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HomeMy WebLinkAboutI48489101.J2110495716023 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). October 25,2021 Liu, Xuegang Pages or sheets covered by this seal: I48489101 thru I48489129 My license renewal date for the state of Indiana is July 31, 2022. J21104957 ONYX+EAST - MELANGE B6 - 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 J21104957 Truss F01 Truss Type Floor Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489101 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:36:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-Z1LA6vUHcpMRd8MIDOTasu7nCzHAq3z3_Bk3PSyQtFM 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 2x4 3x6 3x4 4x6 4x6 8-6-0 8-6-0 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 480 360 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 is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss F02 Truss Type Floor Qty 68 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489102 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:36:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-VPSxWaWY8Qc9sSVhLpV2xJC8qmtYIsfMRVDAUKyQtFK Scale = 1:36.3 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 3x16 MT18HS FP 2x4 4x8 2x4 2x4 2x4 3x6 FP 4x8 4x8 4x8 4x6 4x6 4x6 4x6 4x6 2x4 4x6 2x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 2x4 2x4 21-10-0 21-10-0 1-3-0 0-10-0 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,0-0-0], [15:0-1-8,Edge], [16:Edge,0-1-8], [20:0-1-8,Edge], [21:0-1-8,Edge], [26:Edge,0-1-8], [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 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.43 0.64 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.71 0.12 (loc) 21 21 16 l/defl >775 >365 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 101 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)26=0-5-8, 16=0-5-8 Max Grav 26=1202(LC 1), 16=1202(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-262/31, 15-16=-262/31, 2-3=-2278/0, 3-4=-3930/0, 4-5=-3930/0, 5-6=-4927/0, 6-7=-5370/0, 7-8=-5370/0, 8-9=-5370/0, 9-10=-4927/0, 10-12=-3930/0, 12-13=-3930/0, 13-14=-2278/0 BOT CHORD 25-26=0/1309, 24-25=0/3198, 22-24=0/4555, 21-22=0/5255, 20-21=0/5370, 19-20=0/5255, 18-19=0/4555, 17-18=0/3198, 16-17=0/1309 WEBS 14-16=-1741/0, 2-26=-1741/0, 14-17=0/1347, 2-25=0/1347, 13-17=-1280/0, 3-25=-1280/0, 13-18=0/995, 12-18=-264/50, 3-24=0/995, 4-24=-264/50, 10-18=-850/0, 5-24=-850/0, 10-19=0/518, 5-22=0/518, 9-19=-461/0, 6-22=-461/0, 9-20=-175/440, 6-21=-175/440 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss F03 Truss Type Floor Qty 10 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489103 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:36:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-RoahxGXof2ss6lf4SDXW0kHSeabamr6fvpiHYDyQtFI Scale = 1:18.8 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 3x4 2x4 3x6 2x4 3x4 3x4 3x4 3x6 3x4 3x4 3x4 4x6 4x6 2x4 5-3-0 5-3-0 10-4-8 5-1-8 11-5-0 1-0-8 1-3-0 0-9-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [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 0.54 0.41 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.02 (loc) 11 10-11 8 l/defl >999 >999 n/a L/d 480 360 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 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=Mechanical, 13=0-5-8 Max Grav 8=625(LC 1), 13=619(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-261/32, 7-8=-622/0, 2-3=-1016/0, 3-4=-1437/0, 4-5=-1437/0, 5-6=-1206/0, 6-7=-412/0 BOT CHORD 12-13=0/649, 11-12=0/1335, 10-11=0/1427, 9-10=0/941 WEBS 2-13=-862/0, 2-12=0/511, 3-12=-444/0, 3-11=-100/281, 5-10=-324/0, 6-10=0/384, 6-9=-736/0, 7-9=0/682, 4-11=-266/54 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss F04 Truss Type Floor Qty 15 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489104 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-rNGqaIagyzERzDOe8M5DeNvxgnZGz9w5bnwx9YyQtFF Scale: 1/2"=1' 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 3x4 2x4 3x6 2x4 3x6 3x6 3x4 3x6 2x4 3x4 3x4 3x4 4x6 3x4 4x6 2x4 3x6 10-4-8 10-4-8 13-0-0 2-7-8 14-7-0 1-7-0 1-3-0 1-4-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [17:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.68 0.67 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.19 0.05 (loc) 13 13-14 10 l/defl >999 >905 n/a L/d 480 360 n/a PLATES MT20 Weight: 69 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=Mechanical, 16=0-5-8 Max Grav 10=802(LC 1), 16=796(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-261/31, 9-10=-793/0, 2-3=-1400/0, 3-4=-2195/0, 4-5=-2195/0, 5-6=-2334/0, 6-7=-1915/0, 7-8=-1915/0, 8-9=-829/0 BOT CHORD 15-16=0/850, 14-15=0/1902, 13-14=0/2380, 12-13=0/2247, 11-12=0/1503 WEBS 2-16=-1129/0, 2-15=0/765, 3-15=-698/0, 3-14=0/434, 4-14=-265/51, 5-14=-347/55, 6-12=-461/0, 8-11=-938/0, 9-11=0/1076, 7-12=-255/94, 8-12=0/560 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss F05 Truss Type Floor Qty 12 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489105 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-GyxyCJcZFuc0qg7DpUewG?XW8?beAUPXHl9bmtyQtFC 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 3x16 MT18HS FP 2x4 2x4 3x4 3x6 FP 4x8 4x6 4x6 4x6 4x6 4x6 4x6 4x6 4x6 2x4 4x6 2x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 2x4 2x4 -0-5-8 0-5-8 21-4-8 21-4-8 0-9-8 1-3-0 0-10-0 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [7:0-1-8,Edge], [8:0-1-8,0-0-0], [15:0-1-8,Edge], [16:Edge,0-1-8], [20:0-1-8,Edge], [21:0-1-8,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 0.41 0.63 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.66 0.11 (loc) 20 20 16 l/defl >823 >387 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 100 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=0-5-8, 26=Mechanical Max Grav 16=1176(LC 1), 26=1182(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 15-16=-262/31, 2-3=-1875/0, 3-4=-3584/0, 4-5=-3584/0, 5-6=-4633/0, 6-7=-5142/0, 7-8=-5142/0, 8-9=-5142/0, 9-10=-4765/0, 10-12=-3820/0, 12-13=-3820/0, 13-14=-2222/0, 1-26=-250/69 BOT CHORD 25-26=0/885, 24-25=0/2823, 22-24=0/4236, 21-22=0/4990, 20-21=0/5142, 19-20=0/5065, 18-19=0/4418, 17-18=0/3116, 16-17=0/1280 WEBS 14-16=-1702/0, 2-26=-1464/0, 14-17=0/1310, 2-25=0/1378, 13-17=-1243/0, 3-25=-1318/0, 13-18=0/957, 12-18=-265/50, 3-24=0/1034, 4-24=-264/48, 10-18=-812/0, 5-24=-887/0, 10-19=0/483, 5-22=0/552, 9-19=-427/0, 6-22=-495/0, 9-20=-201/396, 6-21=-146/470 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss F06 Truss Type Floor Qty 10 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489106 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-gXd5qLeRYp_bh8roUcCdue9xoCZdNsnzzjNFNByQtF9 Scale = 1:36.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 27 26 25 24 23 22 21 20 19 18 17 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 3x6 FP 2x4 3x6 2x4 2x4 2x4 3x6 FP 3x6 3x4 3x4 3x4 3x4 3x4 3x4 3x6 2x4 3x6 2x4 3x4 3x4 3x8 3x4 4x6 3x4 4x6 3x4 2x4 2x4 3x4 13-10-4 13-10-4 13-11-8 0-1-4 21-10-0 7-10-8 1-3-0 0-10-0 1-0-0 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,0-0-0], [16:0-1-8,Edge], [21:0-1-8,Edge], [22:0-1-8,Edge], [28:0-1-8,0-1-0], [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 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.77 0.86 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.23 0.03 (loc) 22-23 22-23 20 l/defl >999 >701 n/a L/d 480 360 n/a PLATES MT20 Weight: 104 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)27=0-5-8, 17=0-5-8, 20=0-5-8 Max Grav 27=671(LC 3), 17=359(LC 26), 20=1487(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-261/32, 16-17=-261/32, 2-3=-1131/0, 3-4=-1657/0, 4-5=-1657/0, 5-6=-1566/0, 6-7=-654/0, 7-8=-654/0, 8-9=-654/0, 9-10=0/1133, 10-11=0/1134, 11-13=-260/382, 13-14=-260/382, 14-15=-408/69 BOT CHORD 26-27=0/709, 25-26=0/1501, 23-25=0/1712, 22-23=0/1314, 21-22=0/654, 20-21=-428/0, 19-20=-675/0, 18-19=-185/439, 17-18=0/331 WEBS 15-17=-439/0, 2-27=-942/0, 2-26=0/587, 3-26=-514/0, 14-19=-380/0, 13-19=-277/40, 3-25=-74/314, 4-25=-272/45, 11-19=0/598, 11-20=-794/0, 5-23=-262/43, 9-20=-1073/0, 6-23=0/383, 9-21=0/1294, 6-22=-934/0, 7-22=0/400, 8-21=-599/0, 10-20=-319/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss F07 Truss Type Floor Qty 7 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489107 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-8jBT2hf3J66SJIQ?2KjsQriB3c4p6PK7CN7pveyQtF8 Scale = 1:12.3 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 3x4 2x4 3x4 2x4 3x6 2x4 3x6 3x4 3x4 3x4 2x4 1-8-6 1-8-6 6-6-12 4-10-6 1-5-6 1-3-0 0-8-14 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [5:0-1-8,Edge], [10:0-1-8,0-1-0], [11:0-1-8,0-1-0] 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 0.48 0.16 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 7 7-8 6 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 34 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-6-0, 6=0-6-0 Max Grav 9=397(LC 3), 6=397(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-388/0, 1-2=-408/0, 2-3=-408/0, 3-4=-389/0 BOT CHORD 7-8=0/526, 6-7=0/274 WEBS 1-8=0/493, 3-8=-257/46, 4-7=0/268, 4-6=-479/0, 2-8=-289/17 NOTES- 1) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss F08 Truss Type Floor Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489108 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-56JDTNhKrkN9YbaN9llKVGnZgPnbaL5QfhcvzWyQtF6 Scale = 1:9.512 4 3 5 6 3x4 2x4 3x4 3x4 3x6 1-5-0 1-5-0 0-11-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [5:0-1-8,0-1-0] 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 0.28 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 4 4 3 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 11 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)4=0-5-8, 3=Mechanical Max Grav 4=263(LC 3), 3=278(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-254/0, 2-3=-268/0 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss F09 Truss Type Floor Qty 35 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489109 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-ZIscgjhyb1V0Al9ZjSGZ2UKjZp6wJncZuKLTWzyQtF5 Scale = 1:9.4 1 2 3 4 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 4-0-10 2-11-2 0-9-0 1-3-10 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 0.33 0.07 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 480 360 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 4-0-10 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=-106(LC 7) Max Grav 5=229(LC 11), 6=770(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-267/1, 1-2=0/378, 2-3=0/379 WEBS 2-6=-294/0, 1-6=-613/0, 3-6=-348/0 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=106. 4) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) 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=-235 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=-235 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss F09 Truss Type Floor Qty 35 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489109 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:12 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-ZIscgjhyb1V0Al9ZjSGZ2UKjZp6wJncZuKLTWzyQtF5 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 5-7=-16, 1-2=-96, 2-4=-32 Concentrated Loads (lb) Vert: 1=-235 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=-235 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=-235 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=-235 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=-485 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=-235 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=-235 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=-235 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=-235 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=-235 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=-235 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 J21104957 Truss F10 Truss Type Floor Qty 38 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489110 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-1UQ_t3iaMLdtnvkmHAnobhsn2DKV27pi7_502PyQtF4 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 36 3x8 MT18HS FP 2x4 4x8 2x4 2x4 2x4 3x6 FP 4x8 4x6 4x6 4x6 4x6 4x6 4x6 4x6 2x4 4x6 2x4 3x4 3x4 3x4 3x4 3x4 3x4 2x4 2x4 19-10-0 19-10-0 1-3-0 1-4-0 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [7:0-1-8,Edge], [13:0-1-8,Edge], [14:Edge,0-1-8], [18:0-1-8,0-0-0], [19:0-1-8,Edge], [24:Edge,0-1-8], [25:0-1-8,0-1-0], [26:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.80 0.63 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.55 0.09 (loc) 18-19 18-19 14 l/defl >906 >426 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 91 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-5 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=1090(LC 1), 14=1090(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=-262/31, 2-3=-2036/0, 3-4=-3449/0, 4-5=-3449/0, 5-6=-4206/0, 6-7=-4432/0, 7-8=-4206/0, 8-10=-3449/0, 10-11=-3449/0, 11-12=-2036/0 BOT CHORD 23-24=0/1182, 21-23=0/2841, 20-21=0/3958, 19-20=0/4432, 18-19=0/4432, 17-18=0/4432, 16-17=0/3958, 15-16=0/2841, 14-15=0/1182 WEBS 12-14=-1572/0, 2-24=-1572/0, 12-15=0/1187, 2-23=0/1187, 11-15=-1121/0, 3-23=-1121/0, 11-16=0/826, 10-16=-254/72, 3-21=0/826, 4-21=-254/72, 8-16=-691/0, 5-21=-691/0, 8-17=0/445, 5-20=0/445, 7-17=-513/68, 6-20=-513/68 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss F11 Truss Type Floor Qty 2 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489111 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-ztYkIkkquytb1Dt8ObqGg6yC214cW6d?aIa76IyQtF2 Scale = 1:16.8 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 2x4 3x6 2x4 3x4 3x6 3x4 3x4 3x4 2x4 3x6 3x4 3x4 3x4 10-3-0 10-3-0 1-3-0 0-10-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [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 0.51 0.33 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.02 (loc) 10 10 8 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 50 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=0-5-8, 8=Mechanical Max Grav 12=554(LC 1), 8=560(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-261/32, 7-8=-252/59, 2-3=-875/0, 3-4=-1157/0, 4-5=-1157/0, 5-6=-785/0 BOT CHORD 11-12=0/575, 10-11=0/1127, 9-10=0/1081, 8-9=0/445 WEBS 2-12=-763/0, 2-11=0/418, 3-11=-351/0, 4-10=-265/51, 5-10=-107/258, 5-9=-412/0, 6-9=0/473, 6-8=-697/0 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss F12 Truss Type Floor Qty 6 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489112 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-R366W4kSfG?SeMSLyILVCKULYQNLFXN9pyJgfkyQtF1 Scale = 1:21.7 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 22 23 2x4 3x6 2x4 3x4 3x6 3x4 3x4 3x4 3x6 2x4 3x4 3x4 3x6 3x6 3x6 2x4 9-1-8 9-1-8 10-6-0 1-4-8 13-1-8 2-7-8 1-3-0 1-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [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 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.59 0.55 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.13 0.03 (loc) 12-13 12-13 9 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 63 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)15=0-5-8, 9=Mechanical Max Grav 15=715(LC 1), 9=721(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-261/31, 8-9=-260/41, 2-3=-1223/0, 3-4=-1846/0, 4-5=-1846/0, 5-6=-1814/0, 6-7=-1180/0 BOT CHORD 14-15=0/757, 13-14=0/1641, 12-13=0/1940, 11-12=0/1641, 10-11=0/1641, 9-10=0/696 WEBS 2-15=-1006/0, 2-14=0/648, 3-14=-581/0, 3-13=-28/367, 4-13=-266/57, 5-13=-280/122, 6-12=0/299, 6-10=-627/0, 7-10=0/672, 7-9=-968/0 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss F13 Truss Type Floor Qty 4 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489113 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-NSEtxmmjBtFAugcj4jNzIlaf2E_FjQzSGGonjcyQtF? Scale = 1:32.9 1 2 3 4 5 6 7 8 9 10 1112 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 39 40 3x6 FP 2x4 3x6 2x4 2x4 2x4 3x6 FP 3x6 3x4 3x4 3x4 3x4 3x4 3x4 4x6 2x4 3x6 2x4 4x6 4x6 3x4 4x6 3x4 4x6 3x4 2x4 3x4 4x6 13-10-4 13-10-4 19-10-0 5-11-12 1-3-0 1-4-0 0-6-4 0-5-12 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [7:0-1-8,Edge], [14:0-1-8,Edge], [20:0-1-8,0-0-0], [21:0-1-8,Edge], [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 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.72 0.78 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.26 0.02 (loc) 21-22 21-22 18 l/defl >999 >627 n/a L/d 480 360 n/a PLATES MT20 Weight: 96 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 6-0-0 oc bracing. REACTIONS. (size)26=0-5-8, 15=0-5-8, 18=0-5-8 Max Uplift 15=-5(LC 3) Max Grav 26=701(LC 3), 15=319(LC 24), 18=1316(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-261/31, 14-15=-261/32, 2-3=-1196/0, 3-4=-1773/0, 4-5=-1773/0, 5-6=-1724/0, 6-7=-1294/0, 7-8=-401/0, 8-9=0/711, 9-10=0/543, 10-11=0/543 BOT CHORD 25-26=0/742, 23-25=0/1597, 22-23=0/1912, 21-22=0/1294, 20-21=0/1294, 19-20=0/1294, 18-19=-352/0, 17-18=-711/0, 16-17=-299/183, 15-16=-35/261 WEBS 13-15=-346/48, 2-26=-986/0, 2-25=0/631, 3-25=-558/0, 11-17=-529/0, 3-23=-54/338, 8-18=-847/0, 5-23=-346/86, 8-19=0/930, 5-22=-296/0, 7-19=-1225/0, 6-22=0/624, 6-21=-432/0, 7-20=0/480, 9-18=-479/0, 9-17=0/481 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) 15. 3) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss FE01 Truss Type Floor Supported Gable Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489114 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-senF86nLyBN1VqBwdQuCqy6yOeWkSzGbVwYKF3yQtF_ Scale = 1:9.3 1 2 3 4 5 10 9 8 7 6 11 12 13 14 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 4-9-0 4-9-01-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [6:Edge,0-1-8], [10:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.23 0.06 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 4-9-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 6 Max Grav All reactions 250 lb or less at joint(s) except 10=282(LC 3), 6=263(LC 8), 9=326(LC 9), 8=331(LC 10), 7=302(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-271/8, 5-6=-257/54 WEBS 2-9=-299/0, 3-8=-303/0, 4-7=-282/0 NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 5) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss FE02 Truss Type Floor Supported Gable Qty 2 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489115 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-KqLdLSozjVVu7_m6B8PRNAf772s?BQWkkaHunVyQtEz Scale = 1:9.412345 10 9 8 7 6 11 12 13 14 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 5-0-0 5-0-01-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [10:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.23 0.06 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 5-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 6 Max Grav All reactions 250 lb or less at joint(s) except 10=282(LC 3), 6=273(LC 8), 9=326(LC 9), 8=330(LC 10), 7=312(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-271/7, 5-6=-264/28 WEBS 2-9=-299/0, 3-8=-303/0, 4-7=-290/0 NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 5) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss FG01 Truss Type FLOOR Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489116 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-kP1m_Tqr0QtT_RVhsGz8_oHb9FgyOcMBQYWYOqyQtEw Scale = 1:36.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 27 26 25 24 23 22 21 20 19 18 17 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 3x16 MT18HS FP 2x4 SP 2x4 4x8 2x4 3x6 3x6 3x6 FP3x6 FP 4x8 6x8 6x8 4x8 4x8 6x6 6x6 4x8 3x6 4x8 3x6 4x6 4x6 3x6 3x6 3x6 3x6 3x4 3x4 3x6 3x6 21-10-0 21-10-0 1-3-0 0-10-0 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [9:0-3-0,0-0-0], [17:Edge,0-1-8], [21:0-1-8,Edge], [22:0-1-8,Edge], [27:Edge,0-1-8], [28:0-1-8,0-1-0], [29:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.44 0.87 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.43 -0.70 0.14 (loc) 21 21 17 l/defl >598 >369 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 122 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)27=0-5-8, 17=0-5-8 Max Grav 27=1326(LC 1), 17=1340(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-269/21, 16-17=-264/25, 2-3=-2602/0, 3-4=-4501/0, 4-6=-4501/0, 6-7=-5716/0, 7-8=-6444/0, 8-9=-6444/0, 9-10=-6444/0, 10-11=-6076/0, 11-13=-4752/0, 13-14=-4752/0, 14-15=-2702/0 BOT CHORD 26-27=0/1518, 25-26=0/3635, 23-25=0/5233, 22-23=0/6156, 21-22=0/6444, 20-21=0/6528, 19-20=0/5573, 18-19=0/3816, 17-18=0/1536 WEBS 15-17=-1997/0, 2-27=-1973/0, 15-18=0/1581, 2-26=0/1470, 14-18=-1512/0, 3-26=-1402/0, 14-19=0/1242, 13-19=-253/42, 3-25=0/1150, 11-19=-1090/0, 6-25=-971/0, 11-20=0/752, 6-23=0/655, 10-20=-691/28, 7-23=-598/0, 10-21=-425/98, 7-22=-21/547, 8-22=-291/41, 9-21=-33/272 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) The Fabrication Tolerance at joint 24 = 11% 4) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 116 lb down at 1-6-12, 43 lb down and 108 lb up at 3-1-15, 43 lb down and 108 lb up at 4-7-6, 43 lb down and 108 lb up at 6-2-9, 43 lb down and 108 lb up at 7-9-12, 43 lb down and 108 lb up at 9-4-15, 5 lb down and 108 lb up at 11-0-2, and 43 lb down and 108 lb up at 12-7-5, and 305 lb down at 13-2-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-27=-16, 1-16=-96 Concentrated Loads (lb) Vert: 5=8(B) 2=-65(B) 10=8(B) 7=8(B) 32=8(B) 33=8(B) 34=8(B) 36=8(B) 38=-254(B)October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss FG01A Truss Type FLOOR Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489117 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-5Nqf1Bu_qyWl4CNefpZJhs_NbGOH3_VwaqDJ31yQtEr Scale = 1:37.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 28 27 26 25 24 23 22 21 20 19 18 17 29 30 31 32 33 34 35 36 37 38 39 40 41 6x8 3x16 MT18HS FP 3x16 MT18HS FP 3x12 SP 2x4 2x4 3x6 3x6 3x6 FP 3x6 FP 6x8 6x8 6x8 8x16 6x10 3x6 6x8 6x8 6x8 5x12 6x8 6x8 3x6 6x10 6x10 6x18 MT18HS 8x8 7x16 MT18HS 8x14 MT18HS8x8 13-11-8 13-11-8 19-1-0 5-1-8 21-10-0 2-9-0 1-3-0 0-10-0 1-0-0 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [9:0-4-8,Edge], [10:0-3-8,Edge], [11:0-4-0,Edge], [14:0-4-0,Edge], [15:0-7-0,Edge], [22:0-4-8,Edge], [29:0-1-8,0-1-0], [30:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-0-0 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.65 0.86 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.99 0.16 (loc) 23 22 17 l/defl >999 >262 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 227 lb FT = 20%F, 11%E GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP 2400F 2.0E(flat) *Except* 28-29,1-28,13-19,4-26,8-23,9-22: 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)28=0-5-8, 17=0-5-8 Max Grav 28=1810(LC 1), 17=4126(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-28=-264/27, 16-17=-493/0, 2-3=-4114/0, 3-4=-7737/0, 4-6=-7737/0, 6-7=-10906/0, 7-8=-13659/0, 8-9=-13659/0, 9-10=-14726/0, 10-11=-14497/0, 11-13=-12680/0, 13-14=-12680/0, 14-15=-8303/0 BOT CHORD 27-28=0/2234, 26-27=0/5963, 24-26=0/9439, 23-24=0/12344, 22-23=0/14668, 21-22=0/15082, 19-21=0/13692, 18-19=0/11423, 17-18=0/5167 WEBS 2-28=-2841/0, 2-27=0/2489, 3-27=-2446/0, 13-19=-308/0, 3-26=0/2300, 6-26=-2207/0, 6-24=0/1942, 10-21=-860/0, 7-24=-1902/0, 7-23=0/1719, 9-22=0/527, 10-22=-890/0, 9-23=-1472/0, 14-19=0/1592, 14-18=-4028/0, 15-18=0/4049, 15-17=-6415/0, 11-21=0/1045, 11-19=-1282/0 NOTES- 1) All plates are MT20 plates unless otherwise indicated. 2) The Fabrication Tolerance at joint 20 = 11% 3) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 735 lb down at 17-10-12, and 1177 lb down at 11-6-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-28=-10, 1-9=-60, 9-14=-150, 14-16=-570(F=-420) Concentrated Loads (lb) Vert: 9=-1177(F) 14=-735(F) Continued on page 2 October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss FG01A Truss Type FLOOR Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489117 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:29 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-ZZO1EXvcbGeciMyrDX4YE3XYLgkWoQk3oUzsbUyQtEq LOAD CASE(S) Standard 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-28=-10, 1-9=-60, 9-14=-150, 14-16=-570(F=-420) Concentrated Loads (lb) Vert: 9=-1177(F) 14=-735(F) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-10, 1-9=-20, 9-14=-110, 14-16=-530(F=-420) Concentrated Loads (lb) Vert: 1=-250 9=-737(F) 14=-735(F) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-10, 1-9=-20, 9-14=-110, 14-16=-530(F=-420) Concentrated Loads (lb) Vert: 9=-737(F) 14=-735(F) 31=-250 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-10, 1-9=-20, 9-14=-110, 14-16=-530(F=-420) Concentrated Loads (lb) Vert: 9=-737(F) 14=-735(F) 32=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-10, 1-9=-20, 9-14=-110, 14-16=-530(F=-420) Concentrated Loads (lb) Vert: 9=-737(F) 14=-735(F) 33=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-10, 1-9=-20, 9-14=-110, 14-16=-530(F=-420) Concentrated Loads (lb) Vert: 5=-250 9=-737(F) 14=-735(F) 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-10, 1-9=-20, 9-14=-110, 14-16=-530(F=-420) Concentrated Loads (lb) Vert: 9=-737(F) 14=-735(F) 34=-250 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-10, 1-9=-20, 9-14=-110, 14-16=-530(F=-420) Concentrated Loads (lb) Vert: 9=-737(F) 14=-735(F) 35=-250 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-10, 1-9=-20, 9-14=-110, 14-16=-530(F=-420) Concentrated Loads (lb) Vert: 9=-737(F) 14=-735(F) 36=-250 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-10, 1-9=-20, 9-14=-110, 14-16=-530(F=-420) Concentrated Loads (lb) Vert: 9=-737(F) 14=-735(F) 37=-250 12) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-10, 1-9=-20, 9-14=-110, 14-16=-530(F=-420) Concentrated Loads (lb) Vert: 9=-737(F) 14=-735(F) 38=-250 13) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-10, 1-9=-20, 9-14=-110, 14-16=-530(F=-420) Concentrated Loads (lb) Vert: 12=-250 9=-737(F) 14=-735(F) 14) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-10, 1-9=-20, 9-14=-110, 14-16=-530(F=-420) Concentrated Loads (lb) Vert: 9=-737(F) 14=-735(F) 39=-250 15) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-10, 1-9=-20, 9-14=-110, 14-16=-530(F=-420) Concentrated Loads (lb) Vert: 9=-737(F) 14=-735(F) 40=-250 16) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-10, 1-9=-20, 9-14=-110, 14-16=-530(F=-420) Concentrated Loads (lb) Vert: 9=-737(F) 14=-735(F) 41=-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 J21104957 Truss FG01A Truss Type FLOOR Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489117 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:29 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-ZZO1EXvcbGeciMyrDX4YE3XYLgkWoQk3oUzsbUyQtEq LOAD CASE(S) Standard 17) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-10, 1-9=-20, 9-14=-110, 14-16=-530(F=-420) Concentrated Loads (lb) Vert: 16=-250 9=-737(F) 14=-735(F) 18) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-10, 1-9=-20, 9-14=-110, 14-16=-530(F=-420) Concentrated Loads (lb) Vert: 1=-250 9=-737(F) 14=-735(F) 19) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-10, 1-9=-20, 9-14=-110, 14-16=-530(F=-420) Concentrated Loads (lb) Vert: 1=-250 9=-737(F) 14=-735(F) 20) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-10, 1-9=-20, 9-14=-110, 14-16=-530(F=-420) Concentrated Loads (lb) Vert: 2=-250 9=-737(F) 14=-735(F) 21) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-10, 1-9=-20, 9-14=-110, 14-16=-530(F=-420) Concentrated Loads (lb) Vert: 3=-250 9=-737(F) 14=-735(F) 22) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-10, 1-9=-20, 9-14=-110, 14-16=-530(F=-420) Concentrated Loads (lb) Vert: 4=-250 9=-737(F) 14=-735(F) 23) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-10, 1-9=-20, 9-14=-110, 14-16=-530(F=-420) Concentrated Loads (lb) Vert: 6=-250 9=-737(F) 14=-735(F) 24) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-10, 1-9=-20, 9-14=-110, 14-16=-530(F=-420) Concentrated Loads (lb) Vert: 7=-250 9=-737(F) 14=-735(F) 25) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-10, 1-9=-20, 9-14=-110, 14-16=-530(F=-420) Concentrated Loads (lb) Vert: 8=-250 9=-737(F) 14=-735(F) 26) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-10, 1-9=-20, 9-14=-110, 14-16=-530(F=-420) Concentrated Loads (lb) Vert: 9=-987(F=-737) 14=-735(F) 27) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-10, 1-9=-20, 9-14=-110, 14-16=-530(F=-420) Concentrated Loads (lb) Vert: 10=-250 9=-737(F) 14=-735(F) 28) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-10, 1-9=-20, 9-14=-110, 14-16=-530(F=-420) Concentrated Loads (lb) Vert: 9=-737(F) 14=-735(F) 11=-250 29) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-10, 1-9=-20, 9-14=-110, 14-16=-530(F=-420) Concentrated Loads (lb) Vert: 13=-250 9=-737(F) 14=-735(F) 30) 28th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-10, 1-9=-20, 9-14=-110, 14-16=-530(F=-420) Concentrated Loads (lb) Vert: 9=-737(F) 14=-985(F=-735) 31) 29th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-28=-10, 1-9=-20, 9-14=-110, 14-16=-530(F=-420) Concentrated Loads (lb) Vert: 9=-737(F) 14=-735(F) 15=-250 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss FG02 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489118 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-z849tYxVuB0BZqhPufdFsi96atmA?giVUSBWCoyQtEn Scale = 1:30.5 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 6x10 3x8 MT18HS FP 3x16 MT18HS FP 2x4 SP 2x4 6x16 3x6 3x6 3x6 FP3x6 FP 6x8 6x8 6x8 6x8 3x6 6x8 6x8 6x6 6x8 5x6 6x8 5x6 8x14 MT18HS 8x10 8x14 MT18HS 3x6 3x6 5x6 6x10 10-4-8 10-4-8 11-6-12 1-2-4 13-0-0 1-5-4 14-8-12 1-8-12 15-6-0 0-9-4 18-0-8 2-6-8 1-3-0 0-10-8 1-0-0 0-6-8 0-7-0 0-11-0 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [18:0-4-8,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 0.46 0.80 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.57 0.10 (loc) 22-23 22-23 16 l/defl >999 >377 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 134 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) *Except* 2-27,2-26,4-26,4-24,6-24,6-23,7-23,7-22,9-20,14-17: 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)27=0-5-8, 16=0-3-8 Max Grav 27=1708(LC 1), 16=3391(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-266/24, 15-16=-313/0, 2-4=-3730/0, 4-5=-6716/0, 5-6=-6721/0, 6-7=-9031/0, 7-8=-10710/0, 8-9=-10710/0, 9-11=-10355/0, 11-12=-8811/0, 12-13=-6687/0, 13-14=-6659/0 BOT CHORD 26-27=0/2082, 24-26=0/5332, 23-24=0/8042, 22-23=0/9983, 21-22=0/11223, 20-21=0/11223, 18-20=0/9643, 17-18=0/8729, 16-17=0/3201 WEBS 2-27=-2648/0, 2-26=0/2180, 4-26=-2121/0, 4-24=0/1827, 5-24=-271/24, 6-24=-1685/0, 6-23=0/1308, 7-23=-1260/0, 7-22=0/944, 9-22=-711/0, 9-20=-1090/0, 11-20=0/1050, 12-17=-3261/0, 14-17=0/4627, 14-16=-4574/0, 13-17=-460/0, 12-18=0/1191, 11-18=-1545/0 NOTES- 1) All plates are MT20 plates unless otherwise indicated. 2) The Fabrication Tolerance at joint 19 = 11% 3) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 927 lb down at 11-6-12, and 1616 lb down at 14-8-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-9=-96, 9-15=-186 Continued on page 2 October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss FG02 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489118 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:32 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-z849tYxVuB0BZqhPufdFsi96atmA?giVUSBWCoyQtEn LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=-927(F) 12=-1616(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-9=-96, 9-15=-186 Concentrated Loads (lb) Vert: 9=-927(F) 12=-1616(B) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-9=-32, 9-15=-122 Concentrated Loads (lb) Vert: 1=-250 9=-631(F) 12=-837(B) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-9=-32, 9-15=-122 Concentrated Loads (lb) Vert: 9=-631(F) 12=-837(B) 29=-250 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-9=-32, 9-15=-122 Concentrated Loads (lb) Vert: 9=-631(F) 12=-837(B) 30=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-9=-32, 9-15=-122 Concentrated Loads (lb) Vert: 9=-631(F) 12=-837(B) 31=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-9=-32, 9-15=-122 Concentrated Loads (lb) Vert: 9=-631(F) 12=-837(B) 32=-250 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-9=-32, 9-15=-122 Concentrated Loads (lb) Vert: 9=-631(F) 12=-837(B) 33=-250 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-9=-32, 9-15=-122 Concentrated Loads (lb) Vert: 9=-631(F) 12=-837(B) 34=-250 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-9=-32, 9-15=-122 Concentrated Loads (lb) Vert: 9=-631(F) 12=-837(B) 35=-250 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-9=-32, 9-15=-122 Concentrated Loads (lb) Vert: 9=-631(F) 12=-837(B) 36=-250 12) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-9=-32, 9-15=-122 Concentrated Loads (lb) Vert: 9=-631(F) 12=-837(B) 37=-250 13) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-9=-32, 9-15=-122 Concentrated Loads (lb) Vert: 9=-631(F) 12=-837(B) 38=-250 14) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-9=-32, 9-15=-122 Concentrated Loads (lb) Vert: 9=-631(F) 12=-837(B) 39=-250 15) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-9=-32, 9-15=-122 Concentrated Loads (lb) Vert: 9=-631(F) 12=-837(B) 40=-250 16) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-9=-32, 9-15=-122 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss FG02 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489118 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:32 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-z849tYxVuB0BZqhPufdFsi96atmA?giVUSBWCoyQtEn LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 15=-250 9=-631(F) 12=-837(B) 17) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-9=-32, 9-15=-122 Concentrated Loads (lb) Vert: 1=-250 9=-631(F) 12=-837(B) 18) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-9=-32, 9-15=-122 Concentrated Loads (lb) Vert: 1=-250 9=-631(F) 12=-837(B) 19) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-9=-32, 9-15=-122 Concentrated Loads (lb) Vert: 2=-250 9=-631(F) 12=-837(B) 20) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-9=-32, 9-15=-122 Concentrated Loads (lb) Vert: 4=-250 9=-631(F) 12=-837(B) 21) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-9=-32, 9-15=-122 Concentrated Loads (lb) Vert: 5=-250 9=-631(F) 12=-837(B) 22) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-9=-32, 9-15=-122 Concentrated Loads (lb) Vert: 6=-250 9=-631(F) 12=-837(B) 23) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-9=-32, 9-15=-122 Concentrated Loads (lb) Vert: 7=-250 9=-631(F) 12=-837(B) 24) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-9=-32, 9-15=-122 Concentrated Loads (lb) Vert: 9=-631(F) 12=-837(B) 8=-250 25) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-9=-32, 9-15=-122 Concentrated Loads (lb) Vert: 9=-881(F=-631) 12=-837(B) 26) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-9=-32, 9-15=-122 Concentrated Loads (lb) Vert: 9=-631(F) 11=-250 12=-837(B) 27) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-9=-32, 9-15=-122 Concentrated Loads (lb) Vert: 9=-631(F) 12=-1087(B=-837) 28) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-9=-32, 9-15=-122 Concentrated Loads (lb) Vert: 9=-631(F) 12=-837(B) 13=-250 29) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-9=-32, 9-15=-122 Concentrated Loads (lb) Vert: 9=-631(F) 12=-837(B) 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 J21104957 Truss FG03 Truss Type FLOOR GIRDER Qty 7 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489119 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:35 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-OjlIVazNB6OmQHP_ZnByUKngX5wXC8UyBQQBp7yQtEk Scale = 1:9.4 1 2 3 4 8 7 6 5 9 10 11 12 3x8 2x4 3x6 3x6 3x6 4x6 4x6 2x4 2x4 4-1-0 4-1-0 1-3-0 0-10-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-3-0,Edge], [6:0-1-8,0-0-0], [7:0-1-8,Edge], [9:0-1-8,0-1-0] 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 0.31 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.02 0.01 (loc) 7 7 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 27 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 4-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 5=0-5-8 Max Grav 8=1300(LC 7), 5=1263(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-590/0, 4-5=-575/0, 2-3=-1037/0 BOT CHORD 7-8=0/1037, 6-7=0/1037, 5-6=0/1037 WEBS 3-5=-1304/0, 2-8=-1326/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-596 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-596 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-3=-596, 3-4=-532 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-2=-532, 2-4=-596 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-3=-596, 3-4=-532 Continued on page 2 October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss FG03 Truss Type FLOOR GIRDER Qty 7 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489119 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:35 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-OjlIVazNB6OmQHP_ZnByUKngX5wXC8UyBQQBp7yQtEk LOAD CASE(S) Standard 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-2=-532, 2-4=-596 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-532 Concentrated Loads (lb) Vert: 1=-250 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-532 Concentrated Loads (lb) Vert: 10=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-532 Concentrated Loads (lb) Vert: 11=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-532 Concentrated Loads (lb) Vert: 12=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-532 Concentrated Loads (lb) Vert: 4=-250 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-532 Concentrated Loads (lb) Vert: 2=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-532 Concentrated Loads (lb) Vert: 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 J21104957 Truss FG04 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489120 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-K6t2wG?djjeTgbZNhCDQZls?zuT1gx5FejvHt0yQtEi Scale = 1:30.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 25 24 23 22 21 20 19 18 17 16 26 27 28 29 30 31 32 33 34 35 36 37 38 3x16 MT18HS FP 2x4 4x8 6x16 3x6 3x6 3x6 FP3x6 FP 6x6 4x6 6x6 4x6 3x6 4x6 3x4 3x6 3x6 3x6 3x4 3x6 5x12 6x10 8x8 3x6 3x6 3x12 10-4-8 10-4-8 13-0-0 2-7-8 14-8-12 1-8-12 18-0-8 3-3-12 1-3-0 1-0-0 0-6-8 0-7-0 0-11-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [12:0-4-8,Edge], [16:Edge,0-1-8], [18:0-4-8,Edge], [25:Edge,0-1-8], [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 0.35 0.82 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.50 0.12 (loc) 20-21 20-21 16 l/defl >999 >424 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 122 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)25=0-5-8, 16=0-3-8 Max Grav 25=1267(LC 1), 16=2425(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-264/27, 15-16=-309/0, 2-4=-2536/0, 4-5=-4406/0, 5-6=-4410/0, 6-7=-5604/0, 7-8=-6234/0, 8-9=-6234/0, 9-11=-6142/0, 11-12=-5722/0, 12-13=-4417/0, 13-14=-4396/0 BOT CHORD 24-25=0/1452, 22-24=0/3571, 21-22=0/5142, 20-21=0/6021, 19-20=0/6280, 18-19=0/5991, 17-18=0/5695, 16-17=0/2134 WEBS 2-25=-1888/0, 2-24=0/1471, 4-24=-1404/0, 4-22=0/1127, 5-22=-276/25, 6-22=-956/0, 6-21=0/626, 7-21=-566/0, 7-20=-46/370, 11-19=-9/278, 12-17=-2125/0, 14-17=0/3091, 14-16=-3146/0, 8-20=-273/19, 13-17=-429/0, 12-18=0/430, 11-18=-520/0 NOTES- 1) All plates are MT20 plates unless otherwise indicated. 2) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1423 lb down at 14-8-12 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: 16-25=-16, 1-12=-96, 12-15=-186 Concentrated Loads (lb) Vert: 12=-1423(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss FG04 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489120 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:37 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-K6t2wG?djjeTgbZNhCDQZls?zuT1gx5FejvHt0yQtEi LOAD CASE(S) Standard Uniform Loads (plf) Vert: 16-25=-16, 1-12=-96, 12-15=-186 Concentrated Loads (lb) Vert: 12=-1423(F) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-122 Concentrated Loads (lb) Vert: 1=-250 12=-754(F) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-122 Concentrated Loads (lb) Vert: 12=-754(F) 27=-250 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-122 Concentrated Loads (lb) Vert: 12=-754(F) 28=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-122 Concentrated Loads (lb) Vert: 12=-754(F) 29=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-122 Concentrated Loads (lb) Vert: 12=-754(F) 30=-250 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-122 Concentrated Loads (lb) Vert: 12=-754(F) 31=-250 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-122 Concentrated Loads (lb) Vert: 12=-754(F) 32=-250 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-122 Concentrated Loads (lb) Vert: 12=-754(F) 33=-250 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-122 Concentrated Loads (lb) Vert: 12=-754(F) 34=-250 12) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-122 Concentrated Loads (lb) Vert: 12=-754(F) 35=-250 13) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-122 Concentrated Loads (lb) Vert: 12=-754(F) 36=-250 14) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-122 Concentrated Loads (lb) Vert: 12=-754(F) 37=-250 15) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-122 Concentrated Loads (lb) Vert: 12=-754(F) 38=-250 16) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-122 Concentrated Loads (lb) Vert: 15=-250 12=-754(F) 17) 15th 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 J21104957 Truss FG04 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489120 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:37 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-K6t2wG?djjeTgbZNhCDQZls?zuT1gx5FejvHt0yQtEi LOAD CASE(S) Standard Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-122 Concentrated Loads (lb) Vert: 1=-250 12=-754(F) 18) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-122 Concentrated Loads (lb) Vert: 1=-250 12=-754(F) 19) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-122 Concentrated Loads (lb) Vert: 2=-250 12=-754(F) 20) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-122 Concentrated Loads (lb) Vert: 4=-250 12=-754(F) 21) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-122 Concentrated Loads (lb) Vert: 5=-250 12=-754(F) 22) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-122 Concentrated Loads (lb) Vert: 6=-250 12=-754(F) 23) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-122 Concentrated Loads (lb) Vert: 7=-250 12=-754(F) 24) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-122 Concentrated Loads (lb) Vert: 12=-754(F) 8=-250 25) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-122 Concentrated Loads (lb) Vert: 9=-250 12=-754(F) 26) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-122 Concentrated Loads (lb) Vert: 11=-250 12=-754(F) 27) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-122 Concentrated Loads (lb) Vert: 12=-1004(F=-754) 28) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-122 Concentrated Loads (lb) Vert: 12=-754(F) 13=-250 29) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-25=-16, 1-12=-32, 12-15=-122 Concentrated Loads (lb) Vert: 12=-754(F) 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 J21104957 Truss FG05 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489121 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-Ct7Zld28my8v8Ct8w2IMjb1dmVvBcoOqZLtV0nyQtEe Scale = 1:10.8 1 2 3 4 5 9 8 7 6 10 11 12 4x10 3x6 3x6 8x8 4x8 3x4 3x6 5x6 2-9-0 2-9-0 5-1-8 2-4-8 1-3-0 1-7-0 0-5-0 1-4-01-4-0Plate Offsets (X,Y)-- [4:0-3-0,Edge], [7:0-6-8,Edge], [8:0-1-8,Edge], [9:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.62 0.55 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.12 0.01 (loc) 8-9 8-9 6 l/defl >999 >509 n/a L/d 480 360 n/a PLATES MT20 Weight: 31 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) *Except* 5-6,4-6: 2x4 SP 2400F 2.0E(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=Mechanical, 6=Mechanical Max Grav 9=1500(LC 1), 6=1692(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-284/1, 5-6=0/1013, 2-3=-1361/0, 3-4=-1361/0 BOT CHORD 8-9=0/1704, 7-8=0/1361, 6-7=0/1361 WEBS 4-7=0/313, 4-6=-3185/0, 2-9=-2218/0, 2-8=-455/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 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) 777 lb down at 1-9-5, and 765 lb down at 2-4-6, and 762 lb down at 4-7-15 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: 6-9=-16, 1-5=-186 Concentrated Loads (lb) Vert: 4=-744(F) 2=-725(F) 11=-725(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-9=-16, 1-5=-186 Concentrated Loads (lb) Vert: 4=-744(F) 2=-725(F) 11=-725(F) Continued on page 2 October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss FG05 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489121 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:41 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-Ct7Zld28my8v8Ct8w2IMjb1dmVvBcoOqZLtV0nyQtEe LOAD CASE(S) Standard 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-9=-16, 1-4=-186, 4-5=-122 Concentrated Loads (lb) Vert: 4=-762(F) 2=-725(F) 11=-725(F) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-9=-16, 1-3=-122, 3-5=-186 Concentrated Loads (lb) Vert: 4=-744(F) 2=-777(F) 11=-765(F) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-9=-16, 1-4=-186, 4-5=-122 Concentrated Loads (lb) Vert: 4=-762(F) 2=-725(F) 11=-725(F) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-9=-16, 1-3=-122, 3-5=-186 Concentrated Loads (lb) Vert: 4=-744(F) 2=-777(F) 11=-765(F) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-16, 1-5=-122 Concentrated Loads (lb) Vert: 1=-250 4=-325(F) 2=-318(F) 11=-318(F) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-16, 1-5=-122 Concentrated Loads (lb) Vert: 4=-325(F) 2=-318(F) 10=-250 11=-318(F) 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-16, 1-5=-122 Concentrated Loads (lb) Vert: 4=-325(F) 2=-318(F) 11=-568(F=-318) 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-16, 1-5=-122 Concentrated Loads (lb) Vert: 4=-325(F) 2=-318(F) 11=-318(F) 12=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-16, 1-5=-122 Concentrated Loads (lb) Vert: 4=-575(F=-325) 2=-318(F) 11=-318(F) 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-16, 1-5=-122 Concentrated Loads (lb) Vert: 5=-250 4=-325(F) 2=-318(F) 11=-318(F) 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-16, 1-5=-122 Concentrated Loads (lb) Vert: 4=-325(F) 2=-568(F=-318) 11=-318(F) 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-16, 1-5=-122 Concentrated Loads (lb) Vert: 4=-325(F) 3=-250 2=-318(F) 11=-318(F) 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-16, 1-5=-122 Concentrated Loads (lb) Vert: 4=-575(F=-325) 2=-318(F) 11=-318(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 J21104957 Truss FG06 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489122 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-5eM4b?5fqAfLdqAv9uMIuRBMf6KFYgZQUzrj9YyQtEa Scale = 1:9.41234 8 7 6 5 9 10 11 3x8 3x6 3x8 3x6 3x6 3x6 2x4 2x4 3-4-0 3-4-0 1-3-0 0-1-0 1-4-01-4-0Plate Offsets (X,Y)-- [6:0-1-8,0-0-0], [7:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.37 0.29 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.01 (loc) 7 7 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 25 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=Mechanical, 5=Mechanical Max Grav 8=1004(LC 1), 5=1225(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-465/0, 4-5=-563/0, 2-3=-850/0 BOT CHORD 7-8=0/850, 6-7=0/850, 5-6=0/850 WEBS 3-5=-1087/0, 2-8=-1087/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 587 lb down at 1-1-15, and 605 lb down at 2-9-2 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: 5-8=-16, 1-4=-346 Concentrated Loads (lb) Vert: 10=-548(B) 11=-565(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-346 Concentrated Loads (lb) Vert: 10=-548(B) 11=-565(B) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss FG06 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489122 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:45 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-5eM4b?5fqAfLdqAv9uMIuRBMf6KFYgZQUzrj9YyQtEa LOAD CASE(S) Standard Uniform Loads (plf) Vert: 5-8=-16, 1-3=-346, 3-4=-282 Concentrated Loads (lb) Vert: 10=-554(B) 11=-605(B) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-2=-282, 2-4=-346 Concentrated Loads (lb) Vert: 10=-587(B) 11=-565(B) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-3=-346, 3-4=-282 Concentrated Loads (lb) Vert: 10=-554(B) 11=-605(B) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-2=-282, 2-4=-346 Concentrated Loads (lb) Vert: 10=-587(B) 11=-565(B) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-282 Concentrated Loads (lb) Vert: 1=-250 10=-242(B) 11=-248(B) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-282 Concentrated Loads (lb) Vert: 9=-250 10=-242(B) 11=-248(B) 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-282 Concentrated Loads (lb) Vert: 2=-250 10=-242(B) 11=-248(B) 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-282 Concentrated Loads (lb) Vert: 10=-242(B) 11=-498(B=-248) 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-282 Concentrated Loads (lb) Vert: 4=-250 10=-242(B) 11=-248(B) 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-282 Concentrated Loads (lb) Vert: 2=-250 10=-242(B) 11=-248(B) 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-282 Concentrated Loads (lb) Vert: 2=-250 10=-242(B) 11=-248(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss FG06A Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489123 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-Sc9zei9nfjHdjb3tyRyTbVuF7725DxS9dFYTrmyQtEV Scale = 1:9.41234 8 7 6 5 9 10 3x6 3x6 3x6 3x6 3x6 3x6 2x4 2x4 3-4-0 3-4-0 1-3-0 0-1-0 1-4-01-4-0Plate Offsets (X,Y)-- [6:0-1-8,0-0-0], [7:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.20 0.25 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 7 7 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 25 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=Mechanical, 5=Mechanical Max Grav 8=824(LC 7), 5=809(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-431/0, 4-5=-419/0, 2-3=-711/0 BOT CHORD 7-8=0/711, 6-7=0/711, 5-6=0/711 WEBS 3-5=-909/0, 2-8=-909/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 508 lb down at 1-9-2 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: 5-8=-16, 1-4=-346 Concentrated Loads (lb) Vert: 2=-483(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-346 Concentrated Loads (lb) Vert: 2=-483(B) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss FG06A Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489123 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:50 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-Sc9zei9nfjHdjb3tyRyTbVuF7725DxS9dFYTrmyQtEV LOAD CASE(S) Standard Uniform Loads (plf) Vert: 5-8=-16, 1-3=-346, 3-4=-282 Concentrated Loads (lb) Vert: 2=-508(B) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-2=-282, 2-4=-346 Concentrated Loads (lb) Vert: 2=-502(B) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-3=-346, 3-4=-282 Concentrated Loads (lb) Vert: 2=-508(B) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-2=-282, 2-4=-346 Concentrated Loads (lb) Vert: 2=-502(B) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-282 Concentrated Loads (lb) Vert: 1=-250 2=-214(B) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-282 Concentrated Loads (lb) Vert: 2=-214(B) 9=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-282 Concentrated Loads (lb) Vert: 2=-464(B=-214) 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-282 Concentrated Loads (lb) Vert: 2=-214(B) 10=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-282 Concentrated Loads (lb) Vert: 4=-250 2=-214(B) 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-282 Concentrated Loads (lb) Vert: 2=-464(B=-214) 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-282 Concentrated Loads (lb) Vert: 2=-464(B=-214) 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 J21104957 Truss FG07 Truss Type Floor Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489124 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-oZzsiQDwTFvwqMxqk_YeIYc4g8mnuEQunXGEWzyQtEQ Scale = 1:9.4 1 2 3 4 7 6 5 8 9 10 11 12 13 2x4 2x4 3x4 3x4 3x6 3x6 3x4 3x4 1-0-0 1-0-0 1-1-8 0-1-8 4-0-10 2-11-2 0-9-0 1-3-10 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 0.34 0.15 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 480 360 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 4-0-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 6=0-5-8 Max Grav 5=384(LC 11), 6=667(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-268/0 BOT CHORD 5-6=0/295 WEBS 2-6=-373/0, 1-6=-363/0, 3-5=-393/0, 3-6=-434/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 436 lb down at 2-7-3 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-16, 1-11=-186, 4-11=-96 Concentrated Loads (lb) Vert: 3=-385(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-16, 1-11=-186, 4-11=-96 Concentrated Loads (lb) Vert: 3=-385(F) Continued on page 2 October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss FG07 Truss Type Floor Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489124 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:37:55 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-oZzsiQDwTFvwqMxqk_YeIYc4g8mnuEQunXGEWzyQtEQ LOAD CASE(S) Standard 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-16, 1-2=-186, 2-11=-122, 4-11=-32 Concentrated Loads (lb) Vert: 3=-436(F) 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-16, 1-2=-122, 2-11=-186, 4-11=-96 Concentrated Loads (lb) Vert: 3=-385(F) 5) 3rd unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-16, 1-2=-186, 2-11=-122, 4-11=-32 Concentrated Loads (lb) Vert: 3=-436(F) 6) 4th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-16, 1-2=-122, 2-11=-186, 4-11=-96 Concentrated Loads (lb) Vert: 3=-385(F) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-16, 1-11=-122, 4-11=-32 Concentrated Loads (lb) Vert: 1=-250 3=-172(F) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-16, 1-11=-122, 4-11=-32 Concentrated Loads (lb) Vert: 3=-172(F) 10=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-16, 1-11=-122, 4-11=-32 Concentrated Loads (lb) Vert: 3=-172(F) 12=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-16, 1-11=-122, 4-11=-32 Concentrated Loads (lb) Vert: 3=-172(F) 13=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-16, 1-11=-122, 4-11=-32 Concentrated Loads (lb) Vert: 4=-250 3=-172(F) 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-16, 1-11=-122, 4-11=-32 Concentrated Loads (lb) Vert: 2=-250 3=-172(F) 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-16, 1-11=-122, 4-11=-32 Concentrated Loads (lb) Vert: 3=-422(F=-172) 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 J21104957 Truss FG07A Truss Type Floor Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489125 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-9Xmll7H3InYDw7qoXX7p_cJwR9VuZVDdwoz?BByQtEL Scale = 1:9.4 1 2 3 4 7 6 5 8 9 10 11 12 13 2x4 2x4 3x4 3x4 3x6 3x6 3x4 3x4 1-0-0 1-0-0 1-1-8 0-1-8 4-0-10 2-11-2 0-9-0 1-3-10 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 0.34 0.09 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 480 360 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 4-0-10 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=-34(LC 7) Max Grav 5=301(LC 11), 6=587(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-267/1 WEBS 2-6=-371/0, 1-6=-363/0, 3-6=-253/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 4) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down at 2-7-3 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-16, 1-11=-186, 4-11=-96 Concentrated Loads (lb) Vert: 3=-11(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-16, 1-11=-186, 4-11=-96 Concentrated Loads (lb) Vert: 3=-11(F) Continued on page 2 October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss FG07A Truss Type Floor Qty 5 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489125 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:00 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-9Xmll7H3InYDw7qoXX7p_cJwR9VuZVDdwoz?BByQtEL LOAD CASE(S) Standard 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-16, 1-2=-186, 2-11=-122, 4-11=-32 Concentrated Loads (lb) Vert: 3=-47(F) 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-16, 1-2=-122, 2-11=-186, 4-11=-96 Concentrated Loads (lb) Vert: 3=-11(F) 5) 3rd unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-16, 1-2=-186, 2-11=-122, 4-11=-32 Concentrated Loads (lb) Vert: 3=-47(F) 6) 4th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-16, 1-2=-122, 2-11=-186, 4-11=-96 Concentrated Loads (lb) Vert: 3=-11(F) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-16, 1-11=-122, 4-11=-32 Concentrated Loads (lb) Vert: 1=-250 3=-10(F) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-16, 1-11=-122, 4-11=-32 Concentrated Loads (lb) Vert: 3=-10(F) 10=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-16, 1-11=-122, 4-11=-32 Concentrated Loads (lb) Vert: 3=-10(F) 12=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-16, 1-11=-122, 4-11=-32 Concentrated Loads (lb) Vert: 3=-10(F) 13=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-16, 1-11=-122, 4-11=-32 Concentrated Loads (lb) Vert: 4=-250 3=-10(F) 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-16, 1-11=-122, 4-11=-32 Concentrated Loads (lb) Vert: 2=-250 3=-10(F) 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-16, 1-11=-122, 4-11=-32 Concentrated Loads (lb) Vert: 3=-260(F=-10) 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 J21104957 Truss FG08 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489126 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-5vuVApIJqPow9RzAfyAH41ODez0_1CZwO6S6G3yQtEJ Scale = 1:33.9 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 MT18HS FP 3x16 MT18HS FP 2x4 SP 2x4 6x18 MT18HS 2x4 3x6 3x6 3x6 FP3x6 FP 7x16 MT18HS6x8 7x16 MT18HS 6x8 6x8 6x8 6x6 3x6 6x8 3x6 4x6 6x8 3x6 6x8 5x6 4x6 4x6 3x6 19-10-0 19-10-0 1-3-0 1-4-0 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [7:0-3-0,Edge], [21:0-3-0,Edge], [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 0.55 0.75 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.79 0.13 (loc) 20-21 20 15 l/defl >999 >298 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 178 lb FT = 20%F, 11%E GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)26=0-5-8, 15=0-5-8 Max Grav 26=1943(LC 1), 15=4125(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-268/22, 14-15=-445/0, 2-3=-4291/0, 3-4=-7828/0, 4-6=-7835/0, 6-7=-10705/0, 7-8=-11997/0, 8-9=-12633/0, 9-11=-11482/0, 11-12=-11482/0, 12-13=-7801/0 BOT CHORD 25-26=0/2376, 23-25=0/6163, 22-23=0/9431, 21-22=0/11997, 20-21=0/12885, 19-20=0/12885, 18-19=0/12330, 16-18=0/10660, 15-16=0/4915 WEBS 13-15=-6241/0, 2-26=-3022/0, 13-16=0/3819, 2-25=0/2534, 12-16=-3784/0, 3-25=-2478/0, 12-18=0/1086, 3-23=0/2199, 4-23=-295/0, 9-18=-1081/0, 6-23=-2036/0, 9-19=-56/402, 6-22=0/1686, 8-19=-326/134, 7-22=-1675/0, 7-21=0/789, 8-21=-1274/0 NOTES- 1) All plates are MT20 plates unless otherwise indicated. 2) The Fabrication Tolerance at joint 17 = 11% 3) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 735 lb down at 15-10-12, and 706 lb down at 10-4-12 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) 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-26=-16, 1-34=-96, 12-34=-186, 12-14=-606(F=-420) Concentrated Loads (lb) Vert: 12=-735(F) 34=-706(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-26=-16, 1-34=-96, 12-34=-186, 12-14=-606(F=-420) Continued on page 2 October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss FG08 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489126 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:02 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-5vuVApIJqPow9RzAfyAH41ODez0_1CZwO6S6G3yQtEJ LOAD CASE(S) Concentrated Loads (lb) Vert: 12=-735(F) 34=-706(B) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-34=-32, 12-34=-122, 12-14=-542(F=-420) Concentrated Loads (lb) Vert: 1=-250 12=-735(F) 34=-534(B) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-34=-32, 12-34=-122, 12-14=-542(F=-420) Concentrated Loads (lb) Vert: 12=-735(F) 29=-250 34=-534(B) 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-34=-32, 12-34=-122, 12-14=-542(F=-420) Concentrated Loads (lb) Vert: 12=-735(F) 30=-250 34=-534(B) 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-34=-32, 12-34=-122, 12-14=-542(F=-420) Concentrated Loads (lb) Vert: 12=-735(F) 31=-250 34=-534(B) 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-34=-32, 12-34=-122, 12-14=-542(F=-420) Concentrated Loads (lb) Vert: 5=-250 12=-735(F) 34=-534(B) 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-34=-32, 12-34=-122, 12-14=-542(F=-420) Concentrated Loads (lb) Vert: 12=-735(F) 32=-250 34=-534(B) 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-34=-32, 12-34=-122, 12-14=-542(F=-420) Concentrated Loads (lb) Vert: 12=-735(F) 33=-250 34=-534(B) 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-34=-32, 12-34=-122, 12-14=-542(F=-420) Concentrated Loads (lb) Vert: 12=-735(F) 34=-534(B) 35=-250 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-34=-32, 12-34=-122, 12-14=-542(F=-420) Concentrated Loads (lb) Vert: 10=-250 12=-735(F) 34=-534(B) 12) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-34=-32, 12-34=-122, 12-14=-542(F=-420) Concentrated Loads (lb) Vert: 12=-735(F) 34=-534(B) 36=-250 13) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-34=-32, 12-34=-122, 12-14=-542(F=-420) Concentrated Loads (lb) Vert: 12=-735(F) 34=-534(B) 37=-250 14) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-34=-32, 12-34=-122, 12-14=-542(F=-420) Concentrated Loads (lb) Vert: 12=-735(F) 34=-534(B) 38=-250 15) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-34=-32, 12-34=-122, 12-14=-542(F=-420) Concentrated Loads (lb) Vert: 14=-250 12=-735(F) 34=-534(B) 16) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-34=-32, 12-34=-122, 12-14=-542(F=-420) Concentrated Loads (lb) Vert: 1=-250 12=-735(F) 34=-534(B) 17) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-34=-32, 12-34=-122, 12-14=-542(F=-420) 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 J21104957 Truss FG08 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489126 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:02 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-5vuVApIJqPow9RzAfyAH41ODez0_1CZwO6S6G3yQtEJ LOAD CASE(S) Concentrated Loads (lb) Vert: 1=-250 12=-735(F) 34=-534(B) 18) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-34=-32, 12-34=-122, 12-14=-542(F=-420) Concentrated Loads (lb) Vert: 2=-250 12=-735(F) 34=-534(B) 19) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-34=-32, 12-34=-122, 12-14=-542(F=-420) Concentrated Loads (lb) Vert: 12=-735(F) 3=-250 34=-534(B) 20) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-34=-32, 12-34=-122, 12-14=-542(F=-420) Concentrated Loads (lb) Vert: 12=-735(F) 4=-250 34=-534(B) 21) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-34=-32, 12-34=-122, 12-14=-542(F=-420) Concentrated Loads (lb) Vert: 12=-735(F) 6=-250 34=-534(B) 22) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-34=-32, 12-34=-122, 12-14=-542(F=-420) Concentrated Loads (lb) Vert: 12=-735(F) 7=-250 34=-534(B) 23) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-34=-32, 12-34=-122, 12-14=-542(F=-420) Concentrated Loads (lb) Vert: 12=-735(F) 8=-250 34=-534(B) 24) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-34=-32, 12-34=-122, 12-14=-542(F=-420) Concentrated Loads (lb) Vert: 12=-735(F) 9=-250 34=-534(B) 25) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-34=-32, 12-34=-122, 12-14=-542(F=-420) Concentrated Loads (lb) Vert: 12=-735(F) 11=-250 34=-534(B) 26) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-34=-32, 12-34=-122, 12-14=-542(F=-420) Concentrated Loads (lb) Vert: 12=-985(F=-735) 34=-534(B) 27) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-16, 1-34=-32, 12-34=-122, 12-14=-542(F=-420) Concentrated Loads (lb) Vert: 13=-250 12=-735(F) 34=-534(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss FG09 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489127 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-1I0GaVKZM02ePl7ZmNCl9STa7nlbV91DrQxDKyyQtEH Scale = 1:26.7 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 31 32 33 6x8 3x6 FP 3x16 MT18HS FP 2x4 8x8 3x6 6x8 6x8 6x6 6x8 3x6 5x6 5x6 6x10 5x6 8x10 8x8 8x16 3x6 5x6 5x6 5x6 9-1-8 9-1-8 13-0-0 3-10-8 13-3-4 0-3-4 15-3-0 1-11-12 16-0-8 0-9-8 1-3-0 0-10-8 1-4-0 0-9-8 1-0-0 0-6-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [11:0-3-0,Edge], [13:0-6-8,Edge], [14:0-3-8,Edge], [23:0-1-8,0-1-0] 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 0.48 0.55 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.37 0.07 (loc) 18 17-18 12 l/defl >999 >508 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 129 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)22=0-5-8, 12=0-3-8 Max Grav 22=1422(LC 1), 12=2731(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-265/26, 11-12=-2679/0, 2-3=-3045/0, 3-4=-5360/0, 4-5=-5364/0, 5-6=-7002/0, 6-7=-7941/0, 7-8=-7933/0, 8-9=-5953/0, 9-10=-5920/0, 10-11=-1619/0 BOT CHORD 21-22=0/1723, 19-21=0/4322, 18-19=0/6346, 17-18=0/7667, 16-17=0/7667, 14-16=0/7230, 13-14=0/3913 WEBS 2-22=-2190/0, 2-21=0/1750, 3-21=-1690/0, 3-19=0/1371, 4-19=-258/42, 5-19=-1252/0, 5-18=0/868, 6-18=-863/0, 8-16=0/883, 8-14=-1558/0, 10-14=0/3020, 10-13=-3449/0, 11-13=0/3014, 6-16=0/513, 7-16=-816/0, 9-14=-1301/0 NOTES- 1) All plates are MT20 plates unless otherwise indicated. 2) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 739 lb down at 10-4-12, and 1148 lb down at 13-3-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-22=-16, 1-7=-96, 7-11=-186 Concentrated Loads (lb) Vert: 7=-739(F) 9=-1148(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-22=-16, 1-7=-96, 7-11=-186 Continued on page 2 October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss FG09 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489127 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:04 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-1I0GaVKZM02ePl7ZmNCl9STa7nlbV91DrQxDKyyQtEH LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-739(F) 9=-1148(B) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 12-22=-16, 1-7=-32, 7-11=-122 Concentrated Loads (lb) Vert: 1=-250 7=-548(F) 9=-630(B) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 12-22=-16, 1-7=-32, 7-11=-122 Concentrated Loads (lb) Vert: 7=-548(F) 9=-630(B) 24=-250 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 12-22=-16, 1-7=-32, 7-11=-122 Concentrated Loads (lb) Vert: 7=-548(F) 9=-630(B) 25=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 12-22=-16, 1-7=-32, 7-11=-122 Concentrated Loads (lb) Vert: 7=-548(F) 9=-630(B) 26=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 12-22=-16, 1-7=-32, 7-11=-122 Concentrated Loads (lb) Vert: 7=-548(F) 9=-630(B) 27=-250 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 12-22=-16, 1-7=-32, 7-11=-122 Concentrated Loads (lb) Vert: 7=-548(F) 9=-630(B) 28=-250 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 12-22=-16, 1-7=-32, 7-11=-122 Concentrated Loads (lb) Vert: 7=-548(F) 9=-630(B) 29=-250 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 12-22=-16, 1-7=-32, 7-11=-122 Concentrated Loads (lb) Vert: 7=-548(F) 9=-630(B) 30=-250 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 12-22=-16, 1-7=-32, 7-11=-122 Concentrated Loads (lb) Vert: 7=-548(F) 9=-630(B) 31=-250 12) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 12-22=-16, 1-7=-32, 7-11=-122 Concentrated Loads (lb) Vert: 7=-548(F) 9=-630(B) 32=-250 13) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 12-22=-16, 1-7=-32, 7-11=-122 Concentrated Loads (lb) Vert: 7=-548(F) 9=-630(B) 33=-250 14) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 12-22=-16, 1-7=-32, 7-11=-122 Concentrated Loads (lb) Vert: 11=-250 7=-548(F) 9=-630(B) 15) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 12-22=-16, 1-7=-32, 7-11=-122 Concentrated Loads (lb) Vert: 1=-250 7=-548(F) 9=-630(B) 16) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 12-22=-16, 1-7=-32, 7-11=-122 Concentrated Loads (lb) Vert: 1=-250 7=-548(F) 9=-630(B) 17) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 12-22=-16, 1-7=-32, 7-11=-122 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss FG09 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489127 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:04 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-1I0GaVKZM02ePl7ZmNCl9STa7nlbV91DrQxDKyyQtEH LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 2=-250 7=-548(F) 9=-630(B) 18) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 12-22=-16, 1-7=-32, 7-11=-122 Concentrated Loads (lb) Vert: 3=-250 7=-548(F) 9=-630(B) 19) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 12-22=-16, 1-7=-32, 7-11=-122 Concentrated Loads (lb) Vert: 4=-250 7=-548(F) 9=-630(B) 20) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 12-22=-16, 1-7=-32, 7-11=-122 Concentrated Loads (lb) Vert: 5=-250 7=-548(F) 9=-630(B) 21) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 12-22=-16, 1-7=-32, 7-11=-122 Concentrated Loads (lb) Vert: 6=-250 7=-548(F) 9=-630(B) 22) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 12-22=-16, 1-7=-32, 7-11=-122 Concentrated Loads (lb) Vert: 7=-798(F=-548) 9=-630(B) 23) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 12-22=-16, 1-7=-32, 7-11=-122 Concentrated Loads (lb) Vert: 8=-250 7=-548(F) 9=-630(B) 24) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 12-22=-16, 1-7=-32, 7-11=-122 Concentrated Loads (lb) Vert: 7=-548(F) 9=-880(B=-630) 25) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 12-22=-16, 1-7=-32, 7-11=-122 Concentrated Loads (lb) Vert: 10=-250 7=-548(F) 9=-630(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss FG10 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489128 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-_h70?ALqudIMe2HyuoEDEtZzMaKJz3SWJkQKPqyQtEF Scale = 1:26.3 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 25 26 27 28 29 30 3x8 MT18HS FP 2x4 SP 2x4 4x8 8x16 8x8 3x6 6x6 4x6 5x6 4x6 3x6 3x6 3x4 3x4 5x6 3x6 5x12 8x8 2x4 5x6 9-1-8 9-1-8 10-6-0 1-4-8 13-1-8 2-7-8 15-4-8 2-3-0 16-0-8 0-8-0 1-3-0 1-0-0 1-0-0 0-5-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [10:0-3-0,Edge], [11:Edge,0-1-8], [20:Edge,0-1-8], [21:0-1-8,0-1-0] 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 0.31 0.98 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.35 0.10 (loc) 15-16 15-16 11 l/defl >999 >535 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 102 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) *Except* 11-18: 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)20=0-5-8, 11=0-3-8 Max Grav 20=1176(LC 1), 11=2434(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-266/24, 10-11=-2424/0, 2-3=-2327/0, 3-4=-4020/0, 4-5=-4020/0, 5-6=-5000/0, 6-7=-5383/0, 7-8=-5095/0, 8-9=-5037/0, 9-10=-1129/0 BOT CHORD 19-20=0/1340, 17-19=0/3264, 16-17=0/4629, 15-16=0/5340, 14-15=0/5340, 13-14=0/5375, 12-13=0/3074 WEBS 2-20=-1741/0, 2-19=0/1340, 3-19=-1270/0, 3-17=0/1003, 4-17=-266/33, 5-17=-809/0, 5-16=0/503, 6-16=-452/0, 7-13=-426/0, 9-13=0/2773, 9-12=-2996/0, 10-12=0/2557, 8-13=-1704/0 NOTES- 1) All plates are MT20 plates unless otherwise indicated. 2) The Fabrication Tolerance at joint 18 = 11% 3) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1603 lb down at 13-3-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-20=-16, 1-8=-96, 8-10=-186 Concentrated Loads (lb) Vert: 8=-1603(F) Continued on page 2 October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss FG10 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489128 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:06 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-_h70?ALqudIMe2HyuoEDEtZzMaKJz3SWJkQKPqyQtEF LOAD CASE(S) Standard 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-20=-16, 1-8=-96, 8-10=-186 Concentrated Loads (lb) Vert: 8=-1603(F) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-16, 1-8=-32, 8-10=-122 Concentrated Loads (lb) Vert: 1=-250 8=-829(F) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-16, 1-8=-32, 8-10=-122 Concentrated Loads (lb) Vert: 8=-829(F) 22=-250 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-16, 1-8=-32, 8-10=-122 Concentrated Loads (lb) Vert: 8=-829(F) 23=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-16, 1-8=-32, 8-10=-122 Concentrated Loads (lb) Vert: 8=-829(F) 24=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-16, 1-8=-32, 8-10=-122 Concentrated Loads (lb) Vert: 8=-829(F) 25=-250 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-16, 1-8=-32, 8-10=-122 Concentrated Loads (lb) Vert: 8=-829(F) 26=-250 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-16, 1-8=-32, 8-10=-122 Concentrated Loads (lb) Vert: 8=-829(F) 27=-250 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-16, 1-8=-32, 8-10=-122 Concentrated Loads (lb) Vert: 8=-829(F) 28=-250 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-16, 1-8=-32, 8-10=-122 Concentrated Loads (lb) Vert: 8=-829(F) 29=-250 12) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-16, 1-8=-32, 8-10=-122 Concentrated Loads (lb) Vert: 8=-829(F) 30=-250 13) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-16, 1-8=-32, 8-10=-122 Concentrated Loads (lb) Vert: 10=-250 8=-829(F) 14) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-16, 1-8=-32, 8-10=-122 Concentrated Loads (lb) Vert: 1=-250 8=-829(F) 15) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-16, 1-8=-32, 8-10=-122 Concentrated Loads (lb) Vert: 1=-250 8=-829(F) 16) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-16, 1-8=-32, 8-10=-122 Concentrated Loads (lb) Vert: 2=-250 8=-829(F) Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss FG10 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489128 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:06 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-_h70?ALqudIMe2HyuoEDEtZzMaKJz3SWJkQKPqyQtEF LOAD CASE(S) Standard 17) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-16, 1-8=-32, 8-10=-122 Concentrated Loads (lb) Vert: 3=-250 8=-829(F) 18) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-16, 1-8=-32, 8-10=-122 Concentrated Loads (lb) Vert: 4=-250 8=-829(F) 19) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-16, 1-8=-32, 8-10=-122 Concentrated Loads (lb) Vert: 5=-250 8=-829(F) 20) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-16, 1-8=-32, 8-10=-122 Concentrated Loads (lb) Vert: 6=-250 8=-829(F) 21) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-16, 1-8=-32, 8-10=-122 Concentrated Loads (lb) Vert: 7=-250 8=-829(F) 22) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-16, 1-8=-32, 8-10=-122 Concentrated Loads (lb) Vert: 8=-1079(F=-829) 23) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-20=-16, 1-8=-32, 8-10=-122 Concentrated Loads (lb) Vert: 9=-250 8=-829(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 J21104957 Truss FG11 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489129 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-_h70?ALqudIMe2HyuoEDEtZwEaRqz75WJkQKPqyQtEF Scale = 1:9.41234 8 7 6 5 9 10 11 4x10 3x6 4x8 3x6 4x6 4x6 2x4 2x4 5-0-0 5-0-0 1-3-0 1-11-8 1-0-8 1-4-01-4-0Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-3-0,Edge], [5:Edge,0-1-8], [6:0-1-8,0-0-0], [7:0-1-8,Edge], [8:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.51 0.57 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.01 (loc) 7 7 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 30 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=Mechanical, 5=Mechanical Max Grav 8=1679(LC 1), 5=1224(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-581/0, 4-5=-258/50, 2-3=-1340/0 BOT CHORD 7-8=0/1340, 6-7=0/1340, 5-6=0/1340 WEBS 3-5=-1832/0, 2-8=-1713/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 699 lb down at 0-7-13, and 671 lb down at 1-6-0, and 673 lb down at 3-9-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-186 Concentrated Loads (lb) Vert: 3=-644(B) 2=-644(B) 9=-657(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-186 Concentrated Loads (lb) Vert: 3=-644(B) 2=-644(B) 9=-657(B) Continued on page 2 October 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104957 Truss FG11 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE B6 - 2ND FLOOR Job Reference (optional) I48489129 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 22 11:38:06 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wrWTQ8O51auzxdK8pPpa3cyRsVG-_h70?ALqudIMe2HyuoEDEtZwEaRqz75WJkQKPqyQtEF LOAD CASE(S) Standard 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-3=-186, 3-4=-122 Concentrated Loads (lb) Vert: 3=-673(B) 2=-644(B) 9=-657(B) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-2=-122, 2-4=-186 Concentrated Loads (lb) Vert: 3=-644(B) 2=-671(B) 9=-699(B) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-3=-186, 3-4=-122 Concentrated Loads (lb) Vert: 3=-673(B) 2=-644(B) 9=-657(B) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-2=-122, 2-4=-186 Concentrated Loads (lb) Vert: 3=-644(B) 2=-671(B) 9=-699(B) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-122 Concentrated Loads (lb) Vert: 1=-250 3=-283(B) 2=-283(B) 9=-288(B) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-122 Concentrated Loads (lb) Vert: 3=-283(B) 2=-283(B) 9=-538(B=-288) 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-122 Concentrated Loads (lb) Vert: 3=-283(B) 2=-283(B) 9=-288(B) 10=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-122 Concentrated Loads (lb) Vert: 3=-283(B) 2=-283(B) 9=-288(B) 11=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-122 Concentrated Loads (lb) Vert: 4=-250 3=-283(B) 2=-283(B) 9=-288(B) 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-122 Concentrated Loads (lb) Vert: 3=-283(B) 2=-533(B=-283) 9=-288(B) 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-122 Concentrated Loads (lb) Vert: 3=-533(B=-283) 2=-283(B) 9=-288(B) PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths