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HomeMy WebLinkAboutI47547439.J2110461716023 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: I47547439 thru I47547460 My license renewal date for the state of Indiana is July 31, 2022. J21104617 ONYX+EAST - MELANGE - B5 - 2ND 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 J21104617 Truss F01 Truss Type Floor Qty 33 Ply 1 ONYX+EAST - MELANGE - B5 - 2ND FLOOR Job Reference (optional) I47547439 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:01:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-hdywqGYO6fws0QOf640h16dl?s1ChGR7FvnhrCym_ef 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 J21104617 Truss F01A Truss Type Floor Qty 12 Ply 1 ONYX+EAST - MELANGE - B5 - 2ND FLOOR Job Reference (optional) I47547440 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:01:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-d?4hEyaedGBaFjY2EV296Xi5SfiV99mQjDGov5ym_ed Scale = 1:35.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 27 28 29 30 31 32 33 34 35 36 37 3x8 MT18HS FP 2x4 2x4 3x4 3x6 FP 4x6 2x4 2x4 3x4 4x6 4x6 4x6 4x6 4x6 2x4 4x6 4x6 4x6 4x6 4x6 4x6 2x4 3x4 3x4 3x4 3x4 -0-5-8 0-5-8 2-5-0 2-5-0 7-6-8 5-1-8 7-8-0 0-1-8 8-7-12 0-11-12 9-7-8 0-11-12 11-0-0 1-4-8 13-6-0 2-6-0 18-7-8 5-1-8 21-4-8 2-9-0 0-11-0 1-3-0 1-11-8 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [6:0-1-8,Edge], [7:0-1-8,Edge], [14:0-1-8,Edge], [15:Edge,0-1-8], [20:0-1-8,0-0-0], [21:0-1-8,Edge], [26:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.71 0.97 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.77 0.10 (loc) 19-20 19-20 15 l/defl >695 >329 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 105 lb FT = 20%F, 11%E GRIP 197/144 244/190 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 20-21,19-20. REACTIONS. (size)25=Mechanical, 15=0-5-8 Max Grav 25=1182(LC 1), 15=1176(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 14-15=-262/31, 2-3=-1978/0, 3-4=-3638/0, 4-5=-3638/0, 5-6=-4937/0, 6-7=-4937/0, 7-8=-5116/0, 8-9=-4769/0, 9-11=-3824/0, 11-12=-3824/0, 12-13=-2222/0, 1-25=-254/54 BOT CHORD 24-25=0/998, 23-24=0/2894, 21-23=0/4271, 20-21=0/4937, 19-20=0/4937, 18-19=0/5108, 17-18=0/4404, 16-17=0/3116, 15-16=0/1280 WEBS 6-21=-445/0, 7-20=-321/15, 2-25=-1529/0, 2-24=0/1362, 3-24=-1275/0, 3-23=0/1011, 4-23=-280/28, 5-23=-861/0, 5-21=0/1075, 13-15=-1702/0, 13-16=0/1310, 12-16=-1245/0, 12-17=0/962, 11-17=-272/46, 9-17=-788/0, 9-18=0/508, 8-18=-471/0, 7-19=-186/464 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 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 J21104617 Truss F02 Truss Type Floor Qty 5 Ply 1 ONYX+EAST - MELANGE - B5 - 2ND FLOOR Job Reference (optional) I47547441 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:01:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-6Ce3SIbHOaJRtt7EnDZOflFKn36iugmZxt0LSXym_ec Scale = 1:36.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 27 28 29 30 31 32 33 34 35 36 37 38 39 40 3x6 FP 3x6 3x4 2x4 2x4 3x6 FP 3x4 2x4 2x4 3x4 3x12 3x4 3x4 3x4 3x6 2x4 3x4 3x6 3x4 3x4 3x4 3x6 2x4 3x4 3x6 4x6 4x6 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 13-10-4 2-4-12 13-11-8 0-1-4 19-1-0 5-1-8 21-10-0 2-9-0 1-3-0 1-11-8 1-0-4 1-2-12 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], [15:0-1-8,Edge], [21:0-1-8,0-0-0], [22:0-1-8,Edge], [27:0-1-8,0-1-8], [28:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.48 0.72 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.33 0.03 (loc) 22-24 22-24 16 l/defl >999 >502 n/a L/d 480 240 n/a PLATES MT20 Weight: 103 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20,18-19. REACTIONS. (size)26=0-5-8, 16=0-5-8, 19=0-5-8 Max Grav 26=732(LC 3), 16=411(LC 7), 19=1302(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-263/27, 15-16=-261/32, 2-3=-1278/0, 3-4=-1952/0, 4-5=-1952/0, 5-6=-1743/0, 6-7=-1743/0, 7-8=-983/0, 8-9=-78/553, 9-10=-77/553, 10-12=-550/99, 12-13=-550/99, 13-14=-566/0 BOT CHORD 25-26=0/804, 24-25=0/1723, 22-24=0/2010, 21-22=0/1743, 20-21=0/1743, 19-20=-73/432, 18-19=-301/294, 17-18=0/668, 16-17=0/413 WEBS 7-21=0/303, 2-26=-1047/0, 2-25=0/660, 3-25=-618/0, 3-24=-10/399, 5-22=-445/0, 14-16=-548/0, 14-17=-2/253, 13-18=-301/24, 12-18=-275/40, 10-18=0/447, 10-19=-650/0, 8-20=0/859, 7-20=-1056/0, 9-19=-306/32, 8-19=-942/0 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 J21104617 Truss F02A Truss Type Floor Qty 1 Ply 1 ONYX+EAST - MELANGE - B5 - 2ND FLOOR Job Reference (optional) I47547442 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:01:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-2alptzcXwBZ96BGdvebskAKhvtp_MaZsPBVSWQym_ea Scale = 1:35.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 27 28 29 30 31 32 33 34 35 36 37 38 39 3x6 FP 2x4 2x4 3x4 3x6 FP 3x4 2x4 2x4 3x4 3x6 3x6 3x6 3x4 3x6 2x4 3x4 3x6 3x4 3x4 3x4 3x6 2x4 3x4 3x6 4x6 4x6 3x4 -0-5-8 0-5-8 2-5-0 2-5-0 7-6-8 5-1-8 7-8-0 0-1-8 8-7-12 0-11-12 9-7-8 0-11-12 11-0-0 1-4-8 13-4-12 2-4-12 13-6-0 0-1-4 18-7-8 5-1-8 21-4-8 2-9-0 0-11-0 1-3-0 1-11-8 1-0-4 1-2-12 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], [15:0-1-8,Edge], [21:0-1-8,0-0-0], [22:0-1-8,Edge], [27:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.44 0.67 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.29 0.03 (loc) 22-24 22-24 16 l/defl >999 >545 n/a L/d 480 240 n/a PLATES MT20 Weight: 100 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20,18-19. REACTIONS. (size)26=Mechanical, 16=0-5-8, 19=0-5-8 Max Grav 26=718(LC 3), 16=416(LC 7), 19=1273(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 15-16=-261/32, 2-3=-1089/0, 3-4=-1814/0, 4-5=-1814/0, 5-6=-1679/0, 6-7=-1679/0, 7-8=-966/0, 8-9=-106/542, 9-10=-106/542, 10-12=-572/91, 12-13=-572/91, 13-14=-576/0, 1-26=-254/54 BOT CHORD 25-26=0/593, 24-25=0/1558, 22-24=0/1900, 21-22=0/1679, 20-21=0/1679, 19-20=-70/449, 18-19=-291/321, 17-18=0/684, 16-17=0/419 WEBS 7-21=0/279, 2-26=-908/0, 2-25=0/690, 3-25=-652/0, 3-24=0/423, 5-24=-269/112, 5-22=-403/2, 14-16=-556/0, 14-17=0/256, 13-18=-298/27, 12-18=-275/40, 10-18=0/444, 10-19=-647/0, 8-20=0/818, 7-20=-994/0, 9-19=-304/35, 8-19=-917/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 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 J21104617 Truss F03 Truss Type Floor Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 2ND FLOOR Job Reference (optional) I47547443 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:01:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-2alptzcXwBZ96BGdvebskAKZ9tmzMcrsPBVSWQym_ea Scale = 1:19.1 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 21 22 3x6 3x4 3x4 3x6 3x4 2x4 2x4 3x4 3x12 3x4 3x4 3x4 3x6 2x4 3x4 2-10-82-10-8 8-0-05-1-8 8-1-80-1-8 9-1-40-11-12 10-1-00-11-12 11-7-01-6-0 1-3-0 1-11-8 1-1-8 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], [10:0-1-8,0-0-0], [11:0-1-8,Edge], [15:0-1-8,0-1-8] 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 0.94 0.86 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.43 0.02 (loc) 11-12 11-12 9 l/defl >672 >317 n/a L/d 480 240 n/a PLATES MT20 Weight: 56 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=Mechanical, 14=0-5-8 Max Grav 9=631(LC 1), 14=625(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-262/27, 2-3=-1037/0, 3-4=-1498/0, 4-5=-1498/0, 5-6=-959/0, 6-7=-959/0 BOT CHORD 13-14=0/674, 12-13=0/1379, 11-12=0/1419, 10-11=0/959, 9-10=0/959 WEBS 6-11=0/251, 7-10=0/385, 2-14=-878/0, 2-13=0/504, 3-13=-476/0, 3-12=-91/292, 5-12=-89/257, 5-11=-638/0, 7-9=-1304/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 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 J21104617 Truss F04 Truss Type FLOOR Qty 6 Ply 1 ONYX+EAST - MELANGE - B5 - 2ND FLOOR Job Reference (optional) I47547444 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:01:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-WnJB4Jd9hVh0kLrpTL75HNts9HB45?C0erE?2sym_eZ 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], [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 0.41 0.55 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.22 0.02 (loc) 13-14 13-14 10 l/defl >999 >665 n/a L/d 480 240 n/a PLATES MT20 Weight: 78 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, 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=-268/21, 9-10=-948/0, 2-3=-1681/0, 3-4=-2635/0, 4-5=-2616/0, 5-6=-2032/0, 6-7=-2032/0, 7-8=-785/0, 8-9=-787/0 BOT CHORD 15-16=0/1074, 14-15=0/2281, 13-14=0/2507, 12-13=0/2032, 11-12=0/2032 WEBS 7-12=0/827, 2-16=-1400/0, 2-15=0/844, 3-15=-833/0, 3-14=0/470, 4-14=-267/47, 5-14=-29/282, 5-13=-674/0, 7-11=-1764/0, 9-11=0/1169 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 J21104617 Truss F04A Truss Type FLOOR Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 2ND FLOOR Job Reference (optional) I47547445 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:01:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-_ztaIfenSoptLVQ003eKpbP?9gV6qVC9sV_YbIym_eY 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 J21104617 Truss F05 Truss Type Floor Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 2ND FLOOR Job Reference (optional) I47547446 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:01:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-S9RyV?fPD6xkze?Cam9ZMoyBC4xDZ_9I59j67kym_eX Scale = 1:15.7 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 3x4 2x4 3x6 2x4 3x4 3x4 3x4 3x6 2x4 3x4 4x6 4x6 0-7-80-7-8 3-3-02-7-8 5-9-02-6-0 8-6-02-9-0 0-4-8 1-3-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [6:0-1-8,Edge], [11:Edge,0-1-8], [12:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.50 0.25 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.01 (loc) 9 8-9 7 l/defl >999 >999 n/a L/d 480 240 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) 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)11=Mechanical, 7=0-5-8 Max Grav 11=462(LC 1), 7=456(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-470/0, 6-7=-261/32, 2-3=-742/0, 3-4=-742/0, 4-5=-663/0 BOT CHORD 9-10=0/544, 8-9=0/813, 7-8=0/464 WEBS 5-7=-615/0, 5-8=0/328, 4-8=-262/0, 3-9=-270/46, 2-9=0/364, 2-10=-525/0, 1-10=0/434 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 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 J21104617 Truss F06 Truss Type Floor Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 2ND FLOOR Job Reference (optional) I47547447 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:01:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-wM?KiLf1_Q3bboaO8Tgou0VICU6oIR3SKpTffBym_eW Scale = 1:15.2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 3x4 3x4 3x4 2x4 2x4 3x4 4x6 4x6 3x4 3x6 2x4 3x4 3x6 0-8-00-8-0 5-9-85-1-8 5-11-00-1-8 6-10-120-11-12 7-10-80-11-12 9-3-01-4-8 0-5-0 1-3-0 1-11-8 1-0-0 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [5:0-1-8,Edge], [6:0-1-8,Edge], [9:0-1-8,0-0-0], [10:0-1-8,Edge], [13: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 0.74 0.93 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.29 0.01 (loc) 10-11 10-11 8 l/defl >802 >379 n/a L/d 480 240 n/a PLATES MT20 Weight: 45 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) *Except* 1-13,7-8: 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, Except: 2-2-0 oc bracing: 9-10. REACTIONS. (size)13=0-3-8, 8=0-5-8 Max Grav 13=504(LC 1), 8=504(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-876/0, 3-4=-876/0, 4-5=-685/0, 5-6=-685/0, 1-13=-487/0 BOT CHORD 11-12=0/623, 10-11=0/939, 9-10=0/685, 8-9=0/685 WEBS 6-9=0/265, 1-12=0/458, 2-12=-607/0, 2-11=0/409, 4-10=-458/0, 6-8=-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 J21104617 Truss F07 Truss Type Floor Qty 21 Ply 1 ONYX+EAST - MELANGE - B5 - 2ND FLOOR Job Reference (optional) I47547448 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:01:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-OYZiwhggljBRCy9aiBB1RD1ahugw1w5bYTCDBdym_eV Scale = 1:9.41234 7 6 5 8 9 10 11 12 2x4 2x4 3x4 3x4 3x6 3x6 3x4 3x4 1-0-0 1-0-0 1-1-8 0-1-8 1-3-0 0-1-8 3-3-6 2-0-6 0-9-0 0-6-6 1-3-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [8:0-1-8,0-1-0] 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-P 0.31 0.04 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 22 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 3-3-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 6=0-5-8 Max Uplift 5=-168(LC 7) Max Grav 5=197(LC 11), 6=761(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-268/0, 1-2=0/351, 2-3=0/351 WEBS 2-6=-275/56, 1-6=-574/0, 3-5=0/300, 3-6=-325/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=168. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-16, 1-4=-96 Concentrated Loads (lb) Vert: 1=-200 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-16, 1-4=-96 Concentrated Loads (lb) Vert: 1=-200 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-16, 1-2=-96, 2-4=-32 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 J21104617 Truss F07 Truss Type Floor Qty 21 Ply 1 ONYX+EAST - MELANGE - B5 - 2ND FLOOR Job Reference (optional) I47547448 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:01:50 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-OYZiwhggljBRCy9aiBB1RD1ahugw1w5bYTCDBdym_eV LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-200 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-16, 1-2=-32, 2-4=-96 Concentrated Loads (lb) Vert: 1=-200 5) 3rd unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-16, 1-2=-96, 2-4=-32 Concentrated Loads (lb) Vert: 1=-200 6) 4th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-16, 1-2=-32, 2-4=-96 Concentrated Loads (lb) Vert: 1=-200 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-16, 1-4=-32 Concentrated Loads (lb) Vert: 1=-450 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-16, 1-4=-32 Concentrated Loads (lb) Vert: 1=-200 10=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-16, 1-4=-32 Concentrated Loads (lb) Vert: 1=-200 11=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-16, 1-4=-32 Concentrated Loads (lb) Vert: 1=-200 12=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-16, 1-4=-32 Concentrated Loads (lb) Vert: 1=-200 4=-250 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-16, 1-4=-32 Concentrated Loads (lb) Vert: 1=-200 2=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-16, 1-4=-32 Concentrated Loads (lb) Vert: 1=-200 3=-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 J21104617 Truss F08 Truss Type Floor Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 2ND FLOOR Job Reference (optional) I47547449 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:01:51 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-tk7471hIW1JIq6knFuiGzRalFI0dmO0ln7ymk3ym_eU Scale = 1:9.512 4 3 5 6 3x4 3x6 3x4 3x12 3x6 1-5-01-5-0 0-9-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [5:0-1-8,0-1-8] 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-P 0.26 0.01 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 4 4 l/defl **** >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 13 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 1-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=0-5-8 Max Grav 3=276(LC 5), 4=260(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-267/0, 2-3=-268/0 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 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 J21104617 Truss FE01 Truss Type Floor Supported Gable Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 2ND FLOOR Job Reference (optional) I47547450 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:01:51 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-tk7471hIW1JIq6knFuiGzRamgI0wmOGln7ymk3ym_eU 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 J21104617 Truss FG01 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE - B5 - 2ND FLOOR Job Reference (optional) I47547451 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:01:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-p7ErYjiY2eZ03Qt9NJlk3rf?Z5VAE8i1FQRtoyym_eS Scale = 1:36.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 27 28 29 30 31 32 3334 35 36 37 38 39 40 41 3x16 MT18HS FP 3x6 2x4 3x6 3x6 3x6 FP3x6 FP 4x6 3x6 2x4 3x6 4x10 5x6 4x6 4x6 4x6 3x6 5x6 4x8 6x6 4x6 5x6 4x6 3x6 3x6 3x4 3x6 3x4 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 1-4-01-4-0Plate Offsets (X,Y)-- [16:Edge,0-1-8], [21:0-1-8,0-0-0], [22:0-1-8,Edge], [26:Edge,0-1-8], [27:0-1-8,0-1-8], [28:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.59 0.84 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.44 -0.59 0.10 (loc) 20-21 20-21 16 l/defl >585 >437 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 121 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)26=0-5-8, 16=0-5-8 Max Grav 26=1173(LC 1), 16=1172(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-274/10, 15-16=-263/26, 2-3=-2170/0, 3-4=-3554/0, 4-6=-3554/0, 6-7=-4772/0, 7-8=-4772/0, 8-9=-5085/0, 9-10=-4963/0, 10-12=-4001/0, 12-13=-4001/0, 13-14=-2320/0 BOT CHORD 25-26=0/1381, 24-25=0/2901, 22-24=0/4052, 21-22=0/4772, 20-21=0/4772, 19-20=0/5281, 18-19=0/4609, 17-18=0/3253, 16-17=0/1336 WEBS 7-22=-577/46, 2-26=-1762/0, 2-25=0/1071, 3-25=-992/0, 3-24=0/866, 6-24=-662/0, 6-22=-6/1078, 14-16=-1737/0, 14-17=0/1334, 13-17=-1266/0, 13-18=0/992, 12-18=-263/33, 10-18=-807/31, 10-19=-119/504, 9-19=-449/176, 9-20=-355/40, 8-20=0/525 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. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 253 lb down at 1-6-12, 79 lb up at 3-0-3, 79 lb up at 4-7-6, 79 lb up at 6-2-9, 79 lb up at 7-9-12, 79 lb up at 9-4-15, 79 lb up at 11-0-2, and 79 lb up at 12-7-5, and 253 lb down at 13-2-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-26=-16, 1-15=-96 Concentrated Loads (lb) Vert: 5=65(B) 7=65(B) 2=-202(B) 9=65(B) 30=65(B) 31=65(B) 34=65(B) 35=65(B) 37=-202(B) 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 J21104617 Truss FG01A Truss Type FLOOR Qty 1 Ply 1 ONYX+EAST - MELANGE - B5 - 2ND FLOOR Job Reference (optional) I47547452 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:01:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-DiwzAklQKZxbwtck2RIRgUHWJJWdRVgUxOfXPHym_eP Scale = 1:35.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 27 28 2930 31 32 33 34 35 36 37 38 39 40 3x16 MT18HS FP 2x4 3x6 3x6 3x6 FP3x6 FP 4x6 3x6 2x4 4x6 4x6 5x6 4x6 5x6 4x6 3x6 6x6 4x8 6x6 4x6 5x6 4x6 3x6 3x6 3x4 3x6 3x4 -0-5-80-5-8 7-8-07-8-0 8-7-120-11-12 9-7-80-11-12 21-4-811-9-0 0-11-0 1-3-0 1-11-8 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [8:0-3-0,Edge], [16:Edge,0-1-8], [21:0-1-8,0-0-0], [22:0-1-8,Edge], [27:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.62 0.85 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.41 -0.57 0.10 (loc) 20-21 20-21 16 l/defl >611 >446 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 119 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)26=Mechanical, 16=0-5-8 Max Grav 26=1169(LC 1), 16=1151(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 15-16=-263/26, 2-3=-1752/0, 3-4=-3219/0, 4-6=-3219/0, 6-7=-4556/0, 7-8=-4556/0, 8-9=-4930/0, 9-10=-4840/0, 10-12=-3909/0, 12-13=-3909/0, 13-14=-2271/0, 1-26=-288/17 BOT CHORD 25-26=0/934, 24-25=0/2513, 22-24=0/3729, 21-22=0/4556, 20-21=0/4556, 19-20=0/5172, 18-19=0/4472, 17-18=0/3182, 16-17=0/1311 WEBS 7-22=-637/0, 2-26=-1388/0, 2-25=0/1109, 3-25=-1033/0, 3-24=0/938, 6-24=-677/22, 6-22=0/1188, 14-16=-1704/0, 14-17=0/1302, 13-17=-1235/0, 13-18=0/966, 12-18=-264/32, 10-18=-747/23, 10-19=-109/527, 9-19=-472/165, 9-20=-426/0, 8-20=0/597 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 257 lb down at 1-1-4, 144 lb up at 2-6-11, 144 lb up at 4-1-14, 144 lb up at 5-9-1, 144 lb up at 7-4-4, 144 lb up at 8-11-7, 144 lb up at 10-6-10, and 144 lb up at 12-1-13, and 253 lb down at 12-8-12 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: 16-26=-16, 1-15=-96 Concentrated Loads (lb) Vert: 5=65(B) 3=65(B) 9=-202(B) 28=-215(B) 29=65(B) 32=65(B) 33=65(B) 34=65(B) 36=65(B) 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 J21104617 Truss FG02 Truss Type FLOOR Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 2ND FLOOR Job Reference (optional) I47547453 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-6T9U06oxOoS1PUwVHHNNrKSBQwuONJe3s0dkY2ym_eL Scale = 1:36.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 29 28 27 26 25 24 23 22 21 20 19 18 17 30 31 32 33 34 35 36 37 38 39 40 41 42 3x8 MT18HS FP 3x8 MT18HS FP 3x6 6x10 2x4 3x6 3x6 3x6 FP3x6 FP 8x8 3x6 6x16 6x10 6x10 6x10 8x16 3x6 6x10 7x16 MT18HS 8x10 6x8 10x10 3x4 3x6 8x16 5x6 3x12 6x8 6x8 8x8 6x8 8-1-88-1-8 9-1-40-11-12 10-1-00-11-12 11-8-121-7-12 13-11-82-2-12 19-1-05-1-8 21-10-02-9-0 1-3-0 1-11-8 1-4-0 0-9-8 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [15:0-8-0,Edge], [22:0-4-0,Edge], [23:0-8-0,Edge], [24:0-3-0,Edge], [25:0-1-8,Edge], [27:0-8-0,Edge], [30:0-1-8,0-1-8], [31:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.68 0.80 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.85 0.11 (loc) 23-24 23-24 17 l/defl >937 >302 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 223 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* 2-29,2-28,3-28,3-27: 2x4 SPF No.2(flat) 15-17,15-18,14-18,14-20: 2x4 SP 2400F 2.0E(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)29=0-5-8, 17=0-5-8 Max Grav 29=1849(LC 1), 17=2699(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-29=-269/19, 16-17=-316/0, 2-3=-4182/0, 3-4=-7932/0, 4-6=-7925/0, 6-7=-11523/0, 7-8=-11523/0, 8-9=-13383/0, 9-10=-13421/0, 10-11=-12376/0, 11-13=-10342/0, 13-14=-10342/0, 14-15=-5789/0 BOT CHORD 28-29=0/2366, 27-28=0/6047, 25-27=0/9607, 24-25=0/11523, 23-24=0/11523, 22-23=0/13150, 20-22=0/11651, 18-20=0/8588, 17-18=0/3582 WEBS 7-25=-627/0, 8-24=-1170/0, 2-29=-2959/0, 2-28=0/2402, 3-28=-2467/0, 3-27=0/2349, 4-27=-265/23, 15-17=-4424/0, 15-18=0/3125, 14-18=-3620/0, 13-20=-287/5, 9-23=-1015/0, 6-27=-2171/0, 6-25=0/2616, 8-23=0/2524, 10-23=-243/505, 10-22=-1011/0, 11-22=0/935, 11-20=-1659/0, 14-20=0/2231 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) 809 lb down at 11-8-12 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: 17-29=-16, 1-9=-96, 9-16=-186 Concentrated Loads (lb) Vert: 14=-500 9=-758(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 J21104617 Truss FG02 Truss Type FLOOR Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 2ND FLOOR Job Reference (optional) I47547453 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:00 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-6T9U06oxOoS1PUwVHHNNrKSBQwuONJe3s0dkY2ym_eL LOAD CASE(S) Standard 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-96, 9-16=-186 Concentrated Loads (lb) Vert: 14=-500 9=-758(F) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-8=-96, 8-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-809(F) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-7=-32, 7-9=-96, 9-16=-186 Concentrated Loads (lb) Vert: 14=-500 9=-758(F) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-8=-96, 8-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-809(F) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-7=-32, 7-9=-96, 9-16=-186 Concentrated Loads (lb) Vert: 14=-500 9=-758(F) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 1=-250 14=-500 9=-336(F) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-336(F) 32=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-336(F) 33=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-336(F) 34=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 5=-250 14=-500 9=-336(F) 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-336(F) 35=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-336(F) 36=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-336(F) 37=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-336(F) 38=-250 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-336(F) 39=-250 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104617 Truss FG02 Truss Type FLOOR Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 2ND FLOOR Job Reference (optional) I47547453 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:01 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-afjsESpZ96au1eVir?ucNX?MAKEd6mtD4gNI4Uym_eK LOAD CASE(S) Standard 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 12=-250 14=-500 9=-336(F) 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-336(F) 40=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-336(F) 41=-250 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-336(F) 42=-250 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 16=-250 14=-500 9=-336(F) 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 1=-250 14=-500 9=-336(F) 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 1=-250 14=-500 9=-336(F) 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 2=-250 14=-500 9=-336(F) 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 3=-250 14=-500 9=-336(F) 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 4=-250 14=-500 9=-336(F) 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-336(F) 6=-250 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 7=-250 14=-500 9=-336(F) 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 8=-250 14=-500 9=-336(F) 30) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-586(F=-336) 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-336(F) 10=-250 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 J21104617 Truss FG02 Truss Type FLOOR Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 2ND FLOOR Job Reference (optional) I47547453 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:01 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-afjsESpZ96au1eVir?ucNX?MAKEd6mtD4gNI4Uym_eK LOAD CASE(S) Standard 32) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-336(F) 11=-250 33) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 13=-250 9=-336(F) 34) 28th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-750 9=-336(F) 35) 29th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 15=-250 14=-500 9=-336(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 J21104617 Truss FG03 Truss Type FLOOR GIRDER Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 2ND FLOOR Job Reference (optional) I47547454 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-W2rde7qphjqbGye4yQw4Ty4jR7xzaeqWY_sP9Nym_eI Scale = 1:30.2 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 3x8 MT18HS FP 3x8 MT18HS FP 3x6 6x10 10x16 3x6 3x6 FP3x6 FP 10x10 3x6 8x16 6x8 6x8 6x8 6x16 3x6 8x10 8x16 8x14 MT18HS 3x6 5x6 8x16 8x10 6x8 11-8-1211-8-12 13-11-82-2-12 18-0-84-1-0 1-3-0 1-11-8 1-4-0 0-8-4 1-4-4 1-2-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [6:0-3-12,Edge], [14:0-3-0,Edge], [16:0-7-0,Edge], [17:0-4-8,Edge], [18:0-8-0,Edge], [19:0-3-0,Edge], [20:0-1-8,Edge], [22:0-6-0,Edge], [26:0-1-8,0-1-8] 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 0.63 0.75 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.54 0.07 (loc) 19 18-19 15 l/defl >999 >395 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 183 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) 6-20,8-18,12-17: 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)25=0-5-8, 15=0-3-8 Max Grav 25=1800(LC 1), 15=3017(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-269/12, 14-15=-2947/0, 2-4=-4022/0, 4-5=-7887/0, 5-6=-7866/0, 6-7=-11102/0, 7-8=-11102/0, 8-9=-12806/0, 9-10=-12851/0, 10-12=-9868/0, 12-13=-3846/0, 13-14=-3847/0 BOT CHORD 24-25=0/2277, 22-24=0/5826, 20-22=0/9263, 19-20=0/11102, 18-19=0/11102, 17-18=0/12593, 16-17=0/7196 WEBS 7-20=-578/0, 8-19=-1124/0, 2-25=-2847/0, 2-24=0/2310, 4-24=-2387/0, 4-22=0/2454, 6-22=-1959/0, 6-20=0/2556, 8-18=0/2407, 13-16=-361/0, 9-18=-1030/0, 12-16=-4248/0, 14-16=0/4762, 12-17=0/3441, 10-17=-3466/0, 10-18=-105/390 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) 809 lb down at 11-8-12, and 1575 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: 15-25=-16, 1-9=-96, 9-14=-186 Concentrated Loads (lb) Vert: 9=-758(B) 10=-1524(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 J21104617 Truss FG03 Truss Type FLOOR GIRDER Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 2ND FLOOR Job Reference (optional) I47547454 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:03 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-W2rde7qphjqbGye4yQw4Ty4jR7xzaeqWY_sP9Nym_eI LOAD CASE(S) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-25=-16, 1-9=-96, 9-14=-186 Concentrated Loads (lb) Vert: 9=-758(B) 10=-1524(F) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-25=-16, 1-8=-96, 8-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 9=-809(B) 10=-1575(F) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-25=-16, 1-7=-32, 7-9=-96, 9-14=-186 Concentrated Loads (lb) Vert: 9=-758(B) 10=-1524(F) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-25=-16, 1-8=-96, 8-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 9=-809(B) 10=-1575(F) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-25=-16, 1-7=-32, 7-9=-96, 9-14=-186 Concentrated Loads (lb) Vert: 9=-758(B) 10=-1524(F) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 1=-250 9=-336(B) 10=-795(F) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 9=-336(B) 10=-795(F) 27=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 3=-250 9=-336(B) 10=-795(F) 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 9=-336(B) 10=-795(F) 28=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 9=-336(B) 10=-795(F) 29=-250 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 9=-336(B) 10=-795(F) 30=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 9=-336(B) 10=-795(F) 31=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 9=-336(B) 10=-795(F) 32=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 9=-336(B) 10=-795(F) 33=-250 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 11=-250 9=-336(B) 10=-795(F) Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104617 Truss FG03 Truss Type FLOOR GIRDER Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 2ND FLOOR Job Reference (optional) I47547454 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:03 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-W2rde7qphjqbGye4yQw4Ty4jR7xzaeqWY_sP9Nym_eI LOAD CASE(S) 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 9=-336(B) 10=-795(F) 34=-250 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 9=-336(B) 10=-795(F) 35=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 14=-250 9=-336(B) 10=-795(F) 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 1=-250 9=-336(B) 10=-795(F) 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 1=-250 9=-336(B) 10=-795(F) 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 2=-250 9=-336(B) 10=-795(F) 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 4=-250 9=-336(B) 10=-795(F) 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 5=-250 9=-336(B) 10=-795(F) 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 6=-250 9=-336(B) 10=-795(F) 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 7=-250 9=-336(B) 10=-795(F) 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 8=-250 9=-336(B) 10=-795(F) 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 9=-586(B=-336) 10=-795(F) 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 9=-336(B) 10=-1045(F=-795) 30) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 9=-336(B) 12=-250 10=-795(F) 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-16, 1-9=-32, 9-14=-122 Concentrated Loads (lb) Vert: 13=-250 9=-336(B) 10=-795(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 J21104617 Truss FG04 Truss Type FLOOR GIRDER Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 2ND FLOOR Job Reference (optional) I47547455 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-SRzN3ps4DK4JWGoT4qyYYN93oxa_2a1p?ILVDFym_eG 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 3x16 MT18HS FP 2x4 SP 3x6 6x10 8x10 3x6 3x6 FP3x6 FP 8x8 3x6 3x6 6x6 8x10 8x10 6x10 6x10 3x6 8x8 6x8 6x6 8x10 8x16 3x6 5x6 8x10 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)-- [6:0-2-12,Edge], [8:0-1-8,Edge], [13:0-3-0,Edge], [19:0-3-0,0-0-0], [20:0-1-8,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 0.64 0.90 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.54 0.08 (loc) 19 18-19 14 l/defl >999 >390 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 138 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 SPF No.2(flat) *Except* 24-25,1-24,13-14,7-20,8-19,5-21,9-18,9-16,12-15: 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)24=0-5-8, 14=0-3-8 Max Grav 24=1588(LC 1), 14=2636(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-268/12, 13-14=-2610/0, 2-4=-3528/0, 4-5=-6186/0, 5-6=-6186/0, 6-7=-8877/0, 7-8=-8877/0, 8-9=-9841/0, 9-11=-8038/0, 11-12=-3199/0, 12-13=-3200/0 BOT CHORD 23-24=0/2015, 21-23=0/4944, 20-21=0/7393, 19-20=0/8877, 18-19=0/8877, 16-18=0/10315, 15-16=0/5887 WEBS 7-20=-810/0, 8-19=-719/0, 2-24=-2520/0, 2-23=0/2002, 4-23=-1873/0, 4-21=0/1611, 5-21=-284/3, 6-21=-1565/0, 6-20=0/2170, 8-18=0/1560, 9-18=-839/0, 9-16=-2933/0, 12-15=-380/0, 13-15=0/4047, 11-16=0/2840, 11-15=-3488/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) The Fabrication Tolerance at joint 17 = 11% 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1753 lb down at 12-7-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-16, 1-32=-96, 13-32=-186 Concentrated Loads (lb) Vert: 9=-1702(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 J21104617 Truss FG04 Truss Type FLOOR GIRDER Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 2ND FLOOR Job Reference (optional) I47547455 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:05 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-SRzN3ps4DK4JWGoT4qyYYN93oxa_2a1p?ILVDFym_eG LOAD CASE(S) Standard 2) Dead: 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=-1702(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=-1753(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=-1702(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=-1753(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=-1702(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=-875(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=-875(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=-875(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=-875(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=-875(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=-875(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=-875(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=-875(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=-875(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=-875(B) 33=-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 J21104617 Truss FG04 Truss Type FLOOR GIRDER Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 2ND FLOOR Job Reference (optional) I47547455 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:05 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-SRzN3ps4DK4JWGoT4qyYYN93oxa_2a1p?ILVDFym_eG LOAD CASE(S) Standard 17) 11th 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=-875(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=-875(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=-875(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=-875(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=-875(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=-875(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=-875(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=-875(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=-875(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=-875(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=-1125(B=-875) 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=-875(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=-875(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 J21104617 Truss FG05 Truss Type FLOOR Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 2ND FLOOR Job Reference (optional) I47547456 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?eWiruyWFSuNjX2lzWFA0nYH8bLFuTFhGZAqaym_eD Scale = 1:36.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 27 28 29 30 31 32 33 34 35 36 37 38 3x16 MT18HS FP 2x4 SP 3x6 2x4 3x6 3x6 3x6 FP3x6 FP 4x6 3x6 2x4 4x6 4x10 6x6 4x8 6x6 4x8 3x6 6x6 4x10 8x8 5x8 4x6 3x8 3x6 3x6 3x4 3x6 3x4 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 1-4-01-4-0Plate Offsets (X,Y)-- [8:0-3-0,Edge], [16:Edge,0-1-8], [21:0-1-8,0-0-0], [22:0-1-8,Edge], [26:Edge,0-1-8], [27:0-1-8,0-1-8], [28:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.75 0.92 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.38 -0.81 0.14 (loc) 20-21 20-21 16 l/defl >677 >319 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 127 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) *Except* 16-23: 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)26=0-5-8, 16=0-5-8 Max Grav 26=1296(LC 1), 16=2168(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-266/21, 15-16=-307/0, 2-3=-2659/0, 3-4=-4603/0, 4-6=-4603/0, 6-7=-6198/0, 7-8=-6198/0, 8-9=-6479/0, 9-10=-6333/0, 10-12=-5489/0, 12-13=-5489/0, 13-14=-3692/0 BOT CHORD 25-26=0/1548, 24-25=0/3709, 22-24=0/5279, 21-22=0/6198, 20-21=0/6198, 19-20=0/6620, 18-19=0/6011, 17-18=0/4921, 16-17=0/2417 WEBS 7-22=-769/0, 2-26=-1976/0, 2-25=0/1507, 3-25=-1424/0, 3-24=0/1187, 4-24=-290/0, 6-24=-897/0, 6-22=0/1433, 14-16=-3136/0, 14-17=0/1730, 13-17=-1667/0, 13-18=0/754, 10-18=-692/0, 10-19=0/455, 9-19=-406/0, 9-20=-373/114, 8-20=-50/595 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) The Fabrication Tolerance at joint 23 = 11% 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-26=-16, 1-13=-96, 13-15=-376 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 J21104617 Truss FG06 Truss Type FLOOR Qty 1 Ply 1 ONYX+EAST - MELANGE - B5 - 2ND FLOOR Job Reference (optional) I47547457 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_t6EJg1UiDKi1Yxa_LjOwwJjM0ym_eC Scale = 1:36.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 27 28 29 30 31 32 33 34 35 36 37 38 3x16 MT18HS FP 2x4 SP 3x6 2x4 3x6 3x6 3x6 FP3x6 FP 4x6 3x6 2x4 4x6 4x10 6x6 4x8 6x6 4x8 3x6 6x6 4x10 8x8 5x8 4x6 3x8 3x6 3x6 3x4 3x6 3x4 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 1-4-01-4-0Plate Offsets (X,Y)-- [8:0-3-0,Edge], [16:Edge,0-1-8], [21:0-1-8,0-0-0], [22:0-1-8,Edge], [26:Edge,0-1-8], [27:0-1-8,0-1-8], [28:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.75 0.92 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.38 -0.81 0.14 (loc) 20-21 20-21 16 l/defl >677 >319 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 127 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) *Except* 16-23: 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)26=0-5-8, 16=0-5-8 Max Grav 26=1296(LC 1), 16=2168(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-266/21, 15-16=-307/0, 2-3=-2659/0, 3-4=-4603/0, 4-6=-4603/0, 6-7=-6198/0, 7-8=-6198/0, 8-9=-6479/0, 9-10=-6333/0, 10-12=-5489/0, 12-13=-5489/0, 13-14=-3692/0 BOT CHORD 25-26=0/1548, 24-25=0/3709, 22-24=0/5279, 21-22=0/6198, 20-21=0/6198, 19-20=0/6620, 18-19=0/6011, 17-18=0/4921, 16-17=0/2417 WEBS 7-22=-769/0, 2-26=-1976/0, 2-25=0/1507, 3-25=-1424/0, 3-24=0/1187, 4-24=-290/0, 6-24=-897/0, 6-22=0/1433, 14-16=-3136/0, 14-17=0/1730, 13-17=-1667/0, 13-18=0/754, 10-18=-692/0, 10-19=0/455, 9-19=-406/0, 9-20=-373/114, 8-20=-50/595 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) The Fabrication Tolerance at joint 23 = 11% 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-26=-16, 1-13=-96, 13-15=-376 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 J21104617 Truss FG07 Truss Type FLOOR GIRDER Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 2ND FLOOR Job Reference (optional) I47547458 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-pOmG6XwC1ticc1hRsOYjFRszoyQgjtUY9a2GvTym_eB 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 0.37 0.36 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.07 0.01 (loc) 8 8-9 6 l/defl >999 >887 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=1600(LC 1), 9=1778(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-385/0, 5-6=-1689/0, 2-3=-1323/0, 3-4=-1323/0, 4-5=-1323/0 BOT CHORD 8-9=0/1396, 7-8=0/1323 WEBS 4-7=-1902/0, 5-7=0/2464, 2-9=-2022/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 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 937 lb down at 1-7-10, 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) 10=-616(B) 11=-880(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) 10=-616(B) 11=-880(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 J21104617 Truss FG07 Truss Type FLOOR GIRDER Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 2ND FLOOR Job Reference (optional) I47547458 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:10 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-pOmG6XwC1ticc1hRsOYjFRszoyQgjtUY9a2GvTym_eB 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) 10=-616(B) 11=-880(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) 10=-659(B) 11=-937(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) 10=-616(B) 11=-880(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) 10=-659(B) 11=-937(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) 10=-270(B) 11=-388(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) 10=-520(B=-270) 11=-388(B) 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) 10=-270(B) 11=-638(B=-388) 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) 10=-270(B) 11=-388(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) 10=-270(B) 11=-388(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) 10=-270(B) 11=-388(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=-250 10=-270(B) 11=-388(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) 10=-270(B) 11=-388(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) 10=-270(B) 11=-388(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 J21104617 Truss FG08 Truss Type FLOOR GIRDER Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 2ND FLOOR Job Reference (optional) I47547459 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-HaKeKswroAqTEBGdQ53ynePBnMr2SMuhNEoqRvym_eA 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 0.27 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=835(LC 1), 4=835(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-822/0, 3-4=-822/0, 1-2=-810/0, 2-3=-810/0 WEBS 2-5=-1179/0, 1-5=0/1009, 3-5=0/1009 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) 554 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=-554(B) 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 J21104617 Truss FG09 Truss Type FLOOR Qty 6 Ply 1 ONYX+EAST - MELANGE - B5 - 2ND FLOOR Job Reference (optional) I47547460 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-HaKeKswroAqTEBGdQ53ynePAiMrqSPIhNEoqRvym_eA Scale = 1:9.41234 7 6 5 8 9 10 11 12 2x4 2x4 3x6 3x6 3x6 3x6 3x6 3x6 1-0-01-0-0 1-1-80-1-8 3-3-62-1-14 0-9-0 0-6-6 1-3-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [8:0-1-8,0-1-0] 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-P 0.23 0.04 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 25 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 6=0-5-8 Max Uplift 5=-61(LC 7) Max Grav 5=303(LC 11), 6=924(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-355/0, 1-2=0/388, 2-3=0/388 WEBS 2-6=-310/0, 1-6=-615/0, 3-5=-21/277, 3-6=-434/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 440 lb down at 2-7-3 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-16, 1-2=-196, 2-4=-96 Concentrated Loads (lb) Vert: 1=-200 12=-397(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-16, 1-2=-196, 2-4=-96 Concentrated Loads (lb) Vert: 1=-200 12=-397(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 J21104617 Truss FG09 Truss Type FLOOR Qty 6 Ply 1 ONYX+EAST - MELANGE - B5 - 2ND FLOOR Job Reference (optional) I47547460 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:02:12 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-lnu0XCxTZUyKrLqp_paBKsyLSlB3BsYqcuXNzLym_e9 LOAD CASE(S) Standard 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-16, 1-2=-196, 2-4=-32 Concentrated Loads (lb) Vert: 1=-200 12=-440(B) 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-16, 1-2=-132, 2-4=-96 Concentrated Loads (lb) Vert: 1=-200 12=-397(B) 5) 3rd unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-16, 1-2=-196, 2-4=-32 Concentrated Loads (lb) Vert: 1=-200 12=-440(B) 6) 4th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-16, 1-2=-132, 2-4=-96 Concentrated Loads (lb) Vert: 1=-200 12=-397(B) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-16, 1-2=-132, 2-4=-32 Concentrated Loads (lb) Vert: 1=-450 12=-176(B) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-16, 1-2=-132, 2-4=-32 Concentrated Loads (lb) Vert: 1=-200 10=-250 12=-176(B) 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-16, 1-2=-132, 2-4=-32 Concentrated Loads (lb) Vert: 1=-200 11=-250 12=-176(B) 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-16, 1-2=-132, 2-4=-32 Concentrated Loads (lb) Vert: 1=-200 12=-426(B=-176) 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-16, 1-2=-132, 2-4=-32 Concentrated Loads (lb) Vert: 1=-200 4=-250 12=-176(B) 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-16, 1-2=-132, 2-4=-32 Concentrated Loads (lb) Vert: 1=-200 2=-250 12=-176(B) 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-16, 1-2=-132, 2-4=-32 Concentrated Loads (lb) Vert: 1=-200 3=-250 12=-176(B) PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths