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HomeMy WebLinkAboutI48649983.J2110652316023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). November 3,2021 Liu, Xuegang Pages or sheets covered by this seal: I48649983 thru I48650014 My license renewal date for the state of Indiana is July 31, 2022. J21106523 ONYX+EAST - MELANGE - B10 - 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 J21106523 Truss F01 Truss Type Floor Qty 12 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48649983 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-2rFaiRWgJIikwliHDcU7ce1Y56LH_porqsLYZ3yMy?D 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. November 3,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss F01A Truss Type Floor Qty 18 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48649984 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-W1pzvnXI4cqbXvHUmK?M8sZjoWhLjFu?3W565WyMy?C 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. November 3,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss F02 Truss Type Floor Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48649985 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:07 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-SQwjKTYYcD4JnDRsul2qDHf7tKQmBC8HWqaD9OyMy?A 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. November 3,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss F02A Truss Type Floor Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48649986 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-Po2Tl9ap7qK10WbF?94IJikU0772f6wa_83JEHyMy?8 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. November 3,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss F03 Truss Type Floor Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48649987 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-t?cszUbRu8SuegARZtbXrvHX0XQGObSkDnotmjyMy?7 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. November 3,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss F04 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48649988 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-LBAEAqb3fSalFqke7a6mO7plaxp37?btRRYQJAyMy?6 Scale = 1:21.0 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 6x6 3x6 3x4 2x4 4x6 3x6 2x4 3x6 5x6 3x12 4x6 4x6 3x4 5x12 2x4 3x4 6x6 2x4 8-1-88-1-8 9-1-40-11-12 10-1-00-11-12 12-7-02-6-0 1-3-0 1-11-8 0-9-0 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [6:0-1-8,Edge], [7:0-1-8,Edge], [9:0-1-8,Edge], [12:0-3-0,0-0-0], [17:0-1-8,0-1-8], [18:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-6-0 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.76 0.70 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.29 0.03 (loc) 13-14 13-14 10 l/defl >999 >510 n/a L/d 480 240 n/a PLATES MT20 Weight: 68 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 16=0-5-8 Max Grav 10=1064(LC 1), 16=1064(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-269/20, 9-10=-925/0, 2-3=-1824/0, 3-4=-2849/0, 4-5=-2843/0, 5-6=-2261/0, 6-7=-2261/0, 7-8=-696/0, 8-9=-696/0 BOT CHORD 15-16=0/1164, 14-15=0/2487, 13-14=0/2728, 12-13=0/2261, 11-12=0/2261 WEBS 7-12=0/896, 2-16=-1516/0, 2-15=0/919, 3-15=-919/0, 3-14=0/473, 4-14=-269/44, 5-14=-41/295, 5-13=-668/0, 7-11=-2037/0, 9-11=0/1064, 8-11=-256/87 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. November 3,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss F04A Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48649989 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-pNkcNAchQlict_JqhId?wKMu6L7YsVs0g5H_rcyMy?5 Scale = 1:20.6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 3x4 3x6 3x4 2x4 4x6 3x4 2x4 2x4 3x4 3x12 3x4 3x4 3x4 3x6 2x4 3x4 4x6 2x4 8-1-88-1-8 9-1-40-11-12 10-1-00-11-12 11-5-81-4-8 12-7-01-1-8 1-3-0 1-11-8 0-9-0 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], [9:0-1-8,Edge], [12:0-1-8,0-0-0], [13:0-1-8,Edge], [17:0-1-8,0-1-8], [18:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.84 0.81 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.38 0.02 (loc) 13-14 13-14 10 l/defl >820 >390 n/a L/d 480 240 n/a PLATES MT20 Weight: 61 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 16=0-5-8 Max Grav 10=681(LC 1), 16=681(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=-619/0, 2-3=-1162/0, 3-4=-1735/0, 4-5=-1735/0, 5-6=-1372/0, 6-7=-1372/0, 7-8=-418/0, 8-9=-418/0 BOT CHORD 15-16=0/742, 14-15=0/1558, 13-14=0/1724, 12-13=0/1372, 11-12=0/1372 WEBS 7-12=0/373, 2-16=-966/0, 2-15=0/585, 3-15=-551/0, 3-14=-50/341, 5-13=-536/0, 7-11=-1270/0, 9-11=0/658 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. November 3,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss F05 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48649990 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-HaI_bWdJB3qSV8u0E?8ETYv92kbWbznAvl1XN2yMy?4 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. November 3,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss F06 Truss Type Floor Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48649991 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-lmrMosexyNyJ6ITCojgT0lRG28m5KQgJ7Pm4vUyMy?3 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. November 3,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss F07 Truss Type Floor Qty 14 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48649992 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-DyPk0Cfajg4AkR2PMQBiYz_YXYKD3viTM3WeSxyMy?2 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 November 3,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss F07 Truss Type Floor Qty 14 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48649992 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:15 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-DyPk0Cfajg4AkR2PMQBiYz_YXYKD3viTM3WeSxyMy?2 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 J21106523 Truss F08 Truss Type Floor Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48649993 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-DyPk0Cfajg4AkR2PMQBiYz_YMYKh3wNTM3WeSxyMy?2 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. November 3,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss F09 Truss Type Floor Qty 38 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48649994 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-ALXVRugqFILuzlCnTrDAdO3ncMonXhRmqN?kWpyMy?0 Scale = 1:32.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 25 26 27 28 29 30 31 32 33 34 35 36 37 3x8 MT18HS FP 2x4 4x6 2x4 2x4 2x4 3x6 FP 4x6 2x4 3x4 2x4 4x6 4x6 4x6 3x4 3x4 3x4 2x4 3x6 3x4 3x6 3x6 4x8 4x6 4x6 2x4 5-4-85-4-8 6-0-80-8-0 6-8-80-8-0 16-11-810-3-0 17-1-00-1-8 19-10-02-9-0 1-3-0 1-4-0 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,Edge], [14:0-1-8,Edge], [15:Edge,0-1-8], [20:0-1-8,Edge], [21:0-1-8,Edge], [25:0-1-8,0-1-0], [26:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.72 0.93 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.65 0.09 (loc) 19-20 19-20 15 l/defl >777 >363 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 91 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 19-20. REACTIONS. (size)24=0-5-8, 15=0-5-8 Max Grav 24=1090(LC 1), 15=1090(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-258/34, 14-15=-267/0, 2-3=-2001/0, 3-4=-3719/0, 4-5=-3719/0, 5-6=-3719/0, 6-7=-4425/0, 7-8=-4244/0, 8-9=-4244/0, 9-10=-3453/0, 10-12=-2108/0, 12-13=-2108/0 BOT CHORD 23-24=0/1180, 21-23=0/2847, 20-21=0/3719, 19-20=0/4290, 18-19=0/4436, 17-18=0/3952, 16-17=0/2908, 15-16=0/1163 WEBS 4-21=-565/0, 5-20=0/366, 2-24=-1569/0, 2-23=0/1142, 3-23=-1177/0, 3-21=0/1254, 6-20=-875/0, 6-19=-25/283, 7-18=-356/68, 8-18=-273/41, 9-18=0/425, 9-17=-694/0, 10-17=0/758, 10-16=-1087/0, 13-16=0/1284, 13-15=-1544/0, 12-16=-272/41 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. November 3,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss F10 Truss Type Floor Qty 4 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48649995 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-ALXVRugqFILuzlCnTrDAdO3rBMvhXmimqN?kWpyMy?0 Scale = 1:17.3 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 2x4 3x6 2x4 3x4 3x6 3x4 2x4 3x4 2x4 3x4 3x4 3x4 3x4 5-4-85-4-8 6-0-80-8-0 6-8-80-8-0 9-5-82-9-0 1-3-0 1-4-0 1-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,0-0-0], [9:0-1-8,Edge], [10:0-1-8,Edge], [13:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.50 0.49 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.12 0.01 (loc) 10-11 10-11 8 l/defl >999 >915 n/a L/d 480 240 n/a PLATES MT20 Weight: 45 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=0-5-8, 8=Mechanical Max Grav 12=509(LC 1), 8=515(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-262/29, 7-8=-271/4, 2-3=-790/0, 3-4=-889/0, 4-5=-889/0, 5-6=-889/0 BOT CHORD 11-12=0/527, 10-11=0/980, 9-10=0/889, 8-9=0/466 WEBS 5-9=-296/0, 2-12=-699/0, 2-11=0/396, 3-11=-287/0, 3-10=-281/114, 6-9=0/575, 6-8=-649/0 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. November 3,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss F11 Truss Type Floor Qty 4 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48649996 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-6jfFrZi4nvbcD3MAbGFeip9Ac9bO?gn2HhUrbiyMy?_ Scale = 1:22.2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 2x4 3x6 2x4 3x4 3x6 3x4 2x4 3x4 2x4 3x6 3x4 3x4 3x4 3x4 3x6 3x4 3x6 5-4-85-4-8 6-0-80-8-0 6-8-80-8-0 10-5-43-8-12 13-5-02-11-12 1-3-0 1-4-0 0-11-12 1-4-4 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,0-0-0], [13:0-1-8,Edge], [14:0-1-8,Edge], [17:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.50 0.48 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.11 0.01 (loc) 14-15 14-15 11 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 65 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)16=0-5-8, 10=Mechanical, 11=0-3-8 Max Uplift 10=-163(LC 16) Max Grav 16=530(LC 3), 10=253(LC 20), 11=930(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-262/30, 9-10=-269/2, 2-3=-834/0, 3-4=-989/0, 4-5=-989/0, 5-6=-989/0, 6-7=-276/137, 7-8=-22/527 BOT CHORD 15-16=0/550, 14-15=0/1047, 13-14=0/989, 12-13=0/620, 11-12=-527/22 WEBS 5-13=-296/0, 7-11=-679/0, 2-16=-730/0, 2-15=0/441, 3-15=-331/0, 6-13=0/529, 6-12=-691/0, 7-12=0/633, 8-10=-134/300, 8-11=-389/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=163. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. November 3,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss F12 Truss Type Floor Qty 4 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48649997 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-awDd3viiYDjTrDxM9zmtF0hJ_Zv7k1hCWLDP68yMy_z Scale = 1:32.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 27 28 29 30 31 32 33 34 35 36 37 38 39 3x6 FP 2x4 3x6 2x4 2x4 2x4 3x6 FP 3x4 2x4 3x4 2x4 3x4 3x4 3x4 3x4 3x4 3x4 2x4 4x6 4x6 4x6 4x10 4x6 4x6 4x6 2x4 3x6 5-4-8 5-4-8 6-0-8 0-8-0 6-8-8 0-8-0 15-8-8 9-0-0 15-10-4 0-1-12 16-11-8 1-1-4 17-1-0 0-1-8 19-10-0 2-9-0 1-3-0 1-4-0 1-0-0 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,Edge], [14:0-1-8,Edge], [15:Edge,0-1-8], [21:0-1-8,Edge], [22:0-1-8,Edge], [26:0-1-8,0-1-0], [27:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.59 0.57 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.19 0.03 (loc) 20-21 20-21 17 l/defl >999 >991 n/a L/d 480 240 n/a PLATES MT20 Weight: 94 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)25=0-5-8, 15=0-5-8, 17=0-5-8 Max Uplift 15=-568(LC 3) Max Grav 25=710(LC 3), 15=52(LC 24), 17=1924(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-261/31, 14-15=-265/2, 2-3=-1210/0, 3-4=-1868/0, 4-5=-1868/0, 5-6=-1868/0, 6-7=-1511/0, 7-8=-565/0, 8-9=-565/0, 9-11=0/1052, 11-12=0/1398, 12-13=0/1398 BOT CHORD 24-25=0/753, 22-24=0/1626, 21-22=0/1868, 20-21=0/1806, 19-20=0/1163, 18-19=-321/113, 17-18=-2063/0, 16-17=-2071/0, 15-16=-681/0 WEBS 2-25=-1000/0, 2-24=0/635, 3-24=-579/0, 3-22=-40/442, 6-21=-168/272, 6-20=-412/0, 7-20=0/486, 7-19=-813/0, 8-19=-267/52, 9-19=0/961, 9-18=-1252/0, 11-18=0/1351, 11-16=0/1073, 13-16=-994/0, 13-15=0/908, 12-16=-263/64, 11-17=-1889/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=568. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. November 3,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss F13 Truss Type Floor Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48649998 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:21 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-26m0GFjKJWrKSMVZihI6oEEVCzIATbeLk?zyeayMy_y Scale = 1:14.2 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 18 3x4 2x4 3x6 2x4 2x4 3x4 3x4 2x4 3x4 2x4 3x4 3x4 3x4 2-4-102-4-10 3-0-100-8-0 3-8-100-8-0 7-8-43-11-10 0-9-2 1-3-0 1-4-0 1-1-2 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [3:0-1-8,Edge], [4:0-1-8,0-0-0], [6:0-1-8,Edge], [9:0-1-8,Edge], [10:0-1-8,Edge], [12:0-1-8,0-1-0], [13:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.56 0.33 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.08 0.01 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 38 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-6-0, 11=0-6-0 Max Grav 7=424(LC 13), 11=424(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-264/32, 6-7=-424/0, 2-3=-599/0, 3-4=-599/0, 4-5=-599/0, 5-6=-327/0 BOT CHORD 10-11=0/282, 9-10=0/599, 8-9=0/601 WEBS 3-10=-266/0, 2-10=0/493, 2-11=-479/0, 5-8=-381/0, 6-8=0/442 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss 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. November 3,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss F14 Truss Type Floor Qty 4 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48649999 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-WIKOUbkz3qzB4W4lGOpLKRmg5NcDC1cVzfiVA1yMy_x Scale = 1:17.3 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 3x4 2x4 3x6 2x4 2x4 3x4 3x4 2x4 3x4 2x4 3x4 3x4 3x4 3x4 3x6 5-4-85-4-8 6-0-80-8-0 6-8-80-8-0 10-7-03-10-8 1-3-0 1-4-0 1-0-0 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,0-0-0], [7:0-1-8,Edge], [10:0-1-8,Edge], [11:0-1-8,Edge], [14:0-1-8,0-1-0], [15:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.55 0.47 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.11 0.02 (loc) 11-12 11-12 8 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 49 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 13=0-5-8 Max Grav 8=572(LC 1), 13=572(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-262/30, 7-8=-562/0, 2-3=-922/0, 3-4=-1194/0, 4-5=-1194/0, 5-6=-1194/0, 6-7=-439/0 BOT CHORD 12-13=0/598, 11-12=0/1182, 10-11=0/1194, 9-10=0/906 WEBS 2-13=-793/0, 2-12=0/451, 3-12=-362/0, 6-10=0/463, 6-9=-649/0, 7-9=0/621 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss 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. November 3,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss FG01 Truss Type FLOOR Qty 1 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48650000 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-ThS8vHlDbRDvJqE7OprpPss?uACtgsonRzBcFvyMy_v 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) November 3,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss FG01A Truss Type FLOOR Qty 1 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48650001 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-P4avJznT73TcZ8OWVEtHVHxL8_uV8lX4uHgjJoyMy_t 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 3233 34 35 36 37 38 39 40 3x16 MT18HS FP 2x4 3x6 3x6 3x6 FP3x6 FP 4x6 3x6 2x4 3x6 4x8 5x6 4x6 5x6 4x6 3x6 5x6 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)-- [16:Edge,0-1-8], [21:0-1-8,0-0-0], [22:0-1-8,Edge], [26:Edge,0-1-8], [27:0-1-8,0-1-0] 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 0.61 0.83 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.42 -0.56 0.10 (loc) 20-21 20-21 16 l/defl >610 >454 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=1157(LC 1), 16=1150(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=-1817/0, 3-4=-3248/0, 4-6=-3248/0, 6-7=-4537/0, 7-8=-4537/0, 8-9=-4889/0, 9-10=-4819/0, 10-12=-3904/0, 12-13=-3904/0, 13-14=-2271/0, 1-26=-270/31 BOT CHORD 25-26=0/1009, 24-25=0/2570, 22-24=0/3770, 21-22=0/4537, 20-21=0/4537, 19-20=0/5116, 18-19=0/4486, 17-18=0/3181, 16-17=0/1311 WEBS 7-22=-605/35, 2-26=-1501/0, 2-25=0/1096, 3-25=-1021/0, 3-24=0/900, 6-24=-693/0, 6-22=0/1129, 14-16=-1703/0, 14-17=0/1302, 13-17=-1235/0, 13-18=0/960, 12-18=-263/33, 10-18=-773/38, 10-19=-126/479, 9-19=-424/182, 9-20=-390/27, 8-20=0/568 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) 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. 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) 7=65(B) 2=-202(B) 9=65(B) 29=65(B) 30=65(B) 33=65(B) 34=65(B) 36=-202(B) November 3,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss FG02 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48650002 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-pfF1y_pMQ_rBQb75AMR_6wZpvBvXLB3XaFvNw7yMy_q Scale = 1:37.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 29 28 27 26 25 24 23 22 21 20 19 18 17 30 31 32 33 34 35 36 37 38 39 40 41 42 3x8 MT18HS FP 3x16 MT18HS FP8x8 2x4 3x6 3x6 3x6 FP3x6 FP 8x8 3x6 8x16 10x10 6x8 3x6 8x8 3x6 8x14 MT18HS8x16 5x6 3x16 MT18HS FP 2x4 SP 6x10 6x8 8x8 6x8 6x8 6x10 8x8 12x12 6x18 MT18HS 2-10-82-10-8 8-1-85-3-0 9-1-40-11-12 10-1-00-11-12 11-8-121-7-12 13-11-82-2-12 19-1-05-1-8 21-10-02-9-0 1-3-0 1-11-8 1-4-0 0-9-8 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [17:Edge,0-4-8], [19:0-4-0,Edge], [21:0-4-0,Edge], [23:0-8-0,Edge], [24:0-3-0,Edge], [25:0-1-8,Edge], [28:0-3-12,Edge], [29:0-3-8,Edge], [31:0-1-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.83 0.87 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -0.94 0.10 (loc) 23-24 23-24 17 l/defl >810 >275 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 237 lb FT = 20%F, 11%E GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP 2400F 2.0E(flat) *Except* 29-30,1-29,17-31,16-17,7-25,8-24,4-27,13-19,9-23: 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-11 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=1995(LC 1), 17=4154(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-29=-269/19, 16-17=-361/0, 2-3=-4778/0, 3-4=-8426/0, 4-6=-8426/0, 6-7=-12780/0, 7-8=-12780/0, 8-9=-15038/0, 9-10=-15078/0, 10-11=-14333/0, 11-13=-12478/0, 13-14=-12478/0, 14-15=-8248/0 BOT CHORD 28-29=0/2692, 27-28=0/6694, 25-27=0/10496, 24-25=0/12780, 23-24=0/12780, 21-23=0/14933, 19-21=0/13725, 18-19=0/11312, 17-18=0/5195 WEBS 7-25=-696/0, 8-24=-1370/0, 3-27=0/2195, 4-27=-274/18, 9-23=-1069/0, 6-27=-2622/0, 6-25=0/3079, 8-23=0/3007, 10-23=-321/331, 10-21=-782/0, 11-21=0/785, 11-19=-1580/0, 14-19=0/1477, 2-29=-3298/0, 2-28=0/2694, 3-28=-2473/0, 14-18=-3955/0, 15-18=0/3942, 15-17=-6453/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) The Fabrication Tolerance at joint 22 = 11% 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 809 lb down at 11-8-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-96, 9-14=-186, 14-16=-606 Concentrated Loads (lb) Vert: 9=-758(F) 14=-500 Continued on page 2 November 3,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss FG02 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48650002 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:29 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-pfF1y_pMQ_rBQb75AMR_6wZpvBvXLB3XaFvNw7yMy_q LOAD CASE(S) Standard 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-96, 9-14=-186, 14-16=-606 Concentrated Loads (lb) Vert: 9=-758(F) 14=-500 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-8=-96, 8-9=-32, 9-14=-122, 14-16=-542 Concentrated Loads (lb) Vert: 9=-809(F) 14=-500 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-7=-32, 7-9=-96, 9-14=-186, 14-16=-606 Concentrated Loads (lb) Vert: 9=-758(F) 14=-500 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-8=-96, 8-9=-32, 9-14=-122, 14-16=-542 Concentrated Loads (lb) Vert: 9=-809(F) 14=-500 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-7=-32, 7-9=-96, 9-14=-186, 14-16=-606 Concentrated Loads (lb) Vert: 9=-758(F) 14=-500 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 1=-250 9=-336(F) 14=-500 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 9=-336(F) 14=-500 32=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 9=-336(F) 14=-500 33=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 9=-336(F) 14=-500 34=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 5=-250 9=-336(F) 14=-500 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 9=-336(F) 14=-500 35=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 9=-336(F) 14=-500 36=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 9=-336(F) 14=-500 37=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 9=-336(F) 14=-500 38=-250 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 9=-336(F) 14=-500 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 J21106523 Truss FG02 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48650002 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:29 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-pfF1y_pMQ_rBQb75AMR_6wZpvBvXLB3XaFvNw7yMy_q 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, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 12=-250 9=-336(F) 14=-500 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 9=-336(F) 14=-500 40=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 9=-336(F) 14=-500 41=-250 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 9=-336(F) 14=-500 42=-250 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 16=-250 9=-336(F) 14=-500 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 1=-250 9=-336(F) 14=-500 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 1=-250 9=-336(F) 14=-500 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 9=-336(F) 14=-500 2=-250 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 3=-250 9=-336(F) 14=-500 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 4=-250 9=-336(F) 14=-500 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 9=-336(F) 6=-250 14=-500 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 7=-250 9=-336(F) 14=-500 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 8=-250 9=-336(F) 14=-500 30) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 9=-586(F=-336) 14=-500 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 9=-336(F) 10=-250 14=-500 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 J21106523 Truss FG02 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48650002 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:29 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-pfF1y_pMQ_rBQb75AMR_6wZpvBvXLB3XaFvNw7yMy_q 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, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 9=-336(F) 11=-250 14=-500 33) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 13=-250 9=-336(F) 14=-500 34) 28th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 9=-336(F) 14=-750 35) 29th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-14=-122, 14-16=-302 Concentrated Loads (lb) Vert: 9=-336(F) 14=-500 15=-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 J21106523 Truss FG03 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48650003 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-l1NoNgrcyb5vfvGUInTSCLeGX?g5p_Np2ZOU??yMy_o Scale = 1:21.0 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 6x6 3x6 5x6 2x4 4x8 3x6 3x6 3x6 3x6 4x6 4x6 4x6 3x6 5x6 3x6 3x6 8x10 5x6 12-7-012-7-0 1-3-0 1-11-8 0-6-0 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [7:0-3-0,Edge], [9:0-3-0,Edge], [12:0-3-0,0-0-0], [16:0-1-8,Edge], [17:0-1-8,0-1-8], [18:0-1-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.37 0.55 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.14 0.02 (loc) 13-14 13-14 10 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 87 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 16=0-5-8 Max Grav 10=1395(LC 1), 16=731(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-265/23, 9-10=-1323/0, 2-3=-1409/0, 3-4=-2152/0, 4-5=-2152/0, 5-6=-1922/0, 6-7=-1922/0, 7-8=-927/0, 8-9=-939/0 BOT CHORD 15-16=0/884, 14-15=0/1901, 13-14=0/2216, 12-13=0/1922, 11-12=0/1922 WEBS 7-12=0/277, 2-16=-1104/0, 2-15=0/694, 3-15=-651/0, 3-14=-14/382, 5-13=-511/3, 8-11=-756/0, 7-11=-1233/0, 9-11=0/1489 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss 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) 812 lb down at 11-8-12 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: 10-16=-16, 1-9=-96 Concentrated Loads (lb) Vert: 8=-765(B) November 3,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss FG04 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48650004 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-EDxAa0sEjvEmH3rgsV_hkYBH4PxzYYpzGD71XSyMy_n Scale = 1:20.6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 3x4 3x6 3x4 2x4 4x6 3x4 2x4 2x4 3x4 3x12 3x4 3x4 3x4 3x6 2x4 3x4 4x6 2x4 8-1-88-1-8 9-1-40-11-12 10-1-00-11-12 11-5-81-4-8 12-7-01-1-8 1-3-0 1-11-8 0-9-0 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], [9:0-1-8,Edge], [12:0-1-8,0-0-0], [13:0-1-8,Edge], [17:0-1-8,0-1-8], [18:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.96 0.89 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.38 0.02 (loc) 13-14 13-14 10 l/defl >820 >390 n/a L/d 480 240 n/a PLATES MT20 Weight: 61 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 16=0-5-8 Max Grav 10=681(LC 1), 16=681(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=-619/0, 2-3=-1162/0, 3-4=-1735/0, 4-5=-1735/0, 5-6=-1372/0, 6-7=-1372/0, 7-8=-418/0, 8-9=-418/0 BOT CHORD 15-16=0/742, 14-15=0/1558, 13-14=0/1724, 12-13=0/1372, 11-12=0/1372 WEBS 7-12=0/373, 2-16=-966/0, 2-15=0/585, 3-15=-551/0, 3-14=-50/341, 5-13=-536/0, 7-11=-1270/0, 9-11=0/658 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. November 3,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss FG05 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48650005 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-Ac3w?itUFWUUWM?2zv19pzGgtCbu0KKGkWc8cKyMy_l 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 November 3,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss FG06 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48650006 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:35 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-eodIC1u60qcL8WaFXdYOMBprdcx7lnaPyAMh8myMy_k 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 November 3,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss FG07 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48650007 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-6?BhQNvlm7kClg9R5K3dvOM9e0VMUMVZBq5FgDyMy_j 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) November 3,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss FG08 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48650008 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-aBk3djwNXRs3Nqkde2asRcuJIQrNDs9iQUroCfyMy_i 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 November 3,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss FG08 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48650008 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:37 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-aBk3djwNXRs3Nqkde2asRcuJIQrNDs9iQUroCfyMy_i 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) 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 J21106523 Truss FG08A Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48650009 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:38 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-2NIRr3w?Il_v?_JqCl55_pRWtpBbyJCrf8aMl5yMy_h 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 0.11 0.04 0.13 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=-181(LC 7) Max Grav 5=183(LC 11), 6=878(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-273/0, 1-2=0/387, 2-3=0/387 BOT CHORD 5-6=-258/0 WEBS 2-6=-347/0, 1-6=-613/0, 3-5=0/336, 3-6=-315/0 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=181. 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) 46 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=-16(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-16, 1-2=-196, 2-4=-96 Continued on page 2 November 3,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss FG08A Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48650009 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:38 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-2NIRr3w?Il_v?_JqCl55_pRWtpBbyJCrf8aMl5yMy_h LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-200 12=-16(F) 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=-46(F) 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=-16(F) 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=-46(F) 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=-16(F) 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=-11(F) 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=-11(F) 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=-11(F) 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=-261(F=-11) 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=-11(F) 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=-11(F) 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=-11(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 J21106523 Truss FG09 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48650010 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-Ty_aT5ztbgMUsR1PtufocS3yB11d9dtIL6p0LQyMy_e Scale = 1:34.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 29 28 27 26 25 24 23 22 21 20 19 18 17 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 8x8 3x8 MT18HS FP 3x8 MT18HS FP 2x4 7x16 MT18HS 2x4 3x6 3x6 3x6 FP 3x6 FP 8x8 3x6 8x8 3x6 6x8 8x8 6x10 8x10 6x8 8x8 3x6 6x8 8x8 6x8 8x10 6x18 MT18HS3x6 5x6 8x16 3x8 MT18HS FP 2-9-02-9-0 5-4-82-7-8 6-0-80-8-0 6-8-80-8-0 8-1-01-4-8 9-7-41-6-4 14-5-84-10-4 16-11-82-6-0 19-10-02-10-8 1-3-0 1-4-0 1-4-0 0-9-8 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [5:0-3-0,0-0-0], [17:Edge,0-4-8], [18:0-5-0,Edge], [20:0-4-0,Edge], [22:0-4-0,Edge], [24:0-3-4,Edge], [26:0-1-8,Edge], [27:0-1-8,Edge], [28:0-4-0,Edge], [29:Edge,0-4-8], [30:0-1-8,0-0-8], [31:0-1-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-0-0 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.43 0.73 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.62 0.08 (loc) 24 22-24 17 l/defl >999 >380 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 218 lb FT = 20%F, 11%E GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP 2400F 2.0E(flat) *Except* 29-30,1-29,17-31,16-17,4-27,5-26,10-22,14-18,7-24,6-25: 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)29=0-5-8, 17=0-5-8 Max Grav 29=1629(LC 1), 17=3556(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-29=-256/34, 16-17=-406/0, 2-3=-3723/0, 3-4=-7982/0, 4-5=-7982/0, 5-6=-7982/0, 6-7=-11664/0, 7-9=-11696/0, 9-10=-11550/0, 10-11=-11550/0, 11-13=-10272/0, 13-14=-7245/0, 14-15=-7245/0 BOT CHORD 28-29=0/2051, 27-28=0/5753, 26-27=0/7982, 25-26=0/10591, 24-25=0/10585, 22-24=0/11825, 20-22=0/11113, 18-20=0/9406, 17-18=0/4296 WEBS 4-27=-557/0, 5-26=0/454, 2-29=-2553/0, 2-28=0/2158, 3-28=-2621/0, 3-27=0/2865, 9-24=-542/0, 9-22=-353/169, 10-22=-276/18, 11-22=-37/555, 11-20=-1086/0, 13-20=0/1117, 13-18=-2738/0, 15-18=0/3736, 15-17=-5327/0, 14-18=-639/0, 7-24=-826/0, 6-26=-3369/0, 6-24=0/1358, 6-25=0/890 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) 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) 500 lb down at 15-9-0, and 936 lb down at 9-7-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-60, 7-41=-150, 16-41=-570(F=-420) Continued on page 2 November 3,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss FG09 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48650010 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:41 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-Ty_aT5ztbgMUsR1PtufocS3yB11d9dtIL6p0LQyMy_e LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 13=-500(F) 7=-904(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-60, 7-41=-150, 16-41=-570(F=-420) Concentrated Loads (lb) Vert: 13=-500(F) 7=-904(F) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-10, 1-5=-60, 5-7=-20, 7-41=-110, 16-41=-530(F=-420) Concentrated Loads (lb) Vert: 13=-500(F) 7=-936(F) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-10, 1-4=-20, 4-7=-60, 7-41=-150, 16-41=-570(F=-420) Concentrated Loads (lb) Vert: 13=-500(F) 7=-904(F) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-10, 1-5=-60, 5-7=-20, 7-41=-110, 16-41=-530(F=-420) Concentrated Loads (lb) Vert: 13=-500(F) 7=-936(F) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-10, 1-4=-20, 4-7=-60, 7-41=-150, 16-41=-570(F=-420) Concentrated Loads (lb) Vert: 13=-500(F) 7=-904(F) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 1=-250 13=-500(F) 7=-398(F) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 13=-500(F) 7=-398(F) 32=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 13=-500(F) 7=-398(F) 33=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 13=-500(F) 7=-398(F) 34=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 13=-500(F) 7=-398(F) 35=-250 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 13=-500(F) 7=-398(F) 36=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 13=-500(F) 7=-398(F) 37=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 8=-250 13=-500(F) 7=-398(F) 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 13=-500(F) 7=-398(F) 38=-250 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss FG09 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48650010 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:41 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-Ty_aT5ztbgMUsR1PtufocS3yB11d9dtIL6p0LQyMy_e LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 13=-500(F) 7=-398(F) 39=-250 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 13=-500(F) 7=-398(F) 40=-250 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 13=-500(F) 7=-398(F) 42=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 13=-500(F) 7=-398(F) 43=-250 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 13=-500(F) 7=-398(F) 44=-250 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 16=-250 13=-500(F) 7=-398(F) 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 1=-250 13=-500(F) 7=-398(F) 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 1=-250 13=-500(F) 7=-398(F) 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 2=-250 13=-500(F) 7=-398(F) 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 3=-250 13=-500(F) 7=-398(F) 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 4=-250 13=-500(F) 7=-398(F) 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 5=-250 13=-500(F) 7=-398(F) 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 13=-500(F) 7=-398(F) 6=-250 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 13=-500(F) 7=-648(F=-398) 30) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 9=-250 13=-500(F) 7=-398(F) 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss FG09 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48650010 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:41 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-Ty_aT5ztbgMUsR1PtufocS3yB11d9dtIL6p0LQyMy_e LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-250 13=-500(F) 7=-398(F) 32) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 11=-250 13=-500(F) 7=-398(F) 33) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 13=-750(F=-500) 7=-398(F) 34) 28th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 13=-500(F) 14=-250 7=-398(F) 35) 29th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-10, 1-7=-20, 7-41=-110, 16-41=-290(F=-180) Concentrated Loads (lb) Vert: 13=-500(F) 15=-250 7=-398(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 J21106523 Truss FG10 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48650011 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-x9YygRzVMzULTbcbRbA18fb7lRRNux6RamYZutyMy_d Scale = 1:17.3 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 21 22 23 4x6 2x4 3x6 2x4 4x8 3x6 3x4 3x6 3x4 3x6 4x6 3x4 3x6 3x6 6x10 5x6 9-7-49-7-4 10-7-00-11-12 1-3-0 1-4-0 1-4-0 0-6-8 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [5:0-3-0,0-0-0], [8:0-3-0,Edge], [9:Edge,0-1-8], [11:0-1-8,Edge], [12:0-1-8,Edge], [15:0-1-8,0-1-0], [16:0-1-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.44 0.50 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.06 0.02 (loc) 12 12 9 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 64 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 14=0-5-8 Max Grav 9=1535(LC 1), 14=656(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-263/25, 8-9=-1534/0, 2-3=-1147/0, 3-4=-1685/0, 4-5=-1685/0, 5-6=-1685/0, 6-7=-1081/0, 7-8=-1097/0 BOT CHORD 13-14=0/723, 12-13=0/1519, 11-12=0/1685, 10-11=0/1498 WEBS 2-14=-938/0, 2-13=0/575, 3-13=-504/0, 3-12=-111/388, 6-11=-22/415, 6-10=-535/0, 8-10=0/1757, 7-10=-1085/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1026 lb down at 9-7-4 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: 9-14=-16, 1-7=-96, 7-8=-186 Concentrated Loads (lb) Vert: 7=-976(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-96, 7-8=-186 Concentrated Loads (lb) Vert: 7=-976(B) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 November 3,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss FG10 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48650011 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:42 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-x9YygRzVMzULTbcbRbA18fb7lRRNux6RamYZutyMy_d LOAD CASE(S) Standard Uniform Loads (plf) Vert: 9-14=-16, 1-5=-96, 5-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 7=-1026(B) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-14=-16, 1-4=-32, 4-7=-96, 7-8=-186 Concentrated Loads (lb) Vert: 7=-975(B) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-14=-16, 1-5=-96, 5-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 7=-1026(B) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-14=-16, 1-4=-32, 4-7=-96, 7-8=-186 Concentrated Loads (lb) Vert: 7=-975(B) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 1=-250 7=-433(B) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 7=-433(B) 17=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 7=-433(B) 18=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 7=-433(B) 19=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 7=-433(B) 20=-250 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 7=-433(B) 21=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 7=-433(B) 22=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 7=-433(B) 23=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 8=-250 7=-433(B) 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 1=-250 7=-433(B) 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 1=-250 7=-433(B) 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss FG10 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48650011 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:42 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-x9YygRzVMzULTbcbRbA18fb7lRRNux6RamYZutyMy_d LOAD CASE(S) Standard Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 2=-250 7=-433(B) 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 3=-250 7=-433(B) 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 4=-250 7=-433(B) 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 5=-250 7=-433(B) 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 6=-250 7=-433(B) 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 9-14=-16, 1-7=-32, 7-8=-122 Concentrated Loads (lb) Vert: 7=-683(B=-433) 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 J21106523 Truss FG11 Truss Type Floor Girder Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48650012 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-tXfi56?mubk3jvmzZ0CVD4hMyE?OMv6k141gylyMy_b Scale = 1:32.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 25 24 23 22 21 20 19 18 17 16 26 27 28 29 30 31 32 33 34 35 36 37 38 39 3x8 MT18HS FP 2x4 4x8 6x16 2x4 3x6 3x6 3x6 FP 3x6 FP 4x6 3x6 4x6 3x6 6x6 4x6 6x6 4x6 3x4 3x6 4x6 3x6 6x6 4x6 6x6 5x12 6x8 3x6 5-4-85-4-8 6-0-80-8-0 6-8-80-8-0 16-11-810-3-0 19-10-02-10-8 1-3-0 1-4-0 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [5:0-3-0,0-0-0], [16:Edge,0-1-8], [21:0-1-8,Edge], [22:0-1-8,Edge], [25:Edge,0-1-8], [26:0-1-8,0-1-0], [27:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.84 0.98 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.70 0.14 (loc) 20-21 20-21 16 l/defl >999 >337 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 134 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)25=0-5-8, 16=0-5-8 Max Grav 25=1261(LC 1), 16=2572(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-255/35, 15-16=-503/0, 2-3=-2492/0, 3-4=-4792/0, 4-5=-4792/0, 5-6=-4792/0, 6-8=-6003/0, 8-9=-6227/0, 9-10=-6222/0, 10-12=-5757/0, 12-13=-4463/0, 13-14=-4463/0 BOT CHORD 24-25=0/1456, 22-24=0/3519, 21-22=0/4792, 20-21=0/5722, 19-20=0/6192, 18-19=0/6083, 17-18=0/5386, 16-17=0/2727 WEBS 4-22=-994/0, 5-21=0/775, 2-25=-1894/0, 2-24=0/1405, 3-24=-1393/0, 3-22=0/1764, 6-21=-1340/0, 6-20=0/499, 8-20=-387/0, 8-19=-64/364, 9-19=-299/2, 10-18=-442/60, 12-18=0/504, 12-17=-1225/0, 14-17=0/2305, 14-16=-3529/0, 13-17=-837/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-96, 12-15=-516 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-96, 12-15=-516 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-25=-16, 1-5=-96, 5-12=-32, 12-15=-452 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 November 3,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss FG11 Truss Type Floor Girder Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48650012 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:44 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-tXfi56?mubk3jvmzZ0CVD4hMyE?OMv6k141gylyMy_b LOAD CASE(S) Uniform Loads (plf) Vert: 16-25=-16, 1-4=-32, 4-12=-96, 12-15=-516 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-25=-16, 1-5=-96, 5-12=-32, 12-15=-452 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-25=-16, 1-4=-32, 4-12=-96, 12-15=-516 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-452 Concentrated Loads (lb) Vert: 1=-250 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-452 Concentrated Loads (lb) Vert: 28=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-452 Concentrated Loads (lb) Vert: 29=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-452 Concentrated Loads (lb) Vert: 30=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-452 Concentrated Loads (lb) Vert: 31=-250 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-452 Concentrated Loads (lb) Vert: 32=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-452 Concentrated Loads (lb) Vert: 33=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-452 Concentrated Loads (lb) Vert: 34=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-452 Concentrated Loads (lb) Vert: 35=-250 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-452 Concentrated Loads (lb) Vert: 36=-250 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-452 Concentrated Loads (lb) Vert: 37=-250 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-452 Concentrated Loads (lb) Vert: 38=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-452 Concentrated Loads (lb) Vert: 39=-250 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-452 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 J21106523 Truss FG11 Truss Type Floor Girder Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48650012 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:44 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-tXfi56?mubk3jvmzZ0CVD4hMyE?OMv6k141gylyMy_b LOAD CASE(S) Concentrated Loads (lb) Vert: 15=-250 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-452 Concentrated Loads (lb) Vert: 1=-250 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-452 Concentrated Loads (lb) Vert: 1=-250 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-452 Concentrated Loads (lb) Vert: 2=-250 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-452 Concentrated Loads (lb) Vert: 3=-250 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-452 Concentrated Loads (lb) Vert: 4=-250 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-452 Concentrated Loads (lb) Vert: 5=-250 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-452 Concentrated Loads (lb) Vert: 6=-250 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-452 Concentrated Loads (lb) Vert: 8=-250 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-452 Concentrated Loads (lb) Vert: 9=-250 30) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-452 Concentrated Loads (lb) Vert: 10=-250 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-452 Concentrated Loads (lb) Vert: 12=-250 32) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-452 Concentrated Loads (lb) Vert: 13=-250 33) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-452 Concentrated Loads (lb) Vert: 14=-250 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss FG12 Truss Type Floor Girder Qty 2 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48650013 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-LkD4JS0OfuswK3LA6jjkmIDfZeVr5RHtGknDUByMy_a Scale = 1:9.41234 8 7 6 5 9 10 3x6 3x6 3x6 3x6 3x6 3x6 2x4 2x4 3-4-03-4-0 1-3-0 0-1-0 1-4-01-4-0Plate Offsets (X,Y)-- [6:0-1-8,0-0-0], [7:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.34 0.26 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 7 6 5 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 25 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=Mechanical, 5=Mechanical Max Grav 8=1052(LC 1), 5=952(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-428/0, 4-5=-383/0, 2-3=-774/0 BOT CHORD 7-8=0/774, 6-7=0/774, 5-6=0/774 WEBS 3-5=-990/0, 2-8=-990/0 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 493 lb down at 0-8-7, and 481 lb down at 2-3-10 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: 5-8=-16, 1-4=-346 Concentrated Loads (lb) Vert: 9=-449(B) 10=-439(B) November 3,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss FG13 Truss Type FLOOR GIRDER Qty 1 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48650014 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-LkD4JS0OfuswK3LA6jjkmIDineWH5S3tGknDUByMy_a Scale = 1:10.9 1 2 3 4 5 8 7 6 9 10 11 12 3x6 3x6 3x6 3x6 3x6 3x6 3x6 3x6 5-8-05-8-0 1-3-0 1-3-8 1-4-01-4-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.13 0.23 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.02 0.01 (loc) 7 7-8 6 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 36 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 6=0-3-8 Max Grav 8=624(LC 1), 6=654(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-321/0, 5-6=-321/0, 2-3=-787/0, 3-4=-787/0 BOT CHORD 7-8=0/598, 6-7=0/594 WEBS 4-6=-774/0, 2-8=-778/0, 4-7=0/343, 3-7=-380/0, 2-7=0/330 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 133 lb up at 1-6-13, 43 lb down and 133 lb up at 2-4-6, and 43 lb down and 133 lb up at 3-7-9, and 55 lb down and 122 lb up at 5-1-4 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: 6-8=-16, 1-5=-186 Concentrated Loads (lb) Vert: 2=-43(B) 10=-43(B) 11=-43(B) 12=-55(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-8=-16, 1-5=-186 Concentrated Loads (lb) Vert: 2=-43(B) 10=-43(B) 11=-43(B) 12=-55(B) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-16, 1-5=-122 Continued on page 2 November 3,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21106523 Truss FG13 Truss Type FLOOR GIRDER Qty 1 Ply 1 ONYX+EAST - MELANGE - B10 - 2ND FLOOR Job Reference (optional) I48650014 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 3 09:29:45 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-LkD4JS0OfuswK3LA6jjkmIDineWH5S3tGknDUByMy_a LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-250 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-16, 1-5=-122 Concentrated Loads (lb) Vert: 9=-250 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-16, 1-5=-122 Concentrated Loads (lb) Vert: 10=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-16, 1-5=-122 Concentrated Loads (lb) Vert: 11=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-16, 1-5=-122 Concentrated Loads (lb) Vert: 12=-250 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-16, 1-5=-122 Concentrated Loads (lb) Vert: 5=-250 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-16, 1-5=-122 Concentrated Loads (lb) Vert: 2=-250 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-16, 1-5=-122 Concentrated Loads (lb) Vert: 3=-250 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-16, 1-5=-122 Concentrated Loads (lb) Vert: 4=-250 12) Reversal: Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-8=-16, 1-5=-186 Concentrated Loads (lb) Vert: 2=133(B) 10=133(B) 11=133(B) 12=122(B) 13) Reversal: Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-8=-16, 1-5=-186 Concentrated Loads (lb) Vert: 2=133(B) 10=133(B) 11=133(B) 12=122(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