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HomeMy WebLinkAboutTruss Plans16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). August 22,2022 Garcia, Juan Pages or sheets covered by this seal: I53757299 thru I53757335 My license renewal date for the state of Indiana is July 31, 2024. J22205837 ONYX + EAST - MELANGE B2 - 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 J22205837 Truss F01 Truss Type FLOOR Qty 67 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757299 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:04:39 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-?fAlpmTnrUxVY3sG1FD7vGvm4Ha2Ut5N7wHSCXymLSM 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 M18AHS 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 M18AHS Weight: 107 lb FT = 20%F, 11%E GRIP 197/144 186/179 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 20-21,19-20. REACTIONS. (size)25=0-5-8, 15=0-5-8 Max Grav 25=1198(LC 1), 15=1198(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-263/27, 14-15=-262/31, 2-3=-2322/0, 3-4=-3936/0, 4-5=-3936/0, 5-6=-5167/0, 6-7=-5167/0, 7-8=-5304/0, 8-9=-4911/0, 9-11=-3918/0, 11-12=-3918/0, 12-13=-2270/0 BOT CHORD 24-25=0/1363, 23-24=0/3216, 21-23=0/4544, 20-21=0/5167, 19-20=0/5167, 18-19=0/5270, 17-18=0/4523, 16-17=0/3187, 15-16=0/1305 WEBS 6-21=-430/0, 7-20=-306/28, 2-25=-1777/0, 2-24=0/1334, 3-24=-1244/0, 3-23=0/978, 4-23=-277/33, 5-23=-826/0, 5-21=0/1037, 13-15=-1735/0, 13-16=0/1341, 12-16=-1276/0, 12-17=0/994, 11-17=-271/47, 9-17=-822/0, 9-18=0/539, 8-18=-499/0, 8-19=-144/277, 7-19=-234/426 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. August 22,2022 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 J22205837 Truss F01A Truss Type Floor Qty 11 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757300 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:04:41 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-x2IVERV2N5BDnN0f9gFb_h_6X5FKymRgbEmZHPymLSK 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 3x16 M18AHS 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 M18AHS Weight: 105 lb FT = 20%F, 11%E GRIP 197/144 186/179 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 20-21,19-20. REACTIONS. (size)25=Mechanical, 15=0-5-8 Max Grav 25=1182(LC 1), 15=1176(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 14-15=-262/31, 2-3=-1978/0, 3-4=-3638/0, 4-5=-3638/0, 5-6=-4937/0, 6-7=-4937/0, 7-8=-5116/0, 8-9=-4769/0, 9-11=-3824/0, 11-12=-3824/0, 12-13=-2222/0, 1-25=-254/54 BOT CHORD 24-25=0/998, 23-24=0/2894, 21-23=0/4271, 20-21=0/4937, 19-20=0/4937, 18-19=0/5108, 17-18=0/4404, 16-17=0/3116, 15-16=0/1280 WEBS 6-21=-445/0, 7-20=-321/15, 2-25=-1529/0, 2-24=0/1362, 3-24=-1275/0, 3-23=0/1011, 4-23=-280/28, 5-23=-861/0, 5-21=0/1075, 13-15=-1702/0, 13-16=0/1310, 12-16=-1245/0, 12-17=0/962, 11-17=-272/46, 9-17=-788/0, 9-18=0/508, 8-18=-471/0, 7-19=-186/464 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. August 22,2022 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 J22205837 Truss F02 Truss Type FLOOR Qty 7 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757301 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:04:43 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-tQPGf7WIvjRw0h91G5H4464Wbu?mQkgy2YFgLIymLSI Scale = 1:36.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 27 28 29 30 31 32 33 34 35 36 37 38 39 40 3x6 FP 3x6 3x4 2x4 2x4 3x6 FP 3x4 2x4 2x4 3x4 3x12 3x4 3x4 3x4 3x6 2x4 3x4 3x6 3x4 3x4 3x4 3x6 2x4 3x4 3x6 4x6 4x6 3x4 2-10-8 2-10-8 8-0-0 5-1-8 8-1-8 0-1-8 9-1-4 0-11-12 10-1-0 0-11-12 11-5-8 1-4-8 13-10-4 2-4-12 13-11-8 0-1-4 19-1-0 5-1-8 21-10-0 2-9-0 1-3-0 1-11-8 1-0-4 1-2-12 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [6:0-1-8,Edge], [7:0-1-8,Edge], [15:0-1-8,Edge], [21:0-1-8,0-0-0], [22:0-1-8,Edge], [27:0-1-8,0-1-8], [28:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.48 0.72 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.33 0.03 (loc) 22-24 22-24 16 l/defl >999 >502 n/a L/d 480 240 n/a PLATES MT20 Weight: 103 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20,18-19. REACTIONS. (size)26=0-5-8, 16=0-5-8, 19=0-5-8 Max Grav 26=732(LC 3), 16=411(LC 7), 19=1302(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-263/27, 15-16=-261/32, 2-3=-1278/0, 3-4=-1952/0, 4-5=-1952/0, 5-6=-1743/0, 6-7=-1743/0, 7-8=-983/0, 8-9=-78/553, 9-10=-77/553, 10-12=-550/99, 12-13=-550/99, 13-14=-566/0 BOT CHORD 25-26=0/804, 24-25=0/1723, 22-24=0/2010, 21-22=0/1743, 20-21=0/1743, 19-20=-73/432, 18-19=-301/294, 17-18=0/668, 16-17=0/413 WEBS 7-21=0/303, 2-26=-1047/0, 2-25=0/660, 3-25=-618/0, 3-24=-10/399, 5-22=-445/0, 14-16=-548/0, 14-17=-2/253, 13-18=-301/24, 12-18=-275/40, 10-18=0/447, 10-19=-650/0, 8-20=0/859, 7-20=-1056/0, 9-19=-306/32, 8-19=-942/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. August 22,2022 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 J22205837 Truss F02A Truss Type FLOOR Qty 1 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757302 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:04:45 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-ppX04pYYRKheG_JQOWJY9X9tkii2ueTFVsknQAymLSG Scale = 1:35.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 27 28 29 30 31 32 33 34 35 36 37 38 39 3x6 FP 2x4 2x4 3x4 3x6 FP 3x4 2x4 2x4 3x4 3x6 3x6 3x6 3x4 3x6 2x4 3x4 3x6 3x4 3x4 3x4 3x6 2x4 3x4 3x6 4x6 4x6 3x4 -0-5-8 0-5-8 2-5-0 2-5-0 7-6-8 5-1-8 7-8-0 0-1-8 8-7-12 0-11-12 9-7-8 0-11-12 11-0-0 1-4-8 13-4-12 2-4-12 13-6-0 0-1-4 18-7-8 5-1-8 21-4-8 2-9-0 0-11-0 1-3-0 1-11-8 1-0-4 1-2-12 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [6:0-1-8,Edge], [7:0-1-8,Edge], [15:0-1-8,Edge], [21:0-1-8,0-0-0], [22:0-1-8,Edge], [27:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.44 0.67 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.29 0.03 (loc) 22-24 22-24 16 l/defl >999 >545 n/a L/d 480 240 n/a PLATES MT20 Weight: 100 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20,18-19. REACTIONS. (size)26=Mechanical, 16=0-5-8, 19=0-5-8 Max Grav 26=718(LC 3), 16=416(LC 7), 19=1273(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 15-16=-261/32, 2-3=-1089/0, 3-4=-1814/0, 4-5=-1814/0, 5-6=-1679/0, 6-7=-1679/0, 7-8=-966/0, 8-9=-106/542, 9-10=-106/542, 10-12=-572/91, 12-13=-572/91, 13-14=-576/0, 1-26=-254/54 BOT CHORD 25-26=0/593, 24-25=0/1558, 22-24=0/1900, 21-22=0/1679, 20-21=0/1679, 19-20=-70/449, 18-19=-291/321, 17-18=0/684, 16-17=0/419 WEBS 7-21=0/279, 2-26=-908/0, 2-25=0/690, 3-25=-652/0, 3-24=0/423, 5-24=-269/112, 5-22=-403/2, 14-16=-556/0, 14-17=0/256, 13-18=-298/27, 12-18=-275/40, 10-18=0/444, 10-19=-647/0, 8-20=0/818, 7-20=-994/0, 9-19=-304/35, 8-19=-917/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. August 22,2022 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 J22205837 Truss F03 Truss Type FLOOR Qty 3 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757303 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:04:46 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-I?5OH9ZACepVt8ucxDrnhkiwk6?Gd7?PkWUKydymLSF 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 2-10-8 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 11-7-0 1-6-0 1-3-0 1-11-8 1-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [6:0-1-8,Edge], [7:0-1-8,Edge], [10:0-1-8,0-0-0], [11:0-1-8,Edge], [15:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.94 0.86 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.43 0.02 (loc) 11-12 11-12 9 l/defl >672 >317 n/a L/d 480 240 n/a PLATES MT20 Weight: 56 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=Mechanical, 14=0-5-8 Max Grav 9=631(LC 1), 14=625(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-262/27, 2-3=-1037/0, 3-4=-1498/0, 4-5=-1498/0, 5-6=-959/0, 6-7=-959/0 BOT CHORD 13-14=0/674, 12-13=0/1379, 11-12=0/1419, 10-11=0/959, 9-10=0/959 WEBS 6-11=0/251, 7-10=0/385, 2-14=-878/0, 2-13=0/504, 3-13=-476/0, 3-12=-91/292, 5-12=-89/257, 5-11=-638/0, 7-9=-1304/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. August 22,2022 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 J22205837 Truss F04 Truss Type FLOOR Qty 10 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757304 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:04:47 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-mCfmVVZpzxxMVITpVxM0EyE8JWN3MX8YzADuV3ymLSE 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 8-1-8 8-1-8 9-1-4 0-11-12 10-1-0 0-11-12 12-7-0 2-6-0 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. August 22,2022 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 J22205837 Truss F04A Truss Type FLOOR Qty 7 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757305 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:04:49 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-ianXwAb3VZB4kcdBdMOUJNKSaJ1nqTerQUi_ZyymLSC 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 8-1-8 8-1-8 9-1-4 0-11-12 10-1-0 0-11-12 11-5-8 1-4-8 12-7-0 1-1-8 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. August 22,2022 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 J22205837 Truss F05 Truss Type FLOOR Qty 3 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757306 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:04:49 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-ianXwAb3VZB4kcdBdMOUJNKYmJAWqUJrQUi_ZyymLSC 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 0-7-8 0-7-8 3-3-0 2-7-8 5-9-0 2-6-0 8-6-0 2-9-0 0-4-8 1-3-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [6:0-1-8,Edge], [11:Edge,0-1-8], [12:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.50 0.25 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.01 (loc) 9 8-9 7 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 43 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=Mechanical, 7=0-5-8 Max Grav 11=462(LC 1), 7=456(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-470/0, 6-7=-261/32, 2-3=-742/0, 3-4=-742/0, 4-5=-663/0 BOT CHORD 9-10=0/544, 8-9=0/813, 7-8=0/464 WEBS 5-7=-615/0, 5-8=0/328, 4-8=-262/0, 3-9=-270/46, 2-9=0/364, 2-10=-525/0, 1-10=0/434 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. August 22,2022 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 J22205837 Truss F06 Truss Type FLOOR Qty 3 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757307 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:04:50 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-AmKv7WchGsJxMlCOA3vjsasfmjL5ZxD_f8SY5OymLSB 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 0-8-0 0-8-0 5-9-8 5-1-8 5-11-0 0-1-8 6-10-12 0-11-12 7-10-8 0-11-12 9-3-0 1-4-8 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 >378 n/a L/d 480 240 n/a PLATES MT20 Weight: 46 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 9-10. REACTIONS. (size)13=0-3-8, 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=0/457, 2-12=-607/0, 2-11=0/409, 4-10=-458/0, 6-8=-977/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. August 22,2022 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 J22205837 Truss F07 Truss Type FLOOR Qty 21 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757308 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:04:51 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-ezuHKscJ0ARo_vmaknQyOoPxF7vDIQF8uoB5eqymLSA Scale = 1:9.41234 7 6 5 8 9 10 11 12 2x4 2x4 3x4 3x4 3x6 3x6 3x4 3x4 1-0-0 1-0-0 1-1-8 0-1-8 1-3-0 0-1-8 3-3-6 2-0-6 0-9-0 0-6-6 1-3-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [8:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.31 0.04 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 22 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 6=0-5-8 Max Uplift 5=-168(LC 7) Max Grav 5=197(LC 11), 6=761(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-268/0, 1-2=0/351, 2-3=0/351 WEBS 2-6=-275/56, 1-6=-574/0, 3-5=0/300, 3-6=-325/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=168. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-16, 1-4=-96 Concentrated Loads (lb) Vert: 1=-200 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-16, 1-4=-96 Concentrated Loads (lb) Vert: 1=-200 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-16, 1-2=-96, 2-4=-32 Continued on page 2 August 22,2022 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 J22205837 Truss F07 Truss Type FLOOR Qty 21 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757308 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:04:51 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-ezuHKscJ0ARo_vmaknQyOoPxF7vDIQF8uoB5eqymLSA 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 J22205837 Truss F08 Truss Type FLOOR Qty 3 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757309 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:04:52 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-69SfYCdxnUZfb3LmIUxBx?y5qXFw1uAH6SxfAHymLS9 Scale = 1:9.512 4 3 5 6 3x4 3x6 3x4 3x12 3x6 1-5-0 1-5-0 0-9-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [5:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.26 0.01 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 4 4 l/defl **** >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 13 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=0-5-8 Max Grav 3=276(LC 5), 4=260(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-267/0, 2-3=-268/0 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. August 22,2022 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 J22205837 Truss F09 Truss Type Floor Qty 34 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757310 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:04:53 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-aL01lYeZYnhWDDwysCTQUDUBVwL9mDjRL6gCijymLS8 Scale = 1:32.9 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 29 30 31 32 33 34 3x16 M18AHS FP 2x4 4x8 2x4 2x4 2x4 3x6 FP 2x4 3x4 2x4 3x4 4x6 4x6 4x6 4x6 4x8 4x6 4x6 4x6 4x6 2x4 3x4 3x4 3x4 3x4 2-9-0 2-9-0 5-3-0 2-6-0 6-7-8 1-4-8 7-4-4 0-8-12 8-1-0 0-8-12 9-5-8 1-4-8 11-11-8 2-6-0 17-1-0 5-1-8 19-10-0 2-9-0 1-3-0 1-5-8 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,Edge], [12:0-1-8,Edge], [13:Edge,0-1-8], [18:0-1-8,0-0-0], [19:0-1-8,Edge], [23:Edge,0-1-8], [24:0-1-8,0-1-0], [25:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.59 0.97 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.59 0.09 (loc) 17-18 17-18 13 l/defl >845 >398 n/a L/d 480 240 n/a PLATES MT20 M18AHS Weight: 90 lb FT = 20%F, 11%E GRIP 197/144 142/136 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 2-2-0 oc bracing. REACTIONS. (size)23=0-5-8, 13=0-5-8 Max Grav 23=1090(LC 1), 13=1090(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-260/35, 12-13=-262/31, 2-3=-2038/0, 3-4=-3404/0, 4-5=-4122/0, 5-6=-4387/0, 6-7=-4218/0, 7-9=-3455/0, 9-10=-3455/0, 10-11=-2035/0 BOT CHORD 22-23=0/1187, 20-22=0/2826, 19-20=0/4122, 18-19=0/4122, 17-18=0/4122, 16-17=0/4467, 15-16=0/3941, 14-15=0/2840, 13-14=0/1182 WEBS 4-19=0/398, 5-18=-358/10, 2-23=-1578/0, 2-22=0/1183, 3-22=-1095/0, 3-20=0/808, 4-20=-1038/0, 11-13=-1572/0, 11-14=0/1186, 10-14=-1121/0, 10-15=0/836, 9-15=-272/46, 7-15=-660/0, 7-16=0/397, 6-16=-360/0, 5-17=-53/528 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. August 22,2022 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 J22205837 Truss F10 Truss Type Floor Qty 4 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757311 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:04:54 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-3YaQzufCJ5pNrNV9Pv_f0Q1KAKiSVlJaamQlE9ymLS7 Scale = 1:17.3 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 18 2x4 3x6 2x4 3x4 3x6 2x4 3x4 2x4 3x4 3x4 3x4 3x4 3x4 2-9-0 2-9-0 5-3-0 2-6-0 6-7-8 1-4-8 7-4-4 0-8-12 8-1-0 0-8-12 9-5-0 1-4-0 1-3-0 1-5-8 0-11-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,Edge], [8:0-1-8,0-0-0], [9:0-1-8,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 0.72 0.90 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.20 0.01 (loc) 9-10 9-10 7 l/defl >999 >562 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, 7=Mechanical Max Grav 12=507(LC 1), 7=513(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-265/30, 2-3=-781/0, 3-4=-927/0, 4-5=-653/0 BOT CHORD 11-12=0/508, 10-11=0/1019, 9-10=0/653, 8-9=0/653, 7-8=0/653 WEBS 4-9=-282/0, 5-8=0/324, 2-12=-674/0, 2-11=0/394, 3-11=-341/0, 4-10=0/406, 5-7=-949/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. August 22,2022 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 J22205837 Truss F11 Truss Type Floor Qty 8 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757312 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:04:56 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-?wiAOagSri444gfXXK075r6gk8Ovzeot14vsJ2ymLS5 Scale = 1:17.3 1 2 3 4 5 6 13 12 11 10 9 8 7 14 15 16 17 18 19 20 3x4 2x4 3x6 2x4 2x4 4x6 2x4 3x4 2x4 3x4 3x4 3x4 3x4 3x4 4x6 6-7-8 6-7-8 7-4-4 0-8-12 8-1-0 0-8-12 10-7-0 2-6-0 1-3-0 1-5-8 0-10-8 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,Edge], [6:0-1-8,Edge], [9:0-1-8,0-0-0], [10:0-1-8,Edge], [14:0-1-8,0-1-0], [15:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.71 0.91 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.18 0.02 (loc) 10-11 10-11 7 l/defl >999 >686 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)7=0-3-8, 13=0-5-8 Max Grav 7=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=-265/31, 6-7=-536/0, 2-3=-921/0, 3-4=-1205/0, 4-5=-1039/0, 5-6=-397/0 BOT CHORD 12-13=0/584, 11-12=0/1222, 10-11=0/1039, 9-10=0/1039, 8-9=0/1039 WEBS 4-10=-256/1, 5-9=0/311, 2-13=-775/0, 2-12=0/469, 3-12=-417/0, 4-11=-24/322, 5-8=-873/0, 6-8=0/603 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. August 22,2022 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 J22205837 Truss F12 Truss Type Floor Qty 4 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757313 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:04:57 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-T7FYbwh4c0CxiqEk51XMe3fraXlFi2K0GkePrUymLS4 Scale = 1:32.9 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 28 29 30 31 32 33 34 35 36 37 3x6 FP 2x4 3x6 2x4 2x4 2x4 3x6 FP 2x4 3x4 2x4 3x4 3x4 3x4 3x4 3x4 3x6 3x4 3x4 3x4 4x6 2x4 4x6 4x6 4x6 3x4 3x4 4x6 2-9-0 2-9-0 5-3-0 2-6-0 6-7-8 1-4-8 7-4-4 0-8-12 8-1-0 0-8-12 9-5-8 1-4-8 11-11-8 2-6-0 13-10-4 1-10-12 17-1-0 3-2-12 19-10-0 2-9-0 1-3-0 1-5-8 0-6-4 0-5-12 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,Edge], [13:0-1-8,Edge], [20:0-1-8,0-0-0], [21:0-1-8,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 0.71 0.83 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.18 0.03 (loc) 21-22 21-22 17 l/defl >999 >939 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, 14=0-5-8, 17=0-5-8 Max Uplift 14=-90(LC 3) Max Grav 25=665(LC 3), 14=283(LC 23), 17=1437(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-264/31, 13-14=-261/32, 2-3=-1121/0, 3-4=-1597/0, 4-5=-1588/0, 5-6=-1124/0, 8-9=0/1143, 9-10=0/906, 10-11=0/906, 11-12=-142/327 BOT CHORD 24-25=0/692, 22-24=0/1509, 21-22=0/1588, 20-21=0/1588, 19-20=0/1588, 18-19=0/715, 17-18=-720/0, 16-17=-1143/0, 15-16=-572/68 WEBS 2-25=-919/0, 2-24=0/597, 3-24=-539/0, 12-14=-292/177, 12-15=-271/16, 11-15=0/341, 11-16=-652/0, 10-16=-252/81, 9-16=0/586, 8-18=0/968, 6-18=-909/0, 6-19=0/577, 5-19=-641/0, 9-17=-531/0, 8-17=-996/0 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) 14. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. August 22,2022 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 J22205837 Truss F13 Truss Type Floor Qty 2 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757314 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:04:58 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-xJpwoFiiNKKoK_pwel2bBGC1XxC4RZDAVOOzNwymLS3 Scale = 1:14.9 1 2 3 4 5 11 10 9 8 7 6 12 13 14 15 3x4 3x4 3x6 2x4 3x4 2x4 3x4 3x4 3x4 3x4 3x6 3-10-0 3-10-0 4-6-12 0-8-12 5-3-8 0-8-12 8-1-0 2-9-8 0-11-8 1-3-0 1-5-8 1-2-0 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [3:0-1-8,Edge], [4:0-1-8,Edge], [8:0-1-8,0-0-0], [9:0-1-8,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 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.69 0.41 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.06 0.01 (loc) 9-10 9-10 6 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 40 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)6=0-3-8, 11=0-3-8 Max Grav 6=438(LC 1), 11=438(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-251/69, 5-6=-427/0, 2-3=-567/0, 3-4=-704/0, 4-5=-348/0 BOT CHORD 10-11=0/377, 9-10=0/704, 8-9=0/704, 7-8=0/704 WEBS 3-10=-262/12, 2-10=0/305, 2-11=-565/0, 4-7=-484/0, 5-7=0/477 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. August 22,2022 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 J22205837 Truss F14 Truss Type Floor Qty 2 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757315 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:04:59 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-PVNJ0bjK8dSfx8O6CSZqjUk8ALQyA?GJj17WwNymLS2 Scale = 1:18.6 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 21 22 3x6 3x6 2x4 2x4 3x12 3x6 2x4 2-10-8 2-10-8 8-1-8 5-3-0 9-1-4 0-11-12 10-1-0 0-11-12 11-5-0 1-4-0 1-3-0 1-11-8 0-11-8 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 0.96 0.88 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.42 0.02 (loc) 11-12 11-12 9 l/defl >671 >315 n/a L/d 360 240 n/a PLATES MT20 Weight: 55 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=621(LC 1), 14=615(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=-1016/0, 3-4=-1457/0, 4-5=-1457/0, 5-6=-897/0, 6-7=-897/0 BOT CHORD 13-14=0/663, 12-13=0/1349, 11-12=0/1368, 10-11=0/897, 9-10=0/897 WEBS 6-11=0/255, 7-10=0/420, 2-14=-864/0, 2-13=0/491, 3-13=-463/0, 3-12=-98/283, 5-12=-79/265, 5-11=-651/0, 7-9=-1303/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. August 22,2022 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 J22205837 Truss F15 Truss Type Floor Qty 2 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757316 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:00 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-tixhDxjyvxaWZIyJmA53GhHNUlo5vROTyht4SpymLS1 Scale = 1:23.0 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 3x6 3x6 2x4 2x4 3x12 3x6 2x4 11-5-8 11-5-8 14-1-0 2-7-8 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], [12:0-1-8,0-0-0], [13:0-1-8,Edge], [17:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.67 0.76 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.36 0.03 (loc) 13-14 13-14 10 l/defl >938 >461 n/a L/d 360 240 n/a PLATES MT20 Weight: 66 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=0-5-8, 16=0-3-8 Max Grav 10=771(LC 1), 16=765(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=-270/38, 2-3=-1350/0, 3-4=-2093/0, 4-5=-2093/0, 5-6=-1983/0, 6-7=-1983/0, 7-8=-1285/0 BOT CHORD 15-16=0/842, 14-15=0/1828, 13-14=0/2180, 12-13=0/1983, 11-12=0/1983, 10-11=0/716 WEBS 7-12=0/313, 2-16=-1098/0, 2-15=0/707, 3-15=-664/0, 3-14=0/412, 5-13=-416/66, 8-10=-996/0, 8-11=0/791, 7-11=-949/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 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) CAUTION, Do not erect truss backwards. August 22,2022 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 J22205837 Truss F16 Truss Type Floor Qty 2 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757317 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:01 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-LuV3RHkbgFiNBSXVKtcIovpW7957ewZcBLcd_FymLS0 Scale = 1:14.9 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 2x4 3x6 2x4 2x4 4x6 2x4 3x4 2x4 2x4 4x6 3x4 3x6 3x4 2x4 2-8-8 2-8-8 5-2-0 2-5-8 5-4-0 0-2-0 6-3-12 0-11-12 7-3-8 0-11-12 8-1-0 0-9-8 1-1-0 1-3-0 1-11-8 0-5-0 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [5:0-1-8,Edge], [6:0-1-8,Edge], [7:0-1-8,Edge], [8:Edge,0-1-8], [9:0-1-8,0-0-0], [10:0-1-8,Edge], [13:0-1-8,0-1-0], [14:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.80 0.90 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.25 0.01 (loc) 10-11 10-11 8 l/defl >777 >377 n/a L/d 360 240 n/a PLATES MT20 Weight: 40 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=0-6-0, 8=0-6-0 Max Grav 12=434(LC 7), 8=434(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-263/9, 7-8=-116/338, 2-3=-650/0, 3-4=-650/0, 4-5=-474/0, 5-6=-474/0 BOT CHORD 11-12=0/387, 10-11=0/711, 9-10=0/474, 8-9=0/474 WEBS 6-9=0/392, 2-12=-544/0, 2-11=0/419, 4-10=-438/0, 6-8=-1096/0, 3-11=-254/35 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. August 22,2022 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 J22205837 Truss FG01 Truss Type FLOOR Qty 2 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757318 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:03 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-IHdpszmrCsy5QlhtRIemuKvvsyoa6k4vef5k38ymLS_ 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 M18AHS 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 8-1-8 8-1-8 9-1-4 0-11-12 10-1-0 0-11-12 21-10-0 11-9-0 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 M18AHS Weight: 121 lb FT = 20%F, 11%E GRIP 197/144 142/136 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)26=0-5-8, 16=0-5-8 Max Grav 26=1173(LC 1), 16=1172(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-274/10, 15-16=-263/26, 2-3=-2170/0, 3-4=-3554/0, 4-6=-3554/0, 6-7=-4772/0, 7-8=-4772/0, 8-9=-5085/0, 9-10=-4963/0, 10-12=-4001/0, 12-13=-4001/0, 13-14=-2320/0 BOT CHORD 25-26=0/1381, 24-25=0/2901, 22-24=0/4052, 21-22=0/4772, 20-21=0/4772, 19-20=0/5281, 18-19=0/4609, 17-18=0/3253, 16-17=0/1336 WEBS 7-22=-577/46, 2-26=-1762/0, 2-25=0/1071, 3-25=-992/0, 3-24=0/866, 6-24=-662/0, 6-22=-6/1078, 14-16=-1737/0, 14-17=0/1334, 13-17=-1266/0, 13-18=0/992, 12-18=-263/33, 10-18=-807/31, 10-19=-119/504, 9-19=-449/176, 9-20=-355/40, 8-20=0/525 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 253 lb down at 1-6-12, 79 lb up at 3-0-3, 79 lb up at 4-7-6, 79 lb up at 6-2-9, 79 lb up at 7-9-12, 79 lb up at 9-4-15, 79 lb up at 11-0-2, and 79 lb up at 12-7-5, and 253 lb down at 13-2-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-26=-16, 1-15=-96 Concentrated Loads (lb) Vert: 5=65(B) 7=65(B) 2=-202(B) 9=65(B) 30=65(B) 31=65(B) 34=65(B) 35=65(B) 37=-202(B) August 22,2022 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 J22205837 Truss FG01A Truss Type FLOOR Qty 1 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757319 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:06 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-irIyU_ojUnKgHDQS6QCTVyXTMAttJ62LLdKOfTymLRx Scale = 1:35.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 27 28 2930 31 32 33 34 35 36 37 38 39 40 3x16 M18AHS FP 2x4 3x6 3x6 3x6 FP3x6 FP 3x6 3x6 2x4 3x6 3x6 5x6 4x6 4x6 3x6 3x6 4x6 3x6 5x6 4x6 4x6 3x6 3x6 3x6 3x4 3x6 3x4 -0-5-8 0-5-8 7-8-0 7-8-0 8-7-12 0-11-12 9-7-8 0-11-12 21-4-8 11-9-0 0-11-0 1-3-0 1-11-8 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [21:0-1-8,0-0-0], [22:0-1-8,Edge], [27:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.38 0.61 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.41 0.07 (loc) 20-21 20-21 16 l/defl >750 >623 n/a L/d 480 240 n/a PLATES MT20 M18AHS Weight: 119 lb FT = 20%F, 11%E GRIP 197/144 142/136 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 Uplift 26=-3(LC 20) Max Grav 26=738(LC 1), 16=970(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 15-16=-263/27, 2-3=-1365/0, 3-4=-2568/0, 4-6=-2568/0, 6-7=-3516/0, 7-8=-3516/0, 8-9=-3675/0, 9-10=-3622/0, 10-12=-3093/0, 12-13=-3093/0, 13-14=-1860/0 BOT CHORD 25-26=0/668, 24-25=0/2010, 22-24=0/2958, 21-22=0/3516, 20-21=0/3516, 19-20=0/3744, 18-19=0/3460, 17-18=0/2575, 16-17=0/1096 WEBS 7-22=-441/82, 2-26=-993/0, 2-25=0/946, 3-25=-874/0, 3-24=-35/741, 6-24=-518/89, 6-22=-75/834, 14-16=-1424/0, 14-17=0/1037, 13-17=-969/0, 13-18=-49/687, 12-18=-259/37, 10-18=-488/133, 9-19=-165/286, 9-20=-283/177, 8-20=-126/393 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26. 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) 152 lb up at 1-1-4, 144 lb up at 2-6-11, 144 lb up at 4-1-14, 144 lb up at 5-9-1, 144 lb up at 7-4-4, 144 lb up at 8-11-7, 144 lb up at 10-6-10, and 144 lb up at 12-1-13, and 165 lb up at 12-8-12 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: 16-26=-16, 1-15=-96 Concentrated Loads (lb) Vert: 5=65(F) 3=65(F) 9=100(F) 28=96(F) 29=65(F) 32=65(F) 33=65(F) 34=65(F) 36=65(F) August 22,2022 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 J22205837 Truss FG02 Truss Type FLOOR Qty 3 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757320 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:09 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-6Q_560qcniiE8g91oZlA7b9vzNsaWRmn1bZ2FnymLRu Scale = 1:36.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 29 28 27 26 25 24 23 22 21 20 19 18 17 30 31 32 33 34 35 36 37 38 39 40 41 42 3x8 M18AHS FP 3x16 M18AHS FP 3x6 6x10 2x4 3x6 3x6 3x6 FP3x6 FP 8x8 3x6 6x16 6x10 6x10 6x10 8x16 3x6 6x10 7x16 M18AHS 8x10 6x8 10x10 3x4 3x6 8x16 5x6 3x12 6x8 6x8 8x8 6x8 8-1-8 8-1-8 9-1-4 0-11-12 10-1-0 0-11-12 11-8-12 1-7-12 13-11-8 2-2-12 19-1-0 5-1-8 21-10-0 2-9-0 1-3-0 1-11-8 1-4-0 0-9-8 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [15:0-8-0,Edge], [22:0-4-0,Edge], [23:0-8-0,Edge], [24:0-3-0,Edge], [25:0-1-8,Edge], [27:0-8-0,Edge], [30:0-1-8,0-1-8], [31:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.68 0.80 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.85 0.11 (loc) 23-24 23-24 17 l/defl >937 >302 n/a L/d 480 240 n/a PLATES MT20 M18AHS Weight: 223 lb FT = 20%F, 11%E GRIP 197/144 186/179 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) *Except* 2-29,2-28,3-28,3-27: 2x4 SPF No.2(flat) 15-17,15-18,14-18,14-20: 2x4 SP 2400F 2.0E(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)29=0-5-8, 17=0-5-8 Max Grav 29=1849(LC 1), 17=2699(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-29=-269/19, 16-17=-316/0, 2-3=-4182/0, 3-4=-7932/0, 4-6=-7925/0, 6-7=-11523/0, 7-8=-11523/0, 8-9=-13383/0, 9-10=-13421/0, 10-11=-12376/0, 11-13=-10342/0, 13-14=-10342/0, 14-15=-5789/0 BOT CHORD 28-29=0/2366, 27-28=0/6047, 25-27=0/9607, 24-25=0/11523, 23-24=0/11523, 22-23=0/13150, 20-22=0/11651, 18-20=0/8588, 17-18=0/3582 WEBS 7-25=-627/0, 8-24=-1170/0, 2-29=-2959/0, 2-28=0/2402, 3-28=-2467/0, 3-27=0/2349, 4-27=-265/23, 15-17=-4424/0, 15-18=0/3125, 14-18=-3620/0, 13-20=-287/5, 9-23=-1015/0, 6-27=-2171/0, 6-25=0/2616, 8-23=0/2524, 10-23=-243/505, 10-22=-1011/0, 11-22=0/935, 11-20=-1659/0, 14-20=0/2231 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 809 lb down at 11-8-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-96, 9-16=-186 Concentrated Loads (lb) Vert: 14=-500 9=-758(F) Continued on page 2 August 22,2022 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 J22205837 Truss FG02 Truss Type FLOOR Qty 3 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757320 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:09 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-6Q_560qcniiE8g91oZlA7b9vzNsaWRmn1bZ2FnymLRu LOAD CASE(S) Standard 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-96, 9-16=-186 Concentrated Loads (lb) Vert: 14=-500 9=-758(F) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-8=-96, 8-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-809(F) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-7=-32, 7-9=-96, 9-16=-186 Concentrated Loads (lb) Vert: 14=-500 9=-758(F) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-8=-96, 8-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-809(F) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-7=-32, 7-9=-96, 9-16=-186 Concentrated Loads (lb) Vert: 14=-500 9=-758(F) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 1=-250 14=-500 9=-336(F) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-336(F) 32=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-336(F) 33=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-336(F) 34=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 5=-250 14=-500 9=-336(F) 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-336(F) 35=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-336(F) 36=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-336(F) 37=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-336(F) 38=-250 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-336(F) 39=-250 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205837 Truss FG02 Truss Type FLOOR Qty 3 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757320 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:09 2022 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-6Q_560qcniiE8g91oZlA7b9vzNsaWRmn1bZ2FnymLRu LOAD CASE(S) Standard 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 12=-250 14=-500 9=-336(F) 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-336(F) 40=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-336(F) 41=-250 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-336(F) 42=-250 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 16=-250 14=-500 9=-336(F) 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 1=-250 14=-500 9=-336(F) 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 1=-250 14=-500 9=-336(F) 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 2=-250 14=-500 9=-336(F) 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 3=-250 14=-500 9=-336(F) 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 4=-250 14=-500 9=-336(F) 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-336(F) 6=-250 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 7=-250 14=-500 9=-336(F) 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 8=-250 14=-500 9=-336(F) 30) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-586(F=-336) 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-336(F) 10=-250 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205837 Truss FG02 Truss Type FLOOR Qty 3 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757320 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:09 2022 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-6Q_560qcniiE8g91oZlA7b9vzNsaWRmn1bZ2FnymLRu LOAD CASE(S) Standard 32) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-336(F) 11=-250 33) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 13=-250 9=-336(F) 34) 28th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-750 9=-336(F) 35) 29th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 15=-250 14=-500 9=-336(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205837 Truss FG03 Truss Type FLOOR GIRDER Qty 3 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757321 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:11 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-3p6rXissJJzyN_IQvzneC0EKFBc1_Jv4Uv29KgymLRs 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 12-7-0 12-7-0 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) August 22,2022 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 J22205837 Truss FG04 Truss Type FLOOR Qty 3 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757322 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:12 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-X?fDk2tU4d5p?8tcThItlDnLoasvjtLEjZnis6ymLRr 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 8-1-8 8-1-8 9-1-4 0-11-12 10-1-0 0-11-12 11-5-8 1-4-8 12-7-0 1-1-8 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. August 22,2022 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 J22205837 Truss FG05 Truss Type FLOOR Qty 3 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757323 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:14 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-TOn_9kulcELXER1?a6LLqesoiObXBg8WAtGpx?ymLRp Scale = 1:36.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 28 29 30 31 32 33 34 35 36 37 38 39 3x16 M18AHS FP 3x16 M18AHS FP 3x6 6x10 6x16 2x4 3x6 3x6 3x6 FP3x6 FP 5x6 3x6 3x6 4x6 6x8 6x8 6x6 6x8 3x6 6x6 6x8 6x8 6x6 6x6 3x6 3x6 3x6 3x6 4x6 8-1-8 8-1-8 9-1-4 0-11-12 10-1-0 0-11-12 21-10-0 11-9-0 1-3-0 1-11-8 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [8:0-3-0,Edge], [22:0-3-0,0-0-0], [23:0-3-0,Edge], [28:0-1-8,0-1-8], [29:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.55 0.69 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.65 0.08 (loc) 21-22 21-22 16 l/defl >848 >399 n/a L/d 480 240 n/a PLATES MT20 M18AHS Weight: 152 lb FT = 20%F, 11%E GRIP 197/144 142/136 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)27=0-5-8, 16=0-5-8 Max Grav 27=1296(LC 1), 16=2168(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-266/21, 15-16=-304/0, 2-3=-2808/0, 3-4=-4807/0, 4-6=-4807/0, 6-7=-6510/0, 7-8=-6510/0, 8-9=-6868/0, 9-10=-6663/0, 10-12=-5753/0, 12-13=-5755/0, 13-14=-3893/0 BOT CHORD 26-27=0/1631, 25-26=0/3908, 23-25=0/5636, 22-23=0/6510, 21-22=0/6510, 20-21=0/6956, 18-20=0/6348, 17-18=0/5197, 16-17=0/2553 WEBS 7-23=-480/0, 8-22=-430/0, 2-27=-2039/0, 2-26=0/1557, 3-26=-1456/0, 3-25=0/1165, 4-25=-255/32, 6-25=-1076/0, 6-23=0/1327, 14-16=-3240/0, 14-17=0/1774, 13-17=-1726/0, 13-18=0/736, 10-18=-759/0, 10-20=0/442, 9-20=-407/0, 9-21=-277/147, 8-21=-39/717 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-13=-96, 13-15=-376 August 22,2022 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 J22205837 Truss FG06 Truss Type FLOOR Qty 5 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757324 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:17 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-tzT6olxdv9j65vmaGEu2SGUJxbdDO1uzsrVTXKymLRm Scale = 1:36.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 28 29 30 31 32 33 34 35 36 37 38 39 3x16 M18AHS FP 3x16 M18AHS FP 3x6 6x10 6x16 2x4 3x6 3x6 3x6 FP3x6 FP 5x6 3x6 3x6 4x6 6x8 6x8 6x6 6x8 3x6 6x6 6x8 6x8 6x6 6x6 3x6 3x6 3x6 3x6 4x6 8-1-8 8-1-8 9-1-4 0-11-12 10-1-0 0-11-12 21-10-0 11-9-0 1-3-0 1-11-8 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [8:0-3-0,Edge], [22:0-3-0,0-0-0], [23:0-3-0,Edge], [28:0-1-8,0-1-8], [29:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.55 0.69 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.65 0.08 (loc) 21-22 21-22 16 l/defl >848 >399 n/a L/d 480 240 n/a PLATES MT20 M18AHS Weight: 152 lb FT = 20%F, 11%E GRIP 197/144 142/136 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)27=0-5-8, 16=0-5-8 Max Grav 27=1296(LC 1), 16=2168(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-266/21, 15-16=-304/0, 2-3=-2808/0, 3-4=-4807/0, 4-6=-4807/0, 6-7=-6510/0, 7-8=-6510/0, 8-9=-6868/0, 9-10=-6663/0, 10-12=-5753/0, 12-13=-5755/0, 13-14=-3893/0 BOT CHORD 26-27=0/1631, 25-26=0/3908, 23-25=0/5636, 22-23=0/6510, 21-22=0/6510, 20-21=0/6956, 18-20=0/6348, 17-18=0/5197, 16-17=0/2553 WEBS 7-23=-480/0, 8-22=-430/0, 2-27=-2039/0, 2-26=0/1557, 3-26=-1456/0, 3-25=0/1165, 4-25=-255/32, 6-25=-1076/0, 6-23=0/1327, 14-16=-3240/0, 14-17=0/1774, 13-17=-1726/0, 13-18=0/736, 10-18=-759/0, 10-20=0/442, 9-20=-407/0, 9-21=-277/147, 8-21=-39/717 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-13=-96, 13-15=-376 August 22,2022 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 J22205837 Truss FG06A Truss Type FLOOR Qty 1 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757325 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:19 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-qMbtDRytQmzqLDvyNfwWXhZgCPIHsxVGK9_acCymLRk Scale = 1:36.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 28 29 30 31 32 33 34 35 36 37 38 39 40 41 6x6 3x6 FP 6x10 2x4 3x6 3x6 3x6 FP3x6 FP 5x6 3x6 3x6 4x6 6x8 6x8 6x6 6x8 3x6 6x6 6x6 6x6 6x6 6x6 3x6 3x6 3x6 3x6 4x6 3x16 M18AHS FP 21-4-8 0-5-8 0-5-8 2-10-8 2-5-0 8-1-8 5-3-0 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 0-11-0 1-3-0 1-11-8 0-1-8 0-1-8 1-2-81-4-00-1-81-4-0Plate Offsets (X,Y)-- [8:0-3-0,Edge], [22:0-3-0,0-0-0], [23:0-3-0,Edge], [28:0-1-8,0-1-0] 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 0.50 0.65 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.60 0.08 (loc) 21-22 21-22 16 l/defl >999 >424 n/a L/d 480 240 n/a PLATES MT20 M18AHS Weight: 149 lb FT = 20%F, 11%E GRIP 197/144 142/136 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)27=Mechanical, 16=0-5-8 Max Grav 27=1252(LC 1), 16=1999(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 15-16=-363/0, 2-3=-2337/0, 3-4=-4321/0, 4-6=-4321/0, 6-7=-6005/0, 7-8=-6005/0, 8-9=-6351/0, 9-11=-6132/0, 11-12=-5216/0, 12-13=-5216/0, 13-14=-3498/0, 1-27=-256/50 BOT CHORD 26-27=0/1171, 25-26=0/3426, 23-25=0/5142, 22-23=0/6005, 21-22=0/6005, 20-21=0/6431, 18-20=0/5811, 17-18=0/4626, 16-17=0/2332 WEBS 7-23=-469/0, 8-22=-416/0, 2-26=0/1542, 3-26=-1442/0, 3-25=0/1160, 4-25=-262/23, 6-25=-1064/0, 6-23=0/1293, 14-16=-2959/0, 14-17=0/1543, 13-17=-1493/0, 13-18=0/780, 11-18=-759/0, 11-20=0/426, 9-20=-396/13, 9-21=-289/137, 8-21=-3/682, 2-27=-1690/0 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) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-39=-96, 15-39=-376 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-39=-96, 15-39=-376 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-8=-96, 8-39=-32, 15-39=-312 Continued on page 2 August 22,2022 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 J22205837 Truss FG06A Truss Type FLOOR Qty 1 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757325 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:19 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-qMbtDRytQmzqLDvyNfwWXhZgCPIHsxVGK9_acCymLRk LOAD CASE(S) Standard 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-7=-32, 7-39=-96, 15-39=-376 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-8=-96, 8-39=-32, 15-39=-312 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-7=-32, 7-39=-96, 15-39=-376 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-39=-32, 15-39=-312 Concentrated Loads (lb) Vert: 1=-250 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-39=-32, 15-39=-312 Concentrated Loads (lb) Vert: 29=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-39=-32, 15-39=-312 Concentrated Loads (lb) Vert: 30=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-39=-32, 15-39=-312 Concentrated Loads (lb) Vert: 31=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-39=-32, 15-39=-312 Concentrated Loads (lb) Vert: 32=-250 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-39=-32, 15-39=-312 Concentrated Loads (lb) Vert: 33=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-39=-32, 15-39=-312 Concentrated Loads (lb) Vert: 34=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-39=-32, 15-39=-312 Concentrated Loads (lb) Vert: 35=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-39=-32, 15-39=-312 Concentrated Loads (lb) Vert: 36=-250 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-39=-32, 15-39=-312 Concentrated Loads (lb) Vert: 37=-250 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-39=-32, 15-39=-312 Concentrated Loads (lb) Vert: 38=-250 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-39=-32, 15-39=-312 Concentrated Loads (lb) Vert: 40=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-39=-32, 15-39=-312 Concentrated Loads (lb) Vert: 41=-250 20) 14th 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 J22205837 Truss FG06A Truss Type FLOOR Qty 1 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757325 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:19 2022 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-qMbtDRytQmzqLDvyNfwWXhZgCPIHsxVGK9_acCymLRk LOAD CASE(S) Standard Uniform Loads (plf) Vert: 16-27=-16, 1-39=-32, 15-39=-312 Concentrated Loads (lb) Vert: 15=-250 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-39=-32, 15-39=-312 Concentrated Loads (lb) Vert: 2=-250 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-39=-32, 15-39=-312 Concentrated Loads (lb) Vert: 3=-250 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-39=-32, 15-39=-312 Concentrated Loads (lb) Vert: 4=-250 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-39=-32, 15-39=-312 Concentrated Loads (lb) Vert: 6=-250 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-39=-32, 15-39=-312 Concentrated Loads (lb) Vert: 7=-250 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-39=-32, 15-39=-312 Concentrated Loads (lb) Vert: 8=-250 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-39=-32, 15-39=-312 Concentrated Loads (lb) Vert: 9=-250 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-39=-32, 15-39=-312 Concentrated Loads (lb) Vert: 11=-250 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-39=-32, 15-39=-312 Concentrated Loads (lb) Vert: 12=-250 30) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-39=-32, 15-39=-312 Concentrated Loads (lb) Vert: 13=-250 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-39=-32, 15-39=-312 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 J22205837 Truss FG07 Truss Type FLOOR Qty 2 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757326 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:23 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-i7qN2p?OU?TFqqDjcV?ShXkJM0eqon9rFmyol_ymLRg Scale = 1:36.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 29 28 27 26 25 24 23 22 21 20 19 18 17 30 31 32 33 34 35 36 37 38 39 40 41 42 3x8 M18AHS FP 3x16 M18AHS FP 3x6 6x10 2x4 3x6 3x6 3x6 FP3x6 FP 8x8 3x6 6x16 6x10 6x10 6x10 8x16 3x6 6x10 7x16 M18AHS 8x10 6x8 10x10 3x4 3x6 8x16 5x6 3x12 6x8 6x8 8x8 6x8 8-1-8 8-1-8 9-1-4 0-11-12 10-1-0 0-11-12 11-6-12 1-5-12 13-11-8 2-4-12 19-1-0 5-1-8 21-10-0 2-9-0 1-3-0 1-11-8 1-2-0 0-11-8 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [15:0-8-0,Edge], [22:0-4-0,Edge], [23:0-8-0,Edge], [24:0-3-0,Edge], [25:0-1-8,Edge], [27:0-8-0,Edge], [30:0-1-8,0-1-8], [31:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.69 0.80 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.86 0.11 (loc) 23-24 23-24 17 l/defl >929 >301 n/a L/d 480 240 n/a PLATES MT20 M18AHS Weight: 223 lb FT = 20%F, 11%E GRIP 197/144 186/179 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) *Except* 2-29,2-28,3-28,3-27: 2x4 SPF No.2(flat) 15-17,15-18,14-18,14-20: 2x4 SP 2400F 2.0E(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-10 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=1861(LC 1), 17=2701(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-29=-269/19, 16-17=-316/0, 2-3=-4213/0, 3-4=-7998/0, 4-6=-7992/0, 6-7=-11619/0, 7-8=-11619/0, 8-9=-13435/0, 9-10=-13450/0, 10-11=-12396/0, 11-13=-10352/0, 13-14=-10352/0, 14-15=-5794/0 BOT CHORD 28-29=0/2383, 27-28=0/6095, 25-27=0/9687, 24-25=0/11619, 23-24=0/11619, 22-23=0/13170, 20-22=0/11667, 18-20=0/8595, 17-18=0/3585 WEBS 7-25=-632/0, 8-24=-1237/0, 2-29=-2981/0, 2-28=0/2422, 3-28=-2488/0, 3-27=0/2372, 4-27=-264/24, 15-17=-4427/0, 15-18=0/3128, 14-18=-3623/0, 13-20=-287/6, 9-23=-1043/0, 6-27=-2189/0, 6-25=0/2634, 8-23=0/2536, 10-23=-268/370, 10-22=-1005/0, 11-22=0/942, 11-20=-1666/0, 14-20=0/2234 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) 758 lb down at 11-6-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-96, 9-16=-186 Concentrated Loads (lb) Vert: 14=-500 9=-758(F) Continued on page 2 August 22,2022 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 J22205837 Truss FG07 Truss Type FLOOR Qty 2 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757326 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:23 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-i7qN2p?OU?TFqqDjcV?ShXkJM0eqon9rFmyol_ymLRg LOAD CASE(S) Standard 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-96, 9-16=-186 Concentrated Loads (lb) Vert: 14=-500 9=-758(F) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-8=-96, 8-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-325(F) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-7=-32, 7-9=-96, 9-16=-186 Concentrated Loads (lb) Vert: 14=-500 9=-758(F) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-8=-96, 8-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-325(F) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-29=-16, 1-7=-32, 7-9=-96, 9-16=-186 Concentrated Loads (lb) Vert: 14=-500 9=-758(F) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 1=-250 14=-500 9=-325(F) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-325(F) 32=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-325(F) 33=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-325(F) 34=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 5=-250 14=-500 9=-325(F) 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-325(F) 35=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-325(F) 36=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-325(F) 37=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-325(F) 38=-250 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-325(F) 39=-250 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205837 Truss FG07 Truss Type FLOOR Qty 2 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757326 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:23 2022 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-i7qN2p?OU?TFqqDjcV?ShXkJM0eqon9rFmyol_ymLRg LOAD CASE(S) Standard 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 12=-250 14=-500 9=-325(F) 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-325(F) 40=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-325(F) 41=-250 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-325(F) 42=-250 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 16=-250 14=-500 9=-325(F) 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 1=-250 14=-500 9=-325(F) 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 1=-250 14=-500 9=-325(F) 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 2=-250 14=-500 9=-325(F) 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 3=-250 14=-500 9=-325(F) 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 4=-250 14=-500 9=-325(F) 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-325(F) 6=-250 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 7=-250 14=-500 9=-325(F) 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 8=-250 14=-500 9=-325(F) 30) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-575(F=-325) 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-325(F) 10=-250 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205837 Truss FG07 Truss Type FLOOR Qty 2 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757326 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:23 2022 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-i7qN2p?OU?TFqqDjcV?ShXkJM0eqon9rFmyol_ymLRg LOAD CASE(S) Standard 32) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 9=-325(F) 11=-250 33) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 13=-250 9=-325(F) 34) 28th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-750 9=-325(F) 35) 29th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-29=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 15=-250 14=-500 9=-325(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 J22205837 Truss FG08 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757327 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:24 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-AJOmG800FJb6R_owACWhElGbKQA9XJ0?TQhLHQymLRf Scale = 1:9.4123 6 5 4 7 8 3x4 3x4 6x6 6x6 4x8 3x6 1-8-0 1-8-0 3-4-0 1-8-0 1-4-4 1-4-01-4-0Plate Offsets (X,Y)-- [6:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.16 0.03 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 28 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 4=Mechanical Max Grav 6=835(LC 1), 4=835(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-822/0, 3-4=-822/0, 1-2=-810/0, 2-3=-810/0 WEBS 2-5=-1179/0, 1-5=0/1009, 3-5=0/1009 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 554 lb down at 1-8-2 on top chord. The design/selection of such connection device(s) is the responsibility of others. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-6=-16, 1-3=-346(F=-250) Concentrated Loads (lb) Vert: 2=-554(B) August 22,2022 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 J22205837 Truss FG08A Truss Type Floor Girder Qty 2 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757328 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:24 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-AJOmG800FJb6R_owACWhElGZmQAEXLa?TQhLHQymLRf Scale = 1:9.4123 6 5 4 7 8 3x4 3x4 6x6 6x6 4x8 3x6 1-8-0 1-8-0 3-4-0 1-8-0 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 0.26 0.02 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -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=664(LC 1), 4=564(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-653/0, 3-4=-553/0, 1-2=-515/0, 2-3=-515/0 WEBS 2-5=-739/0, 1-5=0/641, 3-5=0/641 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) 447 lb down at 0-8-7, and 436 lb down at 2-3-10 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=-96 Concentrated Loads (lb) Vert: 7=-447(B) 8=-436(B) August 22,2022 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 J22205837 Truss FG09 Truss Type FLOOR Qty 6 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757329 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:25 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-eVy8TU1e0cjz38N6kw1wnypnxqV9GnR8i4RupsymLRe Scale = 1:9.41234 7 6 5 8 9 10 11 12 2x4 2x4 3x6 3x6 3x6 3x6 3x6 3x6 1-0-0 1-0-0 1-1-8 0-1-8 3-3-6 2-1-14 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 0.10 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=-189(LC 7) Max Grav 5=175(LC 11), 6=875(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-267/0, 1-2=0/387, 2-3=0/387 BOT CHORD 5-6=-261/0 WEBS 2-6=-349/0, 1-6=-613/0, 3-5=0/340, 3-6=-309/0 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=189. 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, 1-2=-196, 2-4=-96 Concentrated Loads (lb) Vert: 1=-200 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-16, 1-2=-196, 2-4=-96 Concentrated Loads (lb) Vert: 1=-200 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 August 22,2022 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 J22205837 Truss FG09 Truss Type FLOOR Qty 6 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757329 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:25 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-eVy8TU1e0cjz38N6kw1wnypnxqV9GnR8i4RupsymLRe LOAD CASE(S) Standard Uniform Loads (plf) Vert: 5-7=-16, 1-2=-196, 2-4=-32 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=-132, 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=-196, 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=-132, 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, 1-2=-132, 2-4=-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, 1-2=-132, 2-4=-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, 1-2=-132, 2-4=-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, 1-2=-132, 2-4=-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, 1-2=-132, 2-4=-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, 1-2=-132, 2-4=-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, 1-2=-132, 2-4=-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 J22205837 Truss FG10 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757330 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:27 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-bu3uuA2uYE_hIRXVrL4OsNuzQdz6kVPRAOw?ulymLRc Scale = 1:33.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 27 28 29 30 31 32 33 34 35 36 37 38 6x8 3x8 M18AHS FP 3x16 M18AHS FP 2x4 6x16 2x4 3x6 3x6 3x6 FP3x6 FP 3x6 5x6 3x6 6x6 6x8 6x8 6x8 6x8 7x16 M18AHS 6x10 6x6 6x8 3x6 6x6 6x6 6x6 6x10 3x6 9-6-12 9-6-12 19-10-0 10-3-4 1-3-0 1-5-8 1-2-12 1-0-4 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [5:0-3-0,Edge], [6:0-1-8,Edge], [20:0-3-12,Edge], [21:0-3-0,0-0-0], [27:0-1-8,0-1-0], [28:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.75 0.91 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.71 0.10 (loc) 20 20-21 15 l/defl >906 >331 n/a L/d 480 240 n/a PLATES MT20 M18AHS Weight: 169 lb FT = 20%F, 11%E GRIP 197/144 142/136 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 5-9-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)26=0-5-8, 15=0-5-8 Max Grav 26=1748(LC 1), 15=3180(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-255/39, 14-15=-332/0, 2-3=-3766/0, 3-5=-6877/0, 5-6=-8860/0, 6-7=-10669/0, 7-8=-10680/0, 8-9=-10454/0, 9-11=-9336/0, 11-12=-9336/0, 12-13=-6147/0 BOT CHORD 25-26=0/2168, 23-25=0/5404, 22-23=0/8860, 21-22=0/8860, 20-21=0/8860, 19-20=0/10740, 18-19=0/10159, 16-18=0/8459, 15-16=0/3799 WEBS 5-22=0/968, 6-21=-901/0, 2-26=-2759/0, 2-25=0/2157, 3-25=-2129/0, 3-23=0/1954, 5-23=-2628/0, 13-15=-4824/0, 13-16=0/3107, 12-16=-3061/0, 12-18=0/1137, 9-18=-1067/0, 9-19=0/394, 8-19=-380/0, 7-20=-985/0, 6-20=0/2482, 8-20=-371/77 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 539 lb down at 9-6-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-96, 7-12=-176, 12-14=-426 Concentrated Loads (lb) Vert: 12=-500 7=-488(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-96, 7-12=-176, 12-14=-426 Continued on page 2 August 22,2022 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 J22205837 Truss FG10 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757330 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:28 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-34dG5W3XJX6Ywb5hP2bdObR8A1JLTyfaO2fYQBymLRb LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 12=-500 7=-488(F) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-26=-16, 1-6=-96, 6-7=-32, 7-12=-112, 12-14=-362 Concentrated Loads (lb) Vert: 12=-500 7=-539(F) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-26=-16, 1-5=-32, 5-7=-96, 7-12=-176, 12-14=-426 Concentrated Loads (lb) Vert: 12=-500 7=-488(F) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-26=-16, 1-6=-96, 6-7=-32, 7-12=-112, 12-14=-362 Concentrated Loads (lb) Vert: 12=-500 7=-539(F) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-26=-16, 1-5=-32, 5-7=-96, 7-12=-176, 12-14=-426 Concentrated Loads (lb) Vert: 12=-500 7=-488(F) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-12=-112, 12-14=-219 Concentrated Loads (lb) Vert: 1=-250 12=-214 7=-223(F) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-12=-112, 12-14=-219 Concentrated Loads (lb) Vert: 12=-214 7=-223(F) 29=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-12=-112, 12-14=-219 Concentrated Loads (lb) Vert: 12=-214 7=-223(F) 30=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-12=-112, 12-14=-219 Concentrated Loads (lb) Vert: 12=-214 7=-223(F) 31=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-12=-112, 12-14=-219 Concentrated Loads (lb) Vert: 12=-214 7=-223(F) 32=-250 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-12=-112, 12-14=-219 Concentrated Loads (lb) Vert: 12=-214 7=-223(F) 33=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-12=-112, 12-14=-219 Concentrated Loads (lb) Vert: 12=-214 7=-223(F) 34=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-12=-112, 12-14=-219 Concentrated Loads (lb) Vert: 12=-214 7=-223(F) 35=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-12=-112, 12-14=-219 Concentrated Loads (lb) Vert: 10=-250 12=-214 7=-223(F) 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-12=-112, 12-14=-219 Concentrated Loads (lb) Vert: 12=-214 7=-223(F) 36=-250 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-12=-112, 12-14=-219 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205837 Truss FG10 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757330 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:28 2022 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-34dG5W3XJX6Ywb5hP2bdObR8A1JLTyfaO2fYQBymLRb LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 12=-214 7=-223(F) 37=-250 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-12=-112, 12-14=-219 Concentrated Loads (lb) Vert: 12=-214 7=-223(F) 38=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-12=-112, 12-14=-219 Concentrated Loads (lb) Vert: 14=-250 12=-214 7=-223(F) 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-12=-112, 12-14=-219 Concentrated Loads (lb) Vert: 1=-250 12=-214 7=-223(F) 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-12=-112, 12-14=-219 Concentrated Loads (lb) Vert: 1=-250 12=-214 7=-223(F) 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-12=-112, 12-14=-219 Concentrated Loads (lb) Vert: 2=-250 12=-214 7=-223(F) 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-12=-112, 12-14=-219 Concentrated Loads (lb) Vert: 3=-250 12=-214 7=-223(F) 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-12=-112, 12-14=-219 Concentrated Loads (lb) Vert: 5=-250 12=-214 7=-223(F) 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-12=-112, 12-14=-219 Concentrated Loads (lb) Vert: 6=-250 12=-214 7=-223(F) 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-12=-112, 12-14=-219 Concentrated Loads (lb) Vert: 12=-214 7=-473(F=-223) 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-12=-112, 12-14=-219 Concentrated Loads (lb) Vert: 12=-214 8=-250 7=-223(F) 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-12=-112, 12-14=-219 Concentrated Loads (lb) Vert: 12=-214 9=-250 7=-223(F) 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-12=-112, 12-14=-219 Concentrated Loads (lb) Vert: 12=-214 11=-250 7=-223(F) 30) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-12=-112, 12-14=-219 Concentrated Loads (lb) Vert: 12=-464 7=-223(F) 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-12=-112, 12-14=-219 Concentrated Loads (lb) Vert: 13=-250 12=-214 7=-223(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 J22205837 Truss FG11 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757331 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:29 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-XHBeJs494rEPYlgtzl6sxo_Q?RkZCUFkdiP6zdymLRa Scale = 1:17.3 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 4x6 2x4 3x6 2x4 4x6 3x6 2x4 3x6 2x4 3x6 3x6 3x4 3x6 3x4 5x8 3x6 9-6-12 9-6-12 10-7-0 1-0-4 1-3-0 1-5-8 1-2-12 0-7-12 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [7:0-3-0,Edge], [8:Edge,0-1-8], [10:0-1-8,0-0-0], [11:0-1-8,Edge], [15:0-1-8,0-1-0], [16:0-1-8,0-1-0] 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 0.29 0.59 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.09 0.02 (loc) 11-12 11-12 8 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 62 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, 14=0-5-8 Max Grav 8=1109(LC 1), 14=623(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-267/23, 7-8=-1091/0, 2-3=-1085/0, 3-4=-1467/0, 4-5=-1409/0, 5-6=-788/0, 6-7=-794/0 BOT CHORD 13-14=0/670, 12-13=0/1453, 11-12=0/1409, 10-11=0/1409, 9-10=0/1409 WEBS 2-14=-869/0, 2-13=0/563, 3-13=-499/0, 5-9=-802/0, 7-9=0/1237, 6-9=-623/0 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. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 638 lb down at 9-6-12 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: 8-14=-16, 1-7=-96 Concentrated Loads (lb) Vert: 6=-587(B) August 22,2022 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 J22205837 Truss FG12 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757332 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:30 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-?Tl1WC5nr9MG9vF4WTd5U0WUAr3BxuMtsM8fV4ymLRZ Scale = 1:33.5 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 29 30 31 32 33 34 35 3x16 M18AHS FP 2x4 4x6 2x4 3x6 3x6 3x6 FP3x6 FP 3x6 4x6 3x6 5x6 6x8 4x10 6x8 5x12 6x6 3x6 3x6 3x6 3x6 6x6 6x16 6x6 6x8 6x18 M18AHS 9-5-8 9-5-8 11-11-8 2-6-0 17-1-0 5-1-8 19-10-0 2-9-0 1-3-0 1-5-8 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [5:0-3-0,Edge], [6:0-3-0,Edge], [19:0-3-0,0-0-0], [21:0-3-4,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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.71 0.69 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.61 0.09 (loc) 18 18 14 l/defl >819 >385 n/a L/d 480 240 n/a PLATES MT20 M18AHS Weight: 145 lb FT = 20%F, 11%E GRIP 197/144 142/136 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)24=0-5-8, 14=0-5-8 Max Grav 24=1409(LC 1), 14=3270(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-262/31, 13-14=-342/0, 2-3=-2832/0, 3-5=-5413/0, 5-6=-6674/0, 6-7=-7559/0, 7-8=-8114/0, 8-10=-7955/0, 10-11=-7947/0, 11-12=-5699/0 BOT CHORD 23-24=0/1615, 21-23=0/4091, 20-21=0/6674, 19-20=0/6674, 18-19=0/6674, 17-18=0/8037, 16-17=0/8171, 15-16=0/7536, 14-15=0/3833 WEBS 5-20=0/834, 6-19=-741/0, 2-24=-2100/0, 2-23=0/1650, 3-23=-1708/0, 3-21=0/1658, 5-21=-1801/0, 10-16=-285/15, 8-16=-429/14, 7-18=-743/0, 6-18=0/1326, 11-16=0/544, 11-15=-2431/0, 12-15=0/2469, 12-14=-4864/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-16, 1-9=-96, 9-11=-376, 11-13=-626 August 22,2022 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 J22205837 Truss FG13 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757333 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:32 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-xstnxt61Mmc_PDPSeufZZRcppefyPp?AJgdmZyymLRX Scale = 1:32.9 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 29 30 31 32 33 34 35 3x16 M18AHS FP 2x4 4x6 4x10 2x4 3x6 3x6 3x6 FP3x6 FP 2x4 4x6 2x4 4x6 6x6 4x8 6x6 4x6 6x8 4x8 6x6 4x6 3x6 3x6 3x4 3x6 4x6 19-10-0 19-10-0 1-3-0 1-5-8 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [5:0-3-0,Edge], [6:0-3-0,Edge], [14:Edge,0-1-8], [19:0-1-8,0-0-0], [20:0-1-8,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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.83 0.99 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -0.68 0.13 (loc) 18-19 18-19 14 l/defl >732 >345 n/a L/d 480 240 n/a PLATES MT20 M18AHS Weight: 126 lb FT = 20%F, 11%E GRIP 197/144 186/179 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)24=0-5-8, 14=0-5-8 Max Grav 24=1313(LC 1), 14=2413(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-259/33, 13-14=-307/0, 2-3=-2630/0, 3-5=-4625/0, 5-6=-5723/0, 6-7=-6350/0, 7-8=-6727/0, 8-10=-6397/0, 10-11=-6383/0, 11-12=-4259/0 BOT CHORD 23-24=0/1521, 21-23=0/3675, 20-21=0/5723, 19-20=0/5723, 18-19=0/5723, 17-18=0/6776, 16-17=0/6648, 15-16=0/5760, 14-15=0/2711 WEBS 5-20=0/328, 6-19=-292/0, 2-24=-1978/0, 2-23=0/1504, 3-23=-1417/0, 3-21=0/1308, 5-21=-1509/0, 12-14=-3519/0, 12-15=0/2100, 11-15=-2037/0, 11-16=0/842, 10-16=-367/0, 8-16=-436/0, 8-17=-46/293, 7-18=-705/0, 6-18=0/992 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-16, 1-9=-96, 9-13=-376 August 22,2022 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 J22205837 Truss FG14 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757334 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:34 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-uE?XMZ8HuNsheWZrlJi1eshGSSSRtj9Tn_6terymLRV 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 11-6-12 11-6-12 12-7-0 1-0-4 1-3-0 1-11-8 1-2-0 0-7-0 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 0.54 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -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=1390(LC 1), 16=737(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=-1324/0, 2-3=-1422/0, 3-4=-2177/0, 4-5=-2177/0, 5-6=-1966/0, 6-7=-1966/0, 7-8=-1022/0, 8-9=-1031/0 BOT CHORD 15-16=0/891, 14-15=0/1920, 13-14=0/2247, 12-13=0/1966, 11-12=0/1966 WEBS 7-12=0/300, 2-16=-1113/0, 2-15=0/702, 3-15=-658/0, 3-14=-12/384, 5-13=-505/18, 7-11=-1241/0, 9-11=0/1548, 8-11=-758/0 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. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 765 lb down at 11-6-12 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) August 22,2022 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 J22205837 Truss FG15 Truss Type FLOOR Qty 6 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757335 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:36 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-qd6InF9YQ?6PtqjDtjkVjHmZ8G24LaomEIb_ijymLRT Scale = 1:36.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 28 29 30 31 32 33 34 35 36 37 38 39 40 3x16 M18AHS FP 3x16 M18AHS FP 3x6 6x10 6x16 2x4 3x6 3x6 3x6 FP3x6 FP 6x6 3x6 3x6 5x6 6x8 6x8 6x8 6x8 3x6 6x8 6x18 M18AHS 6x8 6x6 6x6 3x6 3x6 3x6 3x6 6x6 8-1-8 8-1-8 9-1-4 0-11-12 10-1-0 0-11-12 21-10-0 11-9-0 1-3-0 1-11-8 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [8:0-3-0,Edge], [22:0-3-0,0-0-0], [23:0-1-8,Edge], [28:0-1-8,0-1-8], [29:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.55 0.92 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.84 0.12 (loc) 21-22 21-22 16 l/defl >999 >309 n/a L/d 480 240 n/a PLATES MT20 M18AHS Weight: 152 lb FT = 20%F, 11%E GRIP 197/144 142/136 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)27=0-5-8, 16=0-5-8 Max Grav 27=1510(LC 1), 16=3237(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-269/17, 15-16=-437/0, 2-3=-3334/0, 3-4=-5826/0, 4-6=-5826/0, 6-7=-8252/0, 7-8=-8252/0, 8-9=-9050/0, 9-10=-9220/0, 10-12=-8283/0, 12-13=-8284/0, 13-14=-5713/0 BOT CHORD 26-27=0/1912, 25-26=0/4667, 23-25=0/6912, 22-23=0/8252, 21-22=0/8252, 20-21=0/9446, 18-20=0/8987, 17-18=0/7591, 16-17=0/3805 WEBS 7-23=-753/0, 8-22=-590/0, 2-27=-2390/0, 2-26=0/1882, 3-26=-1764/0, 3-25=0/1502, 4-25=-299/0, 6-25=-1409/0, 6-23=0/1934, 14-16=-4828/0, 14-17=0/2525, 13-17=-2486/0, 13-18=0/914, 10-18=-897/0, 10-20=-102/309, 9-20=-299/119, 9-21=-724/0, 8-21=0/1283 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-96, 13-36=-176, 13-15=-596 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-96, 13-36=-176, 13-15=-596 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-8=-96, 8-36=-32, 13-36=-112, 13-15=-532 Continued on page 2 August 22,2022 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 J22205837 Truss FG15 Truss Type FLOOR Qty 6 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757335 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:36 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-qd6InF9YQ?6PtqjDtjkVjHmZ8G24LaomEIb_ijymLRT LOAD CASE(S) Standard 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-7=-32, 7-36=-96, 13-36=-176, 13-15=-596 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-8=-96, 8-36=-32, 13-36=-112, 13-15=-532 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-7=-32, 7-36=-96, 13-36=-176, 13-15=-596 7) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 13-36=-112, 13-15=-532 Concentrated Loads (lb) Vert: 1=-250 8) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 13-36=-112, 13-15=-532 Concentrated Loads (lb) Vert: 30=-250 9) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 13-36=-112, 13-15=-532 Concentrated Loads (lb) Vert: 31=-250 10) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 13-36=-112, 13-15=-532 Concentrated Loads (lb) Vert: 32=-250 11) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 13-36=-112, 13-15=-532 Concentrated Loads (lb) Vert: 5=-250 12) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 13-36=-112, 13-15=-532 Concentrated Loads (lb) Vert: 33=-250 13) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 13-36=-112, 13-15=-532 Concentrated Loads (lb) Vert: 34=-250 14) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 13-36=-112, 13-15=-532 Concentrated Loads (lb) Vert: 35=-250 15) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 13-36=-112, 13-15=-532 Concentrated Loads (lb) Vert: 37=-250 16) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 13-36=-112, 13-15=-532 Concentrated Loads (lb) Vert: 11=-250 17) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 13-36=-112, 13-15=-532 Concentrated Loads (lb) Vert: 38=-250 18) 12th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 13-36=-112, 13-15=-532 Concentrated Loads (lb) Vert: 39=-250 19) 13th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 13-36=-112, 13-15=-532 Concentrated Loads (lb) Vert: 40=-250 20) 14th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 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 J22205837 Truss FG15 Truss Type FLOOR Qty 6 Ply 1 ONYX + EAST - MELANGE B2 - 2ND FLOOR Job Reference (optional) I53757335 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:36 2022 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-qd6InF9YQ?6PtqjDtjkVjHmZ8G24LaomEIb_ijymLRT LOAD CASE(S) Standard Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 13-36=-112, 13-15=-532 Concentrated Loads (lb) Vert: 15=-250 21) 15th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 13-36=-112, 13-15=-532 Concentrated Loads (lb) Vert: 1=-250 22) 16th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 13-36=-112, 13-15=-532 Concentrated Loads (lb) Vert: 1=-250 23) 17th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 13-36=-112, 13-15=-532 Concentrated Loads (lb) Vert: 2=-250 24) 18th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 13-36=-112, 13-15=-532 Concentrated Loads (lb) Vert: 3=-250 25) 19th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 13-36=-112, 13-15=-532 Concentrated Loads (lb) Vert: 4=-250 26) 20th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 13-36=-112, 13-15=-532 Concentrated Loads (lb) Vert: 6=-250 27) 21st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 13-36=-112, 13-15=-532 Concentrated Loads (lb) Vert: 7=-250 28) 22nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 13-36=-112, 13-15=-532 Concentrated Loads (lb) Vert: 8=-250 29) 23rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 13-36=-112, 13-15=-532 Concentrated Loads (lb) Vert: 9=-250 30) 24th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 13-36=-112, 13-15=-532 Concentrated Loads (lb) Vert: 10=-250 31) 25th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 13-36=-112, 13-15=-532 Concentrated Loads (lb) Vert: 12=-250 32) 26th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 13-36=-112, 13-15=-532 Concentrated Loads (lb) Vert: 13=-250 33) 27th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 13-36=-112, 13-15=-532 Concentrated Loads (lb) Vert: 14=-250 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