Loading...
HomeMy WebLinkAboutI47547461.J2110461816023 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). August 20,2021 Liu, Xuegang Pages or sheets covered by this seal: I47547461 thru I47547476 My license renewal date for the state of Indiana is July 31, 2022. J21104618 ONYX+EAST - MELANGE - B5 - 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 J21104618 Truss F09 Truss Type Floor Qty 54 Ply 1 ONYX+EAST - MELANGE - B5 - 3RD FLOOR Job Reference (optional) I47547461 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:07 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-Pp48UVtKlyK1lZysBF?0doENBkEWWU65TcqcI8ym_eE 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 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. August 20,2021 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 J21104618 Truss F10 Truss Type Floor Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 3RD FLOOR Job Reference (optional) I47547462 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-t?eWiruyWFSuNjX2lzWFA0nWT8dpF0LFhGZAqaym_eD 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 3x6 3x4 3x4 2x4 2x4 3x4 3x12 3x4 3x4 3x4 3x6 2x4 3x4 2x4 4x6 4x6 8-1-88-1-8 9-1-40-11-12 10-1-00-11-12 12-3-02-2-0 1-3-0 1-11-8 0-5-0 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], [12:0-1-8,0-0-0], [13:0-1-8,Edge], [17:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.87 0.83 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.39 0.02 (loc) 13-14 13-14 10 l/defl >780 >369 n/a L/d 480 240 n/a PLATES MT20 Weight: 61 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=Mechanical, 16=0-3-8 Max Grav 10=668(LC 1), 16=662(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-262/27, 9-10=-559/0, 2-3=-1121/0, 3-4=-1656/0, 4-5=-1656/0, 5-6=-1237/0, 6-7=-1237/0 BOT CHORD 15-16=0/719, 14-15=0/1499, 13-14=0/1622, 12-13=0/1237, 11-12=0/1237 WEBS 7-12=0/397, 2-16=-937/0, 2-15=0/558, 3-15=-526/0, 3-14=-63/325, 5-13=-565/0, 7-11=-1346/0, 8-11=-173/251, 9-11=0/552 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. August 20,2021 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 J21104618 Truss F11 Truss Type FLOOR Qty 6 Ply 1 ONYX+EAST - MELANGE - B5 - 3RD FLOOR Job Reference (optional) I47547463 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-LCCuvBvaGZal_t6EJg1UiDKj9Y?k_PsOwwJjM0ym_eC Scale = 1:20.9 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 3x6 3x4 3x6 2x4 3x6 5x6 3x12 4x6 4x6 3x4 2x4 3x12 3x4 5x12 5x6 2x4 11-5-811-5-8 12-5-81-0-0 1-3-0 1-11-8 0-7-8 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], [12:0-3-0,0-0-0], [14:0-4-12,Edge], [17:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-4-0 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.68 0.66 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.26 0.03 (loc) 13-14 13-14 10 l/defl >999 >559 n/a L/d 480 240 n/a PLATES MT20 Weight: 67 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. REACTIONS. (size)10=Mechanical, 16=0-3-8 Max Grav 10=992(LC 1), 16=983(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-268/22, 9-10=-945/0, 2-3=-1681/0, 3-4=-2637/0, 4-5=-2616/0, 5-6=-2032/0, 6-7=-2032/0, 7-8=-783/0, 8-9=-790/0 BOT CHORD 15-16=0/1075, 14-15=0/2282, 13-14=0/2497, 12-13=0/2032, 11-12=0/2032 WEBS 7-12=0/866, 2-16=-1400/0, 2-15=0/844, 3-15=-833/0, 3-14=0/472, 4-14=-272/46, 5-14=-17/293, 5-13=-658/0, 7-11=-1767/0, 9-11=0/1174, 8-11=-251/97 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. August 20,2021 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 J21104618 Truss F11A Truss Type Floor Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 3RD FLOOR Job Reference (optional) I47547464 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-pOmG6XwC1ticc1hRsOYjFRswMyLUjvuY9a2GvTym_eB Scale = 1:20.9 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 3x6 3x4 3x6 2x4 3x6 4x6 3x12 3x4 3x4 3x4 2x4 3x12 3x4 4x10 4x6 2x4 11-5-811-5-8 12-5-81-0-0 1-3-0 1-11-8 0-7-8 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], [12:0-3-0,0-0-0], [17:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.52 0.69 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.21 0.02 (loc) 13-14 13-14 10 l/defl >999 >703 n/a L/d 480 240 n/a PLATES MT20 Weight: 67 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: 6-0-0 oc bracing: 10-11. REACTIONS. (size)10=Mechanical, 16=0-3-8 Max Grav 10=680(LC 1), 16=674(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-262/27, 9-10=-648/0, 2-3=-1152/0, 3-4=-1807/0, 4-5=-1793/0, 5-6=-1394/0, 6-7=-1394/0, 7-8=-537/0, 8-9=-538/0 BOT CHORD 15-16=0/736, 14-15=0/1564, 13-14=0/1719, 12-13=0/1394, 11-12=0/1394 WEBS 7-12=0/571, 2-16=-960/0, 2-15=0/578, 3-15=-571/0, 3-14=-30/407, 4-14=-261/57, 5-14=-56/257, 5-13=-498/0, 7-11=-1213/0, 9-11=0/799 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. August 20,2021 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 J21104618 Truss F12 Truss Type Floor Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 3RD FLOOR Job Reference (optional) I47547465 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-HaKeKswroAqTEBGdQ53yneP3LMebSNThNEoqRvym_eA Scale = 1:17.3 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 3x4 3x4 3x6 4x6 4x6 3x4 3x4 3x4 2x4 3x4 2x4 3x4 3-3-03-3-0 9-5-06-2-0 0-6-0 1-3-0 1-11-8 1-2-8 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-1-8,Edge], [5:0-1-8,Edge], [8:0-1-8,0-0-0], [9:0-1-8,Edge], [12:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.70 0.89 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.28 0.01 (loc) 9-10 9-10 7 l/defl >819 >394 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=0-3-3, 7=0-3-3 Max Grav 12=513(LC 1), 7=513(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-498/0, 2-3=-883/0, 3-4=-739/0, 4-5=-739/0 BOT CHORD 10-11=0/669, 9-10=0/984, 8-9=0/739, 7-8=0/739 WEBS 1-11=0/484, 2-11=-621/0, 2-10=0/353, 3-9=-440/0, 5-7=-977/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. August 20,2021 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 J21104618 Truss F13 Truss Type Floor Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 3RD FLOOR Job Reference (optional) I47547466 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-lnu0XCxTZUyKrLqp_paBKsyKll92BseqcuXNzLym_e9 Scale = 1:11.6 1 2 3 4 5 6 10 9 8 7 11 12 13 14 15 16 2x4 3x6 2x4 2x4 3x6 2x4 3x4 3x4 3x4 2x4 3x4 2x4 2-9-02-9-0 6-2-103-5-10 1-3-0 0-5-10 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 0.27 0.17 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 32 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=389(LC 7), 7=389(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-267/5, 6-7=-267/5, 2-3=-461/0, 3-4=-461/0, 4-5=-461/0 BOT CHORD 9-10=0/339, 8-9=0/461, 7-8=0/339 WEBS 5-7=-450/0, 2-10=-450/0, 5-8=-17/286, 2-9=-17/286 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. August 20,2021 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 J21104618 Truss FE02 Truss Type Floor Supported Gable Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 3RD FLOOR Job Reference (optional) I47547467 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-DzSPlYy5Ko5BTUP?YW6Qt3UW79W3wKj_rYHxVoym_e8 Scale = 1:10.112345 10 9 8 7 6 11 12 13 14 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 5-1-05-1-01-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [10:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.23 0.06 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 5-1-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 6 Max Grav All reactions 250 lb or less at joint(s) except 10=283(LC 3), 6=276(LC 8), 9=326(LC 9), 8=330(LC 10), 7=315(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-272/7, 5-6=-266/21 WEBS 2-9=-299/0, 3-8=-302/0, 4-7=-292/0 NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 5) This truss 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. August 20,2021 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 J21104618 Truss FE03 Truss Type Floor Supported Gable Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 3RD FLOOR Job Reference (optional) I47547468 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-DzSPlYy5Ko5BTUP?YW6Qt3UWr9WjwKi_rYHxVoym_e8 Scale = 1:16.9 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 27 3x4 3x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 10-3-810-3-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [9:0-1-8,Edge], [17:0-1-8,Edge], [18:Edge,0-1-8], [19:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.25 0.02 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 43 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 17-18. REACTIONS.All bearings 10-3-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 10 Max Grav All reactions 250 lb or less at joint(s) except 18=278(LC 3), 10=264(LC 12), 17=333(LC 13), 16=326(LC 14), 15=328(LC 15), 14=328(LC 16), 13=327(LC 17), 12=329(LC 18), 11=317(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-269/2, 9-10=-259/31 WEBS 2-17=-305/0, 3-16=-300/0, 4-15=-301/0, 5-14=-301/0, 6-13=-300/0, 7-12=-302/0, 8-11=-293/0 NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10. 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. August 20,2021 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 J21104618 Truss FE04 Truss Type Floor Supported Gable Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 3RD FLOOR Job Reference (optional) I47547469 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-i9?nyuzj55D25e_C5DdfPH1hKZsGfn074C0U2Eym_e7 Scale = 1:9.5123 6 5 4 7 8 9 3x4 3x4 2x4 2x4 3x4 2x4 2x4 2-1-82-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [7:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.20 0.06 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=2-1-8, 4=2-1-8, 5=2-1-8 Max Grav 6=278(LC 3), 4=266(LC 6), 5=297(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-270/0, 3-4=-259/20 WEBS 2-5=-279/0 NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) This truss 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. August 20,2021 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 J21104618 Truss FG10 Truss Type FLOOR Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 3RD FLOOR Job Reference (optional) I47547470 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-6khvaw?bO0bcy6jnnMAM1vf5Pmissyram9F8eZym_e4 Scale = 1:36.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 30 29 28 27 26 25 24 23 22 21 20 19 18 17 31 32 33 34 35 36 37 38 39 40 41 42 43 3x8 MT18HS FP 3x8 MT18HS FP 3x6 6x10 6x10 2x4 3x6 3x6 3x6 FP3x6 FP 10x10 3x6 8x16 6x8 6x8 6x8 8x16 3x6 8x10 7x16 MT18HS 8x10 6x10 10x10 3x6 6x6 8x8 6x10 6x6 8x10 3x6 8-0-0 8-0-0 8-1-8 0-1-8 9-1-4 0-11-12 10-1-0 0-11-12 12-4-12 2-3-12 13-11-8 1-6-12 21-10-0 7-10-8 1-3-0 1-11-8 0-7-8 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [6:0-3-12,Edge], [22:0-4-0,Edge], [23:0-4-8,Edge], [24:0-3-8,Edge], [25:0-3-0,Edge], [26:0-1-8,Edge], [31:0-1-8,0-1-8], [32:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.66 0.77 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.86 0.11 (loc) 24 24 17 l/defl >820 >299 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 208 lb FT = 20%F, 11%E GRIP 197/144 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) *Except* 6-28,6-26,14-20,11-20,11-22,10-22,8-24: 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)30=0-5-8, 17=0-5-8 Max Grav 30=1839(LC 1), 17=2746(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-30=-268/19, 16-17=-300/0, 2-3=-4152/0, 3-4=-7918/0, 4-6=-7909/0, 6-7=-11420/0, 7-8=-11420/0, 8-9=-13136/0, 9-10=-13141/0, 10-11=-12685/0, 11-13=-10553/0, 13-14=-10547/0, 14-15=-5961/0 BOT CHORD 29-30=0/2352, 28-29=0/6015, 26-28=0/9545, 25-26=0/11420, 24-25=0/11420, 23-24=0/13615, 22-23=0/13616, 20-22=0/11965, 18-20=0/8750, 17-18=0/3375 WEBS 7-26=-618/0, 8-25=-1210/0, 2-30=-2941/0, 2-29=0/2383, 3-29=-2463/0, 3-28=0/2371, 4-28=-274/13, 6-28=-2112/0, 6-26=0/2559, 15-17=-4290/0, 15-18=0/3422, 14-18=-3672/0, 14-20=0/2333, 13-20=-294/1, 11-20=-1757/0, 11-22=0/939, 10-22=-1131/0, 8-24=0/2432, 10-24=-790/0, 9-24=-369/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 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. 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) 828 lb down at 12-4-12 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: 17-30=-16, 1-9=-96, 9-16=-186 Concentrated Loads (lb) Vert: 14=-500 10=-777(F) Continued on page 2 August 20,2021 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 J21104618 Truss FG10 Truss Type FLOOR Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 3RD FLOOR Job Reference (optional) I47547470 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:17 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-6khvaw?bO0bcy6jnnMAM1vf5Pmissyram9F8eZym_e4 LOAD CASE(S) Standard 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-96, 9-16=-186 Concentrated Loads (lb) Vert: 14=-500 10=-777(F) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-16, 1-8=-96, 8-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 10=-828(F) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-16, 1-7=-32, 7-9=-96, 9-16=-186 Concentrated Loads (lb) Vert: 14=-500 10=-777(F) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-16, 1-8=-96, 8-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 10=-828(F) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-16, 1-7=-32, 7-9=-96, 9-16=-186 Concentrated Loads (lb) Vert: 14=-500 10=-777(F) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 1=-250 14=-214 10=-344(F) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-214 10=-344(F) 33=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-214 10=-344(F) 34=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-214 10=-344(F) 35=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 5=-250 14=-214 10=-344(F) 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-214 10=-344(F) 36=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-214 10=-344(F) 37=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-214 10=-344(F) 38=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-214 10=-344(F) 39=-250 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-214 10=-344(F) 40=-250 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104618 Truss FG10 Truss Type FLOOR Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 3RD FLOOR Job Reference (optional) I47547470 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:17 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-6khvaw?bO0bcy6jnnMAM1vf5Pmissyram9F8eZym_e4 LOAD CASE(S) Standard 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 12=-250 14=-214 10=-344(F) 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-214 10=-344(F) 41=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-214 10=-344(F) 42=-250 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-214 10=-344(F) 43=-250 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 16=-250 14=-214 10=-344(F) 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 1=-250 14=-214 10=-344(F) 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 1=-250 14=-214 10=-344(F) 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 2=-250 14=-214 10=-344(F) 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 3=-250 14=-214 10=-344(F) 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 4=-250 14=-214 10=-344(F) 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 6=-250 14=-214 10=-344(F) 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 7=-250 14=-214 10=-344(F) 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 8=-250 14=-214 10=-344(F) 30) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-214 10=-344(F) 9=-250 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-214 10=-594(F=-344) 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 J21104618 Truss FG10 Truss Type FLOOR Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 3RD FLOOR Job Reference (optional) I47547470 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:17 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-6khvaw?bO0bcy6jnnMAM1vf5Pmissyram9F8eZym_e4 LOAD CASE(S) Standard 32) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-214 11=-250 10=-344(F) 33) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-214 13=-250 10=-344(F) 34) 28th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-464 10=-344(F) 35) 29th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 15=-250 14=-214 10=-344(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 J21104618 Truss FG11 Truss Type FLOOR GIRDER Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 3RD FLOOR Job Reference (optional) I47547471 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-WJN2Dx1UhxzBpZSMSUk3fYHe5_kZ3KJ0S7ToFuym_e1 Scale = 1:30.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 27 28 29 30 31 32 33 34 35 36 3x8 MT18HS FP 3x8 MT18HS FP 3x6 6x10 3x6 3x6 FP3x6 FP 8x8 3x6 8x16 6x8 6x8 6x8 6x16 3x6 8x10 10x16 3x6 5x6 6x10 8x10 6x10 6x16 3x6 8x10 10x10 12-4-1212-4-12 13-11-81-6-12 18-0-84-1-0 1-3-0 1-11-8 0-7-8 1-2-0 1-1-0 1-2-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [6:0-4-0,Edge], [10:0-5-8,Edge], [14:0-3-0,Edge], [15:0-3-0,Edge], [18:0-5-0,Edge], [19:0-4-4,Edge], [20:0-3-0,Edge], [21:0-1-8,Edge], [23:0-6-4,Edge], [27:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.57 0.71 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.52 0.07 (loc) 20 19-20 15 l/defl >999 >411 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 185 lb FT = 20%F, 11%E GRIP 197/144 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) *Except* 14-15,13-16,12-16,14-16: 2x4 SP 2400F 2.0E(flat) 6-21,8-19: 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)26=0-5-8, 15=0-3-8 Max Grav 26=1749(LC 1), 15=3029(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-269/12, 14-15=-2970/0, 2-4=-3897/0, 4-5=-7619/0, 5-6=-7598/0, 6-7=-10670/0, 7-8=-10670/0, 8-9=-12166/0, 9-10=-12171/0, 10-12=-9589/0, 12-13=-3735/0, 13-14=-3723/0 BOT CHORD 25-26=0/2210, 23-25=0/5639, 21-23=0/8929, 20-21=0/10670, 19-20=0/10670, 18-19=0/12510, 17-18=0/12527, 16-17=0/7224 WEBS 7-21=-557/0, 8-20=-1125/0, 2-26=-2764/0, 2-25=0/2232, 4-25=-2306/0, 4-23=0/2357, 6-23=-1867/0, 6-21=0/2435, 13-16=-377/0, 12-16=-4365/0, 14-16=0/4683, 8-19=0/2217, 9-19=-382/0, 10-19=-585/0, 10-17=-3588/0, 12-17=0/3224 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 828 lb down at 12-4-12, and 1498 lb down at 12-7-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-26=-16, 1-9=-96, 9-14=-186 Continued on page 2 August 20,2021 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 J21104618 Truss FG11 Truss Type FLOOR GIRDER Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 3RD FLOOR Job Reference (optional) I47547471 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:20 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-WJN2Dx1UhxzBpZSMSUk3fYHe5_kZ3KJ0S7ToFuym_e1 LOAD CASE(S) Concentrated Loads (lb) Vert: 10=-2224(F=-1447, B=-777) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-26=-16, 1-9=-96, 9-14=-186 Concentrated Loads (lb) Vert: 10=-2224(F=-1447, B=-777) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-26=-16, 1-8=-96, 8-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 10=-2326(F=-1498, B=-828) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-9=-96, 9-14=-186 Concentrated Loads (lb) Vert: 10=-2224(F=-1447, B=-777) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-26=-16, 1-8=-96, 8-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 10=-2326(F=-1498, B=-828) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-9=-96, 9-14=-186 Concentrated Loads (lb) Vert: 10=-2224(F=-1447, B=-777) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 1=-250 10=-1106(F=-762, B=-344) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 10=-1106(F=-762, B=-344) 28=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 3=-250 10=-1106(F=-762, B=-344) 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 10=-1106(F=-762, B=-344) 29=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 10=-1106(F=-762, B=-344) 30=-250 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 10=-1106(F=-762, B=-344) 31=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 10=-1106(F=-762, B=-344) 32=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 10=-1106(F=-762, B=-344) 33=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 10=-1106(F=-762, B=-344) 34=-250 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-9=-32, 9-14=-122 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104618 Truss FG11 Truss Type FLOOR GIRDER Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 3RD FLOOR Job Reference (optional) I47547471 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:20 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-WJN2Dx1UhxzBpZSMSUk3fYHe5_kZ3KJ0S7ToFuym_e1 LOAD CASE(S) Concentrated Loads (lb) Vert: 11=-250 10=-1106(F=-762, B=-344) 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 10=-1106(F=-762, B=-344) 35=-250 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 10=-1106(F=-762, B=-344) 36=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 14=-250 10=-1106(F=-762, B=-344) 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 1=-250 10=-1106(F=-762, B=-344) 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 1=-250 10=-1106(F=-762, B=-344) 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 2=-250 10=-1106(F=-762, B=-344) 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 4=-250 10=-1106(F=-762, B=-344) 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 5=-250 10=-1106(F=-762, B=-344) 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 6=-250 10=-1106(F=-762, B=-344) 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 7=-250 10=-1106(F=-762, B=-344) 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 8=-250 10=-1106(F=-762, B=-344) 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 10=-1106(F=-762, B=-344) 9=-250 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 10=-1356(F=-762, B=-344) 30) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 12=-250 10=-1106(F=-762, B=-344) 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-9=-32, 9-14=-122 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104618 Truss FG11 Truss Type FLOOR GIRDER Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 3RD FLOOR Job Reference (optional) I47547471 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:20 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-WJN2Dx1UhxzBpZSMSUk3fYHe5_kZ3KJ0S7ToFuym_e1 LOAD CASE(S) Concentrated Loads (lb) Vert: 13=-250 10=-1106(F=-762, B=-344) 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 J21104618 Truss FG12 Truss Type FLOOR GIRDER Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 3RD FLOOR Job Reference (optional) I47547472 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-TiUoed3kDZDv2tbkZvmXkzM?InSAXAVJvRyvKmym_e? Scale = 1:30.2 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 29 30 31 32 33 34 3x6 FP 3x8 MT18HS FP 3x6 6x10 10x16 3x6 3x6 FP3x6 FP 8x8 3x6 6x16 6x8 6x8 6x10 3x6 6x16 6x10 8x8 6x8 8x8 8x16 3x6 6x10 8-1-88-1-8 9-1-40-11-12 10-1-00-11-12 11-5-81-4-8 13-11-82-6-0 18-0-84-1-0 1-3-0 1-11-8 1-1-12 1-4-4 1-2-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [13:0-3-0,Edge], [15:0-8-0,Edge], [16:0-3-8,Edge], [18:0-4-0,Edge], [19:0-3-0,Edge], [20:0-1-8,Edge], [21:0-6-12,Edge], [25:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.46 0.63 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.47 0.06 (loc) 19 19 14 l/defl >999 >457 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 179 lb FT = 20%F, 11%E GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) *Except* 8-18,9-18,9-16,11-15,13-15: 2x4 SP 2400F 2.0E(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)24=0-3-8, 14=0-3-8 Max Grav 24=1610(LC 1), 14=2690(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-267/15, 13-14=-2628/0, 2-4=-3510/0, 4-5=-6826/0, 5-6=-6824/0, 6-7=-9469/0, 7-8=-9469/0, 8-9=-10586/0, 9-11=-8611/0, 11-12=-3415/0, 12-13=-3416/0 BOT CHORD 23-24=0/2040, 21-23=0/5143, 20-21=0/8020, 19-20=0/9469, 18-19=0/9469, 16-18=0/11051, 15-16=0/6320 WEBS 7-20=-434/0, 8-19=-1053/0, 2-24=-2551/0, 2-23=0/1985, 4-23=-2122/0, 4-21=0/2003, 6-21=-1673/0, 6-20=0/2058, 8-18=0/1753, 9-18=-794/0, 9-16=-3076/0, 12-15=-367/0, 11-15=-3684/0, 13-15=0/4229, 11-16=0/2950 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1829 lb down at 12-7-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-16, 1-32=-96, 13-32=-186 Concentrated Loads (lb) Vert: 9=-1778(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 August 20,2021 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 J21104618 Truss FG12 Truss Type FLOOR GIRDER Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 3RD FLOOR Job Reference (optional) I47547472 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:23 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-xu2Brz4MzsLmg1Aw7cHmGAvA2BoPGdlS85iSsDym_e_ LOAD CASE(S) Standard Uniform Loads (plf) Vert: 14-24=-16, 1-32=-96, 13-32=-186 Concentrated Loads (lb) Vert: 9=-1778(B) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-16, 1-8=-96, 8-32=-32, 13-32=-122 Concentrated Loads (lb) Vert: 9=-1829(B) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-16, 1-7=-32, 7-32=-96, 13-32=-186 Concentrated Loads (lb) Vert: 9=-1778(B) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-16, 1-8=-96, 8-32=-32, 13-32=-122 Concentrated Loads (lb) Vert: 9=-1829(B) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-16, 1-7=-32, 7-32=-96, 13-32=-186 Concentrated Loads (lb) Vert: 9=-1778(B) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-24=-16, 1-32=-32, 13-32=-122 Concentrated Loads (lb) Vert: 1=-250 9=-908(B) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-24=-16, 1-32=-32, 13-32=-122 Concentrated Loads (lb) Vert: 9=-908(B) 26=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-24=-16, 1-32=-32, 13-32=-122 Concentrated Loads (lb) Vert: 3=-250 9=-908(B) 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-24=-16, 1-32=-32, 13-32=-122 Concentrated Loads (lb) Vert: 9=-908(B) 27=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-24=-16, 1-32=-32, 13-32=-122 Concentrated Loads (lb) Vert: 9=-908(B) 28=-250 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-24=-16, 1-32=-32, 13-32=-122 Concentrated Loads (lb) Vert: 9=-908(B) 29=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-24=-16, 1-32=-32, 13-32=-122 Concentrated Loads (lb) Vert: 9=-908(B) 30=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-24=-16, 1-32=-32, 13-32=-122 Concentrated Loads (lb) Vert: 9=-908(B) 31=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-24=-16, 1-32=-32, 13-32=-122 Concentrated Loads (lb) Vert: 10=-250 9=-908(B) 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-24=-16, 1-32=-32, 13-32=-122 Concentrated Loads (lb) Vert: 9=-908(B) 33=-250 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104618 Truss FG12 Truss Type FLOOR GIRDER Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 3RD FLOOR Job Reference (optional) I47547472 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:23 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-xu2Brz4MzsLmg1Aw7cHmGAvA2BoPGdlS85iSsDym_e_ LOAD CASE(S) Standard Uniform Loads (plf) Vert: 14-24=-16, 1-32=-32, 13-32=-122 Concentrated Loads (lb) Vert: 9=-908(B) 34=-250 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-24=-16, 1-32=-32, 13-32=-122 Concentrated Loads (lb) Vert: 13=-250 9=-908(B) 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-24=-16, 1-32=-32, 13-32=-122 Concentrated Loads (lb) Vert: 1=-250 9=-908(B) 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-24=-16, 1-32=-32, 13-32=-122 Concentrated Loads (lb) Vert: 1=-250 9=-908(B) 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-24=-16, 1-32=-32, 13-32=-122 Concentrated Loads (lb) Vert: 2=-250 9=-908(B) 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-24=-16, 1-32=-32, 13-32=-122 Concentrated Loads (lb) Vert: 4=-250 9=-908(B) 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-24=-16, 1-32=-32, 13-32=-122 Concentrated Loads (lb) Vert: 5=-250 9=-908(B) 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-24=-16, 1-32=-32, 13-32=-122 Concentrated Loads (lb) Vert: 6=-250 9=-908(B) 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-24=-16, 1-32=-32, 13-32=-122 Concentrated Loads (lb) Vert: 7=-250 9=-908(B) 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-24=-16, 1-32=-32, 13-32=-122 Concentrated Loads (lb) Vert: 8=-250 9=-908(B) 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-24=-16, 1-32=-32, 13-32=-122 Concentrated Loads (lb) Vert: 9=-1158(B=-908) 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-24=-16, 1-32=-32, 13-32=-122 Concentrated Loads (lb) Vert: 9=-908(B) 11=-250 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-24=-16, 1-32=-32, 13-32=-122 Concentrated Loads (lb) Vert: 9=-908(B) 12=-250 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104618 Truss FG13 Truss Type FLOOR Qty 6 Ply 1 ONYX+EAST - MELANGE - B5 - 3RD FLOOR Job Reference (optional) I47547473 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-P4cZ3J5?kATdHBl7hKo?pOSHSb6_?7JcNlR0Nfym_dz 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 3x8 MT18HS FP 3x8 MT18HS FP 3x6 6x10 6x10 2x4 3x6 3x6 3x6 FP3x6 FP 5x6 3x6 3x6 4x6 6x8 6x8 6x6 6x8 3x6 6x8 6x10 6x8 6x6 6x6 3x6 3x6 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], [23:0-3-0,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 0.74 0.74 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.75 0.09 (loc) 21-22 21-22 16 l/defl >731 >344 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 163 lb FT = 20%F, 11%E GRIP 197/144 244/190 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 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=1419(LC 1), 16=2744(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=-315/0, 2-3=-3112/0, 3-4=-5377/0, 4-6=-5377/0, 6-7=-7506/0, 7-8=-7506/0, 8-9=-8124/0, 9-10=-8213/0, 10-12=-7478/0, 12-13=-7478/0, 13-14=-4942/0 BOT CHORD 26-27=0/1793, 25-26=0/4343, 23-25=0/6390, 22-23=0/7506, 21-22=0/7506, 20-21=0/8369, 18-20=0/8033, 17-18=0/6736, 16-17=0/3254 WEBS 7-23=-562/0, 8-22=-588/0, 2-27=-2242/0, 2-26=0/1746, 3-26=-1628/0, 3-25=0/1341, 4-25=-257/30, 6-25=-1313/0, 6-23=0/1639, 14-16=-4131/0, 14-17=0/2280, 13-17=-2330/0, 13-18=0/963, 12-18=-274/22, 10-18=-719/0, 10-20=0/364, 9-20=-327/40, 9-21=-483/57, 8-21=0/1057 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 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, 10-13=-246, 13-15=-456 August 20,2021 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 J21104618 Truss FG14 Truss Type FLOOR Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 3RD FLOOR Job Reference (optional) I47547474 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-LTkJT?6FGnjLXUvVolrTupXZ_PlZT?Zuq3w7SXym_dx 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 3x8 MT18HS FP 3x16 MT18HS FP 3x6 6x10 6x16 2x4 3x6 3x6 3x6 FP3x6 FP 6x6 3x6 3x6 5x6 6x8 6x8 6x8 6x8 3x6 6x8 6x18 MT18HS 6x8 6x6 6x6 3x6 3x6 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 0.93 0.86 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.86 0.10 (loc) 21-22 21-22 16 l/defl >718 >299 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 172 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 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=1522(LC 1), 16=2999(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-265/24, 15-16=-331/0, 2-3=-3323/0, 3-4=-5860/0, 4-6=-5860/0, 6-7=-8347/0, 7-8=-8347/0, 8-9=-9184/0, 9-10=-9515/0, 10-12=-8898/0, 12-13=-8876/0, 13-14=-5721/0 BOT CHORD 26-27=0/1945, 25-26=0/4716, 23-25=0/7019, 22-23=0/8347, 21-22=0/8347, 20-21=0/9561, 18-20=0/9457, 17-18=0/7837, 16-17=0/3569 WEBS 7-23=-649/0, 8-22=-708/0, 2-27=-2433/0, 2-26=0/1861, 3-26=-1809/0, 3-25=0/1483, 4-25=-265/21, 6-25=-1503/0, 6-23=0/1914, 14-16=-4532/0, 14-17=0/2848, 13-17=-2800/0, 13-18=0/1373, 12-18=-449/0, 10-18=-713/0, 9-21=-658/0, 8-21=0/1341 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 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=-426 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-96, 10-15=-426 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=-362 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 August 20,2021 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 J21104618 Truss FG14 Truss Type FLOOR Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 3RD FLOOR Job Reference (optional) I47547474 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:27 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-pfIhhL7t15rC8eUiMSMiR03kko5oCSo23jgg__ym_dw LOAD CASE(S) Standard Uniform Loads (plf) Vert: 16-27=-16, 1-7=-32, 7-10=-96, 10-15=-426 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=-362 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=-426 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 1=-250 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 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=-219 Concentrated Loads (lb) Vert: 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=-219 Concentrated Loads (lb) Vert: 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=-219 Concentrated Loads (lb) Vert: 5=-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=-219 Concentrated Loads (lb) Vert: 33=-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=-219 Concentrated Loads (lb) Vert: 34=-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=-219 Concentrated Loads (lb) Vert: 35=-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=-219 Concentrated Loads (lb) Vert: 36=-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=-219 Concentrated Loads (lb) Vert: 11=-250 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 37=-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=-219 Concentrated Loads (lb) Vert: 38=-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=-219 Concentrated Loads (lb) Vert: 39=-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=-219 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 J21104618 Truss FG14 Truss Type FLOOR Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 3RD FLOOR Job Reference (optional) I47547474 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:27 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-pfIhhL7t15rC8eUiMSMiR03kko5oCSo23jgg__ym_dw LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 15=-250 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 1=-250 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 1=-250 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 2=-250 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 3=-250 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 4=-250 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 6=-250 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 7=-250 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 8=-250 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 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=-219 Concentrated Loads (lb) Vert: 10=-250 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 12=-250 32) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 13=-250 33) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 14=-250 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104618 Truss FG15 Truss Type FLOOR GIRDER Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 3RD FLOOR Job Reference (optional) I47547475 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-pfIhhL7t15rC8eUiMSMiR03ukoEmCZk23jgg__ym_dw Scale = 1:10.8 1 2 3 4 5 9 8 7 6 10 11 12 13 3x4 4x8 8x8 3x6 3x4 3x6 6x6 3x6 4x6 5-1-05-1-0 0-11-10 1-10-4 0-6-8 1-4-01-4-0Plate Offsets (X,Y)-- [4:0-3-0,0-0-0], [5:0-3-0,Edge], [7:0-1-8,Edge], [8:0-1-8,Edge], [9:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.29 0.29 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.01 (loc) 8 8-9 6 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 35 lb FT = 20%F, 11%E GRIP 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) *Except* 4-7,5-7: 2x4 SP 2400F 2.0E(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 9=Mechanical Max Grav 6=1524(LC 1), 9=1855(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-426/0, 5-6=-1588/0, 2-3=-1196/0, 3-4=-1196/0, 4-5=-1196/0 BOT CHORD 8-9=0/1387, 7-8=0/1196 WEBS 4-7=-1743/0, 5-7=0/2227, 2-9=-2008/0, 2-8=-297/37 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15 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) 659 lb down at 0-7-13, and 948 lb down at 1-3-10, and 930 lb down at 4-4-2 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-9=-16, 1-5=-186 Concentrated Loads (lb) Vert: 4=-907(B) 2=-880(B) 10=-616(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-9=-16, 1-5=-186 Concentrated Loads (lb) Vert: 4=-907(B) 2=-880(B) 10=-616(B) Continued on page 2 August 20,2021 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 J21104618 Truss FG15 Truss Type FLOOR GIRDER Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 3RD FLOOR Job Reference (optional) I47547475 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:27 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-pfIhhL7t15rC8eUiMSMiR03ukoEmCZk23jgg__ym_dw LOAD CASE(S) Standard 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-9=-16, 1-4=-186, 4-5=-122 Concentrated Loads (lb) Vert: 4=-930(B) 2=-880(B) 10=-616(B) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-9=-16, 1-3=-122, 3-5=-186 Concentrated Loads (lb) Vert: 4=-907(B) 2=-948(B) 10=-659(B) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-9=-16, 1-4=-186, 4-5=-122 Concentrated Loads (lb) Vert: 4=-930(B) 2=-880(B) 10=-616(B) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-9=-16, 1-3=-122, 3-5=-186 Concentrated Loads (lb) Vert: 4=-907(B) 2=-948(B) 10=-659(B) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-16, 1-5=-122 Concentrated Loads (lb) Vert: 1=-250 4=-397(B) 2=-388(B) 10=-270(B) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-16, 1-5=-122 Concentrated Loads (lb) Vert: 4=-397(B) 2=-388(B) 10=-520(B=-270) 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-16, 1-5=-122 Concentrated Loads (lb) Vert: 4=-397(B) 2=-388(B) 10=-270(B) 11=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-16, 1-5=-122 Concentrated Loads (lb) Vert: 4=-397(B) 2=-388(B) 10=-270(B) 12=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-16, 1-5=-122 Concentrated Loads (lb) Vert: 4=-397(B) 2=-388(B) 10=-270(B) 13=-250 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-16, 1-5=-122 Concentrated Loads (lb) Vert: 5=-250 4=-397(B) 2=-388(B) 10=-270(B) 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-16, 1-5=-122 Concentrated Loads (lb) Vert: 4=-397(B) 2=-638(B=-388) 10=-270(B) 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-16, 1-5=-122 Concentrated Loads (lb) Vert: 3=-250 4=-397(B) 2=-388(B) 10=-270(B) 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-16, 1-5=-122 Concentrated Loads (lb) Vert: 4=-647(B=-397) 2=-388(B) 10=-270(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104618 Truss FG16 Truss Type FLOOR GIRDER Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 3RD FLOOR Job Reference (optional) I47547476 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-Hss4ug8VoP_2mo3uwAtxzEc5UCe1x3yBINPDWQym_dv 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=854(LC 1), 4=854(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-841/0, 3-4=-841/0, 1-2=-834/0, 2-3=-834/0 WEBS 2-5=-1215/0, 1-5=0/1039, 3-5=0/1039 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 591 lb down at 1-8-2 on top chord. The design/selection of such connection device(s) is the responsibility of others. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-6=-16, 1-3=-346(F=-250) Concentrated Loads (lb) Vert: 2=-591(B) August 20,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths