6 3x6 3x6 3x6 3x6 3x6 5-8-05-8-0 1-3-0 1-3-8 1-4-01-4-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.13 0.22 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.02 0.01 (loc) 7 7-8 6 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 36 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 6=0-3-8 Max Grav 8=624(LC 3), 6=624(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-321/0, 5-6=-321/0, 2-3=-752/0, 3-4=-752/0 BOT CHORD 7-8=0/570, 6-7=0/577 WEBS 4-6=-752/0, 2-8=-742/0, 4-7=0/332, 3-7=-380/0, 2-7=0/338 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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) 43 lb down and 133 lb up at 1-6-13, and 43 lb down and 133 lb up at 3-4-4, and 44 lb down and 132 lb up at 4-9-4 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) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-8=-16, 1-5=-186 Concentrated Loads (lb) Vert: 2=-43(B) 11=-43(B) 12=-44(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-8=-16, 1-5=-186 Concentrated Loads (lb) Vert: 2=-43(B) 11=-43(B) 12=-44(B) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-16, 1-5=-122 Continued on page 2 November 3,2021 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 J21106524 Truss FG24 Truss Type FLOOR GIRDER Qty 1 Ply 1 ONYX+EAST - MELANGE - B10 - 3RD FLOOR Job Reference (optional) I48650036 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:55 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-WMPgQFemGPBnN2vTrae5r9ePGgxlR_dMZIClrcyMy_Q LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-250 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-16, 1-5=-122 Concentrated Loads (lb) Vert: 9=-250 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-16, 1-5=-122 Concentrated Loads (lb) Vert: 10=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-16, 1-5=-122 Concentrated Loads (lb) Vert: 11=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-16, 1-5=-122 Concentrated Loads (lb) Vert: 12=-250 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-16, 1-5=-122 Concentrated Loads (lb) Vert: 5=-250 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-16, 1-5=-122 Concentrated Loads (lb) Vert: 2=-250 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-16, 1-5=-122 Concentrated Loads (lb) Vert: 3=-250 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-16, 1-5=-122 Concentrated Loads (lb) Vert: 4=-250 12) Reversal: Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-8=-16, 1-5=-186 Concentrated Loads (lb) Vert: 2=133(B) 11=133(B) 12=132(B) 13) Reversal: Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-8=-16, 1-5=-186 Concentrated Loads (lb) Vert: 2=133(B) 11=133(B) 12=132(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