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HomeMy WebLinkAboutI47107426.J2110408816023 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). July 22,2021 Liu, Xuegang Pages or sheets covered by this seal: I47107426 thru I47107445 My license renewal date for the state of Indiana is July 31, 2022. J21104088 ONYX+EAST- UWC- BLDG D 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 J21104088 Truss F01 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST- UWC- BLDG D 2ND FLOOR Job Reference (optional) I47107426 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 14:18:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-IyQ367X6rY0REuTBTDFjpUmp3TUZbOpuzNNuW5yvphQ Scale = 1:40.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 3x8 MT18HS FP 2x4 3x6 2x4 2x4 2x4 3x6 FP 3x4 2x4 2x4 4x6 3x8 3x4 4x6 4x6 3x4 3x4 3x4 3x6 2x4 3x4 4x6 4x6 3x6 3x4 3x4 3x4 3x4 3x4 3x6 FP 10-6-010-6-0 11-4-80-10-812-3-00-10-8 16-3-44-0-4 24-0-07-8-12 1-3-0 1-9-0 1-3-4 1-1-4 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,Edge], [15:0-1-8,Edge], [22:0-1-8,0-0-0], [23:0-1-8,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 1-7-3 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.69 0.86 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.38 0.03 (loc) 23-25 23-25 20 l/defl >890 >511 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 116 lb FT = 20%F, 11%E GRIP 197/144 244/190 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) *Except* 9-15: 2x4 SPF No.2(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) *Except* 16-19: 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-21,18-20,17-18. REACTIONS. (size)28=0-5-8, 20=0-5-8, 16=0-5-8 Max Grav 28=832(LC 3), 20=1559(LC 1), 16=362(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-28=-262/33, 15-16=-262/34, 2-3=-1483/0, 3-4=-2303/0, 4-5=-2626/0, 5-6=-2626/0, 6-7=-1927/0, 7-8=-1927/0, 8-10=-910/0, 10-11=0/938, 11-12=0/937, 12-13=-213/338, 13-14=-408/38 BOT CHORD 27-28=0/888, 26-27=0/2024, 25-26=0/2573, 23-25=0/2482, 22-23=0/1927, 21-22=0/1927, 18-20=-562/0, 17-18=-143/442, 16-17=0/325 WEBS 7-23=0/280, 8-22=0/464, 11-20=-304/20, 2-28=-1180/0, 2-27=0/828, 3-27=-752/0, 3-26=0/388, 4-26=-375/0, 6-25=-66/317, 6-23=-812/0, 8-21=-1404/0, 10-21=0/1094, 10-20=-1280/0, 14-16=-430/0, 13-18=-426/0, 12-18=0/464, 12-20=-713/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 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. 6) CAUTION, Do not erect truss backwards. July 22,2021 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 J21104088 Truss F01A Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST- UWC- BLDG D 2ND FLOOR Job Reference (optional) I47107427 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 14:19:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-m9_SJTYkcs8Hs21N1xmyMhJ_9spwKsk1B16S2XyvphP Scale = 1:27.1 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 29 30 3x6 FP 2x4 3x6 2x4 3x4 3x6 FP 3x4 2x4 2x4 3x4 4x6 4x6 3x4 3x4 3x4 3x6 2x4 3x4 3x6 4x6 4x6 2-9-0 2-9-0 5-3-0 2-6-0 10-4-8 5-1-8 10-6-0 0-1-8 11-4-8 0-10-8 12-3-0 0-10-8 13-6-12 1-3-12 16-3-12 2-9-0 1-3-0 1-9-0 1-2-4 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [8:0-1-8,Edge], [9:0-1-8,Edge], [14:0-1-8,0-0-0], [15:0-1-8,Edge], [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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.66 0.92 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.40 0.04 (loc) 15-16 15-16 12 l/defl >833 >478 n/a L/d 480 360 n/a PLATES MT20 Weight: 75 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) *Except* 6-11: 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF No.2(flat) *Except* 12-18: 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, Except: 2-2-0 oc bracing: 14-15. REACTIONS. (size)20=0-5-8, 12=0-3-4 Max Grav 20=893(LC 1), 12=899(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-262/33, 11-12=-278/21, 2-3=-1615/0, 3-4=-2561/0, 4-5=-3005/0, 5-7=-3005/0, 7-8=-2488/0, 8-9=-2488/0, 9-10=-1628/0 BOT CHORD 19-20=0/957, 17-19=0/2219, 16-17=0/2889, 15-16=0/2936, 14-15=0/2488, 13-14=0/2488, 12-13=0/908 WEBS 8-15=-7/263, 9-14=0/394, 2-20=-1271/0, 2-19=0/915, 3-19=-840/0, 3-17=0/476, 4-17=-456/0, 4-16=-125/288, 7-16=-115/262, 7-15=-690/0, 10-12=-1208/0, 10-13=0/1002, 9-13=-1196/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 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. July 22,2021 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 J21104088 Truss F02 Truss Type FLOOR Qty 16 Ply 1 ONYX+EAST- UWC- BLDG D 2ND FLOOR Job Reference (optional) I47107428 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 14:19:01 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-ELYqXpZMNAG8UCcabeHBuvr47GA73G8BQhs?azyvphO Scale = 1:33.2 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 29 30 31 32 33 34 35 36 3x8 MT18HS FP 2x4 4x8 2x4 3x4 3x6 FP 3x4 2x4 2x4 3x4 4x6 4x6 4x6 4x6 3x4 3x6 2x4 3x4 3x6 3x6 2x4 4x6 4x6 5x6 5x6 10-6-010-6-0 11-4-80-10-8 12-3-00-10-8 16-1-83-10-8 18-7-82-6-0 19-11-01-3-8 1-3-0 1-9-0 1-1-8 1-0-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,Edge], [18:0-1-8,0-0-0], [19:0-1-8,Edge], [24:Edge,0-1-8], [25:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.97 0.85 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.55 0.08 (loc) 19-20 19-20 14 l/defl >764 >433 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 92 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* 14-22: 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)24=0-5-8, 14=Mechanical Max Grav 24=1095(LC 1), 14=1101(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-263/33, 13-14=-1092/0, 2-3=-2050/0, 3-4=-3417/0, 4-5=-4271/0, 5-6=-4271/0, 6-7=-4360/0, 7-8=-4360/0, 8-10=-3820/0, 10-11=-2681/0, 11-12=-2681/0, 12-13=-962/0 BOT CHORD 23-24=0/1185, 21-23=0/2865, 20-21=0/3942, 19-20=0/4434, 18-19=0/4360, 17-18=0/4360, 16-17=0/3359, 15-16=0/1964 WEBS 8-18=-36/288, 2-24=-1575/0, 2-23=0/1204, 3-23=-1133/0, 3-21=0/768, 4-21=-730/0, 4-20=0/451, 6-20=-307/97, 6-19=-330/273, 8-17=-864/0, 10-17=0/683, 10-16=-921/0, 11-16=-257/81, 12-16=0/1023, 12-15=-1394/0, 13-15=0/1384 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 2018 International Residential Code sections R502.11.1 and R802.10.2 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) CAUTION, Do not erect truss backwards. July 22,2021 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 J21104088 Truss F03 Truss Type FLOOR Qty 8 Ply 1 ONYX+EAST- UWC- BLDG D 2ND FLOOR Job Reference (optional) I47107429 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 14:19:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-BkfaxVadvnWsjVmyi3KfzKxQg4rmXA6Ut?L6fsyvphM Scale = 1:33.6 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 37 3x8 MT18HS FP 2x4 4x8 2x4 4x6 2x4 4x6 3x6 FP 3x4 2x4 2x4 3x4 4x6 4x6 4x6 4x6 3x4 3x6 2x4 3x4 3x6 3x6 2x4 4x6 4x6 4x8 10-6-010-6-0 11-4-80-10-8 12-3-00-10-8 16-1-83-10-8 18-9-02-7-8 20-2-81-5-8 1-3-0 1-9-0 1-2-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.97 0.84 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.56 0.08 (loc) 19-20 19-20 14 l/defl >751 >425 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 92 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* 14-22: 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)24=0-5-8, 14=0-3-8 Max Grav 24=1111(LC 1), 14=1111(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-263/33, 13-14=-1102/0, 2-3=-2086/0, 3-4=-3487/0, 4-5=-4373/0, 5-6=-4373/0, 6-7=-4511/0, 7-8=-4511/0, 8-10=-4002/0, 10-11=-2896/0, 11-12=-2896/0, 12-13=-1110/0 BOT CHORD 23-24=0/1203, 21-23=0/2917, 20-21=0/4028, 19-20=0/4556, 18-19=0/4511, 17-18=0/4511, 16-17=0/3559, 15-16=0/2115 WEBS 8-18=-46/276, 2-24=-1599/0, 2-23=0/1227, 3-23=-1157/0, 3-21=0/792, 4-21=-752/0, 4-20=0/470, 5-20=-250/66, 6-20=-329/84, 6-19=-309/307, 8-17=-837/0, 10-17=0/665, 10-16=-901/0, 11-16=-258/76, 12-16=0/1062, 12-15=-1397/0, 13-15=0/1453 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 2018 International Residential Code sections R502.11.1 and R802.10.2 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. 6) CAUTION, Do not erect truss backwards. July 22,2021 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 J21104088 Truss F04 Truss Type Floor Qty 8 Ply 1 ONYX+EAST- UWC- BLDG D 2ND FLOOR Job Reference (optional) I47107430 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 14:19:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-fwDy9rbFg5fjLfL9GmruWXTeWUB8Gh?d6f4fBIyvphL Scale = 1:26.9 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 29 3x6 FP 2x4 3x6 2x4 3x6 3x4 3x6 FP 3x4 2x4 2x4 3x4 3x6 3x6 3x4 3x4 3x4 3x6 2x4 3x4 4x6 4x6 10-6-010-6-0 11-4-80-10-8 12-3-00-10-8 16-2-83-11-8 1-3-0 1-9-0 1-1-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [8:0-1-8,Edge], [9:0-1-8,Edge], [14:0-1-8,0-0-0], [15:0-1-8,Edge], [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 1-4-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.83 0.83 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.37 0.04 (loc) 15-16 15-16 12 l/defl >901 >519 n/a L/d 480 360 n/a PLATES MT20 Weight: 74 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) *Except* 12-18: 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)20=0-5-8, 12=Mechanical Max Grav 20=740(LC 1), 12=745(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-260/36, 11-12=-270/39, 2-3=-1336/0, 3-4=-2114/0, 4-5=-2478/0, 5-7=-2478/0, 7-8=-2032/0, 8-9=-2032/0, 9-10=-1265/0 BOT CHORD 19-20=0/792, 17-19=0/1834, 16-17=0/2385, 15-16=0/2406, 14-15=0/2032, 13-14=0/2032, 12-13=0/668 WEBS 9-14=0/365, 2-20=-1053/0, 2-19=0/756, 3-19=-693/0, 3-17=0/393, 4-17=-376/0, 4-16=-140/283, 7-16=-107/266, 7-15=-571/0, 9-13=-1043/0, 10-13=0/830, 10-12=-945/0 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 2018 International Residential Code sections R502.11.1 and R802.10.2 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. 6) CAUTION, Do not erect truss backwards. July 22,2021 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 J21104088 Truss F05 Truss Type Floor Qty 12 Ply 1 ONYX+EAST- UWC- BLDG D 2ND FLOOR Job Reference (optional) I47107431 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 14:19:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-76nLMBctQOnaypwLqUM72l0oBtaH?6umLJqDjkyvphK Scale = 1:36.8 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 39 3x16 MT18HS FP 2x4 3x6 2x4 3x4 3x6 FP 3x4 2x4 2x4 3x4 4x6 4x6 4x6 4x6 3x4 3x6 2x4 3x4 3x4 3x4 2x4 4x6 4x6 4x6 4x6 5x6 5x6 10-6-010-6-0 11-4-80-10-8 12-3-00-10-8 16-1-83-10-8 18-9-02-7-8 21-3-02-6-0 22-1-00-10-0 1-3-0 1-9-0 0-7-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,Edge], [20:0-1-8,0-0-0], [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 1-4-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.84 0.65 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.58 0.09 (loc) 21 21 15 l/defl >788 >449 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 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 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)26=0-5-8, 15=Mechanical Max Grav 26=1014(LC 1), 15=1019(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-261/35, 14-15=-1018/0, 2-3=-1928/0, 3-4=-3280/0, 4-5=-4195/0, 5-6=-4195/0, 6-7=-4572/0, 7-8=-4572/0, 8-10=-4310/0, 10-11=-3572/0, 11-12=-3572/0, 12-13=-2285/0, 13-14=-563/0 BOT CHORD 25-26=0/1102, 24-25=0/2713, 22-24=0/3815, 21-22=0/4452, 20-21=0/4572, 19-20=0/4572, 18-19=0/4044, 17-18=0/3005, 16-17=0/1529 WEBS 2-26=-1465/0, 2-25=0/1148, 3-25=-1093/0, 3-24=0/788, 4-24=-744/0, 4-22=0/516, 5-22=-253/63, 6-22=-398/26, 6-21=-192/440, 8-19=-560/57, 10-19=0/466, 10-18=-641/0, 11-18=-252/78, 12-18=0/770, 12-17=-1002/0, 13-17=0/1052, 13-16=-1344/0, 14-16=0/1112 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 2018 International Residential Code sections R502.11.1 and R802.10.2 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) CAUTION, Do not erect truss backwards. July 22,2021 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 J21104088 Truss F06 Truss Type Floor Qty 12 Ply 1 ONYX+EAST- UWC- BLDG D 2ND FLOOR Job Reference (optional) I47107432 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 14:19:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-bILjaWdVBivRazVXOBtMbyY2iHurkYBwazZmGByvphJ Scale = 1:40.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 3x16 MT18HS FP 2x4 4x8 2x4 2x4 2x4 3x8 FP 3x4 2x4 2x4 3x4 4x6 4x6 4x6 4x6 3x4 3x6 2x4 3x4 4x8 4x6 4x6 4x6 4x6 3x4 3x6 2x4 3x4 3x4 2-9-0 2-9-0 5-3-0 2-6-0 10-4-8 5-1-8 10-6-0 0-1-8 11-4-8 0-10-8 12-3-0 0-10-8 13-7-8 1-4-8 18-9-0 5-1-8 21-3-0 2-6-0 24-0-0 2-9-0 1-3-0 1-9-0 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,Edge], [15:0-1-8,Edge], [16:Edge,0-1-8], [21:0-1-8,0-0-0], [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 1-4-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.53 0.82 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.42 -0.73 0.11 (loc) 21 21 16 l/defl >679 >389 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 108 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)27=0-5-8, 16=0-5-8 Max Grav 27=1103(LC 1), 16=1103(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-261/35, 15-16=-261/35, 2-3=-2121/0, 3-4=-3660/0, 4-5=-4758/0, 5-6=-4758/0, 6-7=-5402/0, 7-8=-5402/0, 8-10=-5303/0, 10-11=-4754/0, 11-12=-4754/0, 12-13=-3659/0, 13-14=-2121/0 BOT CHORD 26-27=0/1203, 25-26=0/3000, 24-25=0/4281, 22-24=0/5116, 21-22=0/5402, 20-21=0/5402, 19-20=0/5144, 18-19=0/4285, 17-18=0/2999, 16-17=0/1203 WEBS 7-22=-274/47, 2-27=-1599/0, 2-26=0/1276, 3-26=-1223/0, 3-25=0/917, 4-25=-865/0, 4-24=0/648, 5-24=-261/53, 6-24=-512/0, 6-22=-80/646, 14-16=-1600/0, 14-17=0/1276, 13-17=-1222/0, 13-18=0/917, 12-18=-870/0, 12-19=0/638, 10-19=-551/0, 10-20=-51/384, 8-20=-422/183 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 2018 International Residential Code sections R502.11.1 and R802.10.2 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. July 22,2021 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 J21104088 Truss F07 Truss Type Floor Qty 20 Ply 1 ONYX+EAST- UWC- BLDG D 2ND FLOOR Job Reference (optional) I47107433 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 14:19:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-XhTT?CeljJ99pHfwVcwqgNeNJ5Y1CRlD1H2tK3yvphH Scale = 1:40.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 33 34 35 36 3738 39 40 41 42 43 44 4546 47 48 49 3x16 MT18HS FP 2x4 4x8 2x4 2x4 2x4 3x8 FP 3x4 2x4 2x4 3x4 4x8 5x12 5x6 4x6 3x4 3x6 2x4 3x4 4x8 4x6 4x6 4x6 4x6 3x6 3x6 4x6 4x6 3x4 2x4 4x6 2x4 2x4 3-7-2 15-7-14 2-9-0 2-9-0 5-3-0 2-6-0 10-4-8 5-1-8 10-6-0 0-1-8 11-4-8 0-10-8 12-3-0 0-10-8 13-7-8 1-4-8 18-9-0 5-1-8 21-3-0 2-6-0 24-0-0 2-9-0 1-3-0 0-5-12 0-5-12 1-3-8 1-9-0 0-5-0 0-5-12 1-5-12 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [3:0-1-8,Edge], [4:0-1-8,Edge], [8:0-1-8,Edge], [9:0-1-8,Edge], [12:0-1-8,Edge], [13:0-1-8,0-0-0], [17:0-1-8,Edge], [18:Edge,0-1-8], [21:0-1-8,Edge], [22:0-1-8,Edge], [24:0-1-8,0-0-0], [25:0-1-8,Edge], [29:0-1-8,0-0-0], [31:0-4-12,Edge], [32:Edge,0-1-8], [33:0-1-8,0-1-0], [34:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.90 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.44 -0.76 0.11 (loc) 24 24 18 l/defl >655 >375 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 112 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 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 18-19. REACTIONS. (size)32=0-5-8, 18=0-5-8 Max Uplift 32=-127(LC 12) Max Grav 32=1103(LC 1), 18=1103(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-32=-273/5, 17-18=-261/35, 2-3=-2175/386, 3-4=-2755/518, 4-5=-3652/439, 5-6=-4746/119, 6-7=-4746/119, 7-8=-5401/61, 8-9=-5401/61, 9-11=-5316/268, 11-12=-4895/550, 12-13=-4895/550, 13-14=-4895/550, 14-15=-3651/277, 15-16=-2123/18 BOT CHORD 31-32=-170/1167, 30-31=-518/2755, 29-30=-518/2755, 28-29=-518/2755, 27-28=-319/4317, 25-27=-64/5116, 24-25=-61/5401, 23-24=-61/5401, 22-23=-457/5129, 21-22=-550/4895, 20-21=-470/4284, 19-20=-98/2999, 18-19=0/1203 WEBS 8-25=-272/50, 2-32=-1549/227, 2-31=-301/1402, 3-31=-1418/477, 5-28=-941/0, 5-27=0/598, 7-27=-522/0, 7-25=-80/644, 16-18=-1600/0, 16-19=-49/1279, 15-19=-1219/112, 15-20=-249/906, 14-20=-881/268, 14-21=-355/863, 11-22=-751/0, 11-23=-29/416, 9-23=-414/201, 3-30=-500/896, 4-29=-645/367, 4-28=0/1227, 13-21=-337/247, 12-22=0/562 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 32=127. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Load case(s) 11, 12 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 500 lb up at 16-5-6, 500 lb up at 4-4-10, and 500 lb up at 15-7-14, and 500 lb up at 3-7-2 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 Except: Continued on page 2 July 22,2021 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 J21104088 Truss F07 Truss Type Floor Qty 20 Ply 1 ONYX+EAST- UWC- BLDG D 2ND FLOOR Job Reference (optional) I47107433 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 14:19:08 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-XhTT?CeljJ99pHfwVcwqgNeNJ5Y1CRlD1H2tK3yvphH LOAD CASE(S) Standard Except: 11) User defined: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-32=-13(F), 1-17=-27(F) Concentrated Loads (lb) Vert: 38=500(F) 46=500(F) 12) User defined: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-32=-13(F), 1-17=-27(F) Concentrated Loads (lb) Vert: 37=500(F) 45=500(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 J21104088 Truss FE02 Truss Type GABLE Qty 4 Ply 1 ONYX+EAST- UWC- BLDG D 2ND FLOOR Job Reference (optional) I47107434 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 14:19:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-XhTT?CeljJ99pHfwVcwqgNeTi5l0CbKD1H2tK3yvphH Scale = 1:10.9 1 2 3 4 5 10 9 8 7 6 11 12 13 14 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 1-4-01-4-0 2-8-01-4-0 4-0-01-4-0 5-6-81-6-81-4-01-4-0Plate 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 1-7-3 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.24 0.07 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 24 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 5-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-6-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) except 10=278(LC 3), 6=282(LC 8), 9=308(LC 9), 8=311(LC 10), 7=316(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-268/10, 5-6=-271/1 WEBS 2-9=-288/0, 3-8=-290/0, 4-7=-293/0 NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 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. July 22,2021 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 J21104088 Truss FE03 Truss Type Floor Supported Gable Qty 4 Ply 1 ONYX+EAST- UWC- BLDG D 2ND FLOOR Job Reference (optional) I47107435 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 14:19:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-yG8cdEhe0EXkgkNVAlTXI0G_4IncPy3fjEHXxOyvphE Scale = 1:40.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 3x4 3x6 FP 2x4 3x4 3x4 2x4 2x4 3x6 FP 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 3x4 2x4 2x4 2x4 2x4 0-5-12 0-5-12 3-7-2 15-7-14 15-5-015-5-0 15-10-120-5-12 24-0-08-1-4 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [15:0-1-8,Edge], [16:0-1-8,0-0-0], [22:0-1-8,Edge], [29:0-1-8,0-0-0], [30:0-1-8,Edge], [41:0-1-8,Edge], [43:0-1-8,Edge], [45:0-1-8,0-1-0], [46:0-1-8,0-1-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.23 0.01 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 23 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 94 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 24-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 23, 41, 30 Max Grav All reactions 250 lb or less at joint(s) 41, 30 except 44=258(LC 3), 23=271(LC 24), 43=317(LC 27), 42=295(LC 28), 39=314(LC 31), 38=311(LC 32), 37=312(LC 33), 36=311(LC 34), 34=312(LC 35), 33=311(LC 36), 32=313(LC 37), 31=297(LC 38), 28=315(LC 41), 27=311(LC 42), 26=312(LC 43), 25=311(LC 44), 24=315(LC 45), 40=303(LC 30), 29=296(LC 40) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-44=-251/6, 22-23=-264/9 WEBS 2-43=-293/0, 3-42=-277/7, 6-39=-292/0, 7-38=-290/0, 8-37=-290/0, 9-36=-290/0, 10-34=-290/0, 11-33=-290/0, 12-32=-291/0, 14-31=-279/5, 17-28=-292/0, 18-27=-290/0, 19-26=-290/0, 20-25=-290/0, 21-24=-292/0, 5-40=-284/4, 16-29=-278/6 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) 23, 41, 30. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 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. July 22,2021 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 J21104088 Truss FE04 Truss Type Floor Supported Gable Qty 4 Ply 1 ONYX+EAST- UWC- BLDG D 2ND FLOOR Job Reference (optional) I47107436 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 14:19:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-QSi_qahGnYfbIuyhkS_mrDo9_i7B8PKoyu04TqyvphD Scale = 1:9.41234 8 7 6 5 9 10 11 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 3-7-43-7-41-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.22 0.05 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 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 3-7-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 3-7-4. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 8, 5, 6 Max Grav All reactions 250 lb or less at joint(s) except 8=275(LC 3), 5=266(LC 7), 7=314(LC 8), 6=298(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-267/14, 4-5=-260/41 WEBS 2-7=-291/0, 3-6=-280/15 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) 8, 5, 6. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 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. July 22,2021 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 J21104088 Truss FE05 Truss Type Floor Supported Gable Qty 4 Ply 1 ONYX+EAST- UWC- BLDG D 2ND FLOOR Job Reference (optional) I47107437 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 14:19:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-QSi_qahGnYfbIuyhkS_mrDo9yi798PKoyu04TqyvphD Scale = 1:9.4 1 2 3 4 8 7 6 5 9 10 11 12 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 3-9-83-9-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-1-8,Edge], [8:Edge,0-1-8], [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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.23 0.06 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 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 3-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 3-9-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 8, 5, 6 Max Grav All reactions 250 lb or less at joint(s) except 8=276(LC 3), 5=259(LC 7), 7=313(LC 8), 6=304(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-267/14, 4-5=-258/27 WEBS 2-7=-290/0, 3-6=-284/4 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) 8, 5, 6. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 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. 8) CAUTION, Do not erect truss backwards. July 22,2021 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 J21104088 Truss FG01 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST- UWC- BLDG D 2ND FLOOR Job Reference (optional) I47107438 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 14:19:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-ufGM2wiuYsnRw2XtI9V?NRLD76HotgeyBYme0HyvphC Scale = 1:13.6 1 2 3 4 9 8 7 6 5 10 11 12 13 14 6x18 MT18HS 6x8 6x8 3x6 3x6 8x16 6x6 6x8 6x10 1-9-121-9-12 3-2-41-4-8 5-8-42-6-0 7-2-81-6-4 1-5-4 1-3-0 1-3-4 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [4:0-3-0,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 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.58 0.80 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 0.02 (loc) 7 7 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 68 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(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=0-5-8, 5=0-3-0 Max Grav 9=3109(LC 1), 5=3524(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-328/0, 4-5=-3493/0, 2-3=-4925/0, 3-4=-2712/0 BOT CHORD 8-9=0/4587, 7-8=0/4586, 6-7=0/5149 WEBS 2-9=-5462/0, 2-7=-37/430, 3-7=-296/130, 3-6=-3223/0, 4-6=0/3435 NOTES- 1) All plates are MT20 plates unless otherwise indicated. 2) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1121 lb down at 1-9-12, 1037 lb down at 2-0-0, 1037 lb down at 3-7-4, and 1037 lb down at 5-2-7, and 1057 lb down at 7-1-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-9=-13, 1-4=-180 Concentrated Loads (lb) Vert: 4=-1057(B) 2=-2158(F=-1121, B=-1037) 12=-1037(B) 13=-1037(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-9=-13, 1-4=-180 Concentrated Loads (lb) Vert: 4=-1057(B) 2=-2158(F=-1121, B=-1037) 12=-1037(B) 13=-1037(B) Continued on page 2 July 22,2021 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 J21104088 Truss FG01 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST- UWC- BLDG D 2ND FLOOR Job Reference (optional) I47107438 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 14:19:13 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-ufGM2wiuYsnRw2XtI9V?NRLD76HotgeyBYme0HyvphC LOAD CASE(S) Standard 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-9=-13, 1-4=-127 Concentrated Loads (lb) Vert: 4=-457(B) 1=-250 2=-1512(F=-1062, B=-450) 12=-450(B) 13=-450(B) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-9=-13, 1-4=-127 Concentrated Loads (lb) Vert: 4=-457(B) 2=-1512(F=-1062, B=-450) 10=-250 12=-450(B) 13=-450(B) 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-9=-13, 1-4=-127 Concentrated Loads (lb) Vert: 4=-457(B) 2=-1512(F=-1062, B=-450) 11=-250 12=-450(B) 13=-450(B) 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-9=-13, 1-4=-127 Concentrated Loads (lb) Vert: 4=-457(B) 2=-1512(F=-1062, B=-450) 12=-450(B) 13=-450(B) 14=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-9=-13, 1-4=-127 Concentrated Loads (lb) Vert: 4=-707(B=-457) 2=-1512(F=-1062, B=-450) 12=-450(B) 13=-450(B) 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-9=-13, 1-4=-127 Concentrated Loads (lb) Vert: 4=-457(B) 2=-1762(F=-1062, B=-450) 12=-450(B) 13=-450(B) 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-9=-13, 1-4=-127 Concentrated Loads (lb) Vert: 4=-457(B) 2=-1512(F=-1062, B=-450) 3=-250 12=-450(B) 13=-450(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 J21104088 Truss FG02 Truss Type Floor Girder Qty 4 Ply 1 ONYX+EAST- UWC- BLDG D 2ND FLOOR Job Reference (optional) I47107439 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 14:19:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-ufGM2wiuYsnRw2XtI9V?NRLEt6O9to0yBYme0HyvphC Scale = 1:9.4 1 2 3 4 8 7 6 5 9 10 11 123x4 3x6 2x4 3x6 2x4 3x4 3x4 2x4 2x4 3-9-83-9-8 1-3-0 0-6-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-1-8,Edge], [3:0-1-8,Edge], [4:0-1-8,Edge], [6:0-1-8,Edge], [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 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.54 0.33 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.01 (loc) 7-8 7 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 23 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=Mechanical, 5=0-5-8 Max Grav 8=1330(LC 7), 5=1289(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-616/0, 4-5=-599/0, 2-3=-986/0 BOT CHORD 7-8=0/986, 6-7=0/986, 5-6=0/986 WEBS 3-5=-1265/0, 2-8=-1289/0 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 2018 International Residential Code sections R502.11.1 and R802.10.2 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. LOAD CASE(S) 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-13, 1-4=-650 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-13, 1-4=-650 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-13, 1-3=-650, 3-4=-597 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-13, 1-2=-597, 2-4=-650 Continued on page 2 July 22,2021 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 J21104088 Truss FG02 Truss Type Floor Girder Qty 4 Ply 1 ONYX+EAST- UWC- BLDG D 2ND FLOOR Job Reference (optional) I47107439 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 14:19:13 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-ufGM2wiuYsnRw2XtI9V?NRLEt6O9to0yBYme0HyvphC LOAD CASE(S) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-13, 1-3=-650, 3-4=-597 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-13, 1-2=-597, 2-4=-650 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-13, 1-4=-597 Concentrated Loads (lb) Vert: 1=-250 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-13, 1-4=-597 Concentrated Loads (lb) Vert: 10=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-13, 1-4=-597 Concentrated Loads (lb) Vert: 11=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-13, 1-4=-597 Concentrated Loads (lb) Vert: 12=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-13, 1-4=-597 Concentrated Loads (lb) Vert: 4=-250 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-13, 1-4=-597 Concentrated Loads (lb) Vert: 2=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-13, 1-4=-597 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 J21104088 Truss FG03 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST- UWC- BLDG D 2ND FLOOR Job Reference (optional) I47107440 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 14:19:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-q1O6Tbk84T199LhGPaYTSsQdpvyRLcjFesFl49yvphA Scale = 1:34.1 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 6x6 3x6 FP 3x8 MT18HS FP 2x4 6x8 3x6 3x6 FP3x6 FP 4x6 3x6 3x6 3x6 6x6 6x6 5x6 5x6 4x6 6x6 3x6 4x6 3x6 6x6 6x16 5x6 6x8 6x8 5x6 10-6-010-6-0 11-4-80-10-8 12-3-00-10-8 16-1-83-10-8 18-9-02-7-8 20-2-81-5-8 1-3-0 1-9-0 1-0-0 1-2-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [14:0-3-0,Edge], [20:0-3-0,0-0-0], [21:0-3-0,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 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.38 0.85 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.39 0.05 (loc) 21 20-21 15 l/defl >999 >619 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 143 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* 18-26,15-24: 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, 15=0-3-8 Max Grav 26=1140(LC 1), 15=1832(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-262/30, 14-15=-1814/0, 2-3=-2370/0, 3-5=-4161/0, 5-6=-5450/0, 6-7=-5450/0, 7-8=-6293/0, 8-9=-6293/0, 9-11=-6265/0, 11-12=-5675/0, 12-13=-5690/0, 13-14=-2126/0 BOT CHORD 25-26=0/1393, 23-25=0/3386, 22-23=0/4891, 21-22=0/5917, 20-21=0/6293, 19-20=0/6293, 17-19=0/6131, 16-17=0/4057 WEBS 8-21=-289/11, 2-26=-1721/0, 2-25=0/1296, 3-25=-1346/0, 3-23=0/1025, 5-23=-967/0, 5-22=0/725, 7-22=-674/0, 7-21=0/806, 9-19=-241/334, 11-19=-91/269, 11-17=-582/0, 12-17=-1102/0, 13-17=0/2186, 13-16=-2571/0, 14-16=0/2737 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 2018 International Residential Code sections R502.11.1 and R802.10.2 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. 6) CAUTION, Do not erect truss backwards. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1150 lb down at 16-4-4 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: 15-26=-13, 1-14=-80 Concentrated Loads (lb) Vert: 12=-1115(B) July 22,2021 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 J21104088 Truss FG04 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST- UWC- BLDG D 2ND FLOOR Job Reference (optional) I47107441 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 14:19:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-IEyVgxknrn90nVGSzI3i?3zr2JQy48MOtW_Iccyvph9 Scale = 1:9.41234 7 6 5 8 9 10 4x6 3x6 4x6 3x6 3x6 3x4 3x6 3-6-03-6-0 0-9-0 1-4-01-4-0Plate Offsets (X,Y)-- [5: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 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.26 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 6 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 3-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=Mechanical, 5=Mechanical Max Grav 7=1168(LC 1), 5=1168(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-323/0, 4-5=-323/0, 2-3=-813/0 BOT CHORD 6-7=0/806, 5-6=0/806 WEBS 2-7=-1329/0, 3-5=-1329/0 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 691 lb down at 1-2-8, and 691 lb down at 2-6-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-13, 1-4=-280(F=-200) Concentrated Loads (lb) Vert: 2=-691(B) 3=-691(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-13, 1-4=-280(F=-200) Concentrated Loads (lb) Vert: 2=-691(B) 3=-691(B) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 July 22,2021 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 J21104088 Truss FG04 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST- UWC- BLDG D 2ND FLOOR Job Reference (optional) I47107441 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 14:19:16 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-IEyVgxknrn90nVGSzI3i?3zr2JQy48MOtW_Iccyvph9 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 5-7=-13, 1-4=-227(F=-200) Concentrated Loads (lb) Vert: 1=-250 2=-301(B) 3=-301(B) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-13, 1-4=-227(F=-200) Concentrated Loads (lb) Vert: 2=-301(B) 3=-301(B) 8=-250 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-13, 1-4=-227(F=-200) Concentrated Loads (lb) Vert: 2=-301(B) 3=-301(B) 9=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-13, 1-4=-227(F=-200) Concentrated Loads (lb) Vert: 2=-301(B) 3=-301(B) 10=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-13, 1-4=-227(F=-200) Concentrated Loads (lb) Vert: 4=-250 2=-301(B) 3=-301(B) 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-13, 1-4=-227(F=-200) Concentrated Loads (lb) Vert: 2=-551(B=-301) 3=-301(B) 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-13, 1-4=-227(F=-200) Concentrated Loads (lb) Vert: 2=-301(B) 3=-551(B=-301) 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 J21104088 Truss FG05 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST- UWC- BLDG D 2ND FLOOR Job Reference (optional) I47107442 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 14:19:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-jpddIznf7iXbez_1eQcPdibJmXNXHNrqZUDyDxyvph6 Scale = 1:40.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 33 34 35 36 37 38 39 40 41 42 43 44 45 46 6x6 3x6 FP 3x6 FP 2x4 3x6 3x6 3x6 FP3x6 FP 6x6 3x6 3x6 6x6 6x6 6x6 6x6 6x6 6x6 6x8 3x6 6x6 6x8 8x16 8x10 8x10 6x6 6x6 6x6 8x14 MT18HS 8x16 5x6 3x6 FP 8x8 8x16 10-6-010-6-0 12-3-01-9-0 13-7-81-4-8 20-0-126-5-4 21-3-01-2-4 22-6-01-3-0 24-0-01-6-0 1-3-0 1-9-0 1-0-0 1-2-4 1-0-12 0-9-0 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [9:0-1-8,Edge], [15:0-5-12,Edge], [26:0-3-0,0-0-0], [27:0-1-8,Edge], [33:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.38 0.59 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.22 0.02 (loc) 27-29 27-29 20 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 199 lb FT = 20%F, 11%E GRIP 197/144 244/190 LUMBER- TOP CHORD 2x4 SPF No.2(flat) *Except* 10-16,7-16: 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) *Except* 28-32,24-32: 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) *Except* 32-33,1-32,8-27,9-26,5-29,12-23,14-20,14-21: 2x4 SP No.3(flat) 16-17,15-17,15-18,15-19,14-19: 2x4 SP 2400F 2.0E(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)32=0-5-8, 17=0-5-8, 20=0-3-8 Max Uplift 17=-457(LC 3) Max Grav 32=830(LC 3), 17=142(LC 4), 20=5286(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-32=-262/32, 16-17=-316/0, 2-3=-1694/0, 3-4=-2767/0, 4-5=-3366/0, 5-6=-3366/0, 6-8=-3174/0, 8-9=-3174/0, 9-11=-2518/0, 11-12=-1323/0, 12-13=-1339/0, 13-14=0/3410, 14-15=0/3376 BOT CHORD 31-32=0/989, 30-31=0/2352, 29-30=0/3161, 27-29=0/3413, 26-27=0/3174, 25-26=0/3174, 23-25=0/1977, 21-23=-913/0, 20-21=-5902/0, 19-20=-5936/0, 18-19=-774/35, 17-18=-778/33 WEBS 9-26=0/253, 2-32=-1257/0, 2-31=0/932, 3-31=-871/0, 3-30=0/549, 4-30=-521/0, 4-29=-67/366, 6-27=-463/130, 15-17=-41/951, 13-21=-3334/0, 12-23=-1219/0, 11-23=-1005/0, 11-25=0/717, 9-25=-851/0, 15-19=-3695/0, 13-23=0/2814, 14-20=-4928/0, 14-21=0/3241, 14-19=0/3525 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=457. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1150 lb down at 16-4-4, and 1817 lb down at 22-2-12 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).Continued on page 2 July 22,2021 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 J21104088 Truss FG05 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST- UWC- BLDG D 2ND FLOOR Job Reference (optional) I47107442 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 14:19:19 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-jpddIznf7iXbez_1eQcPdibJmXNXHNrqZUDyDxyvph6 LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-80, 16-42=-160 Concentrated Loads (lb) Vert: 15=-1781(B) 12=-1115(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-80, 16-42=-160 Concentrated Loads (lb) Vert: 15=-1781(B) 12=-1115(F) 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-80, 14-42=-160, 14-16=-107 Concentrated Loads (lb) Vert: 15=-1817(B) 12=-1115(F) 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-27, 14-42=-107, 14-16=-160 Concentrated Loads (lb) Vert: 15=-1781(B) 12=-1150(F) 5) 3rd unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-80, 14-42=-160, 14-16=-107 Concentrated Loads (lb) Vert: 15=-1817(B) 12=-1115(F) 6) 4th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-27, 14-42=-107, 14-16=-160 Concentrated Loads (lb) Vert: 15=-1781(B) 12=-1150(F) 7) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-32=-13, 1-9=-80, 9-42=-27, 14-42=-107, 14-16=-160 Concentrated Loads (lb) Vert: 15=-1781(B) 12=-1150(F) 8) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-32=-13, 1-8=-27, 8-42=-80, 16-42=-160 Concentrated Loads (lb) Vert: 15=-1781(B) 12=-1115(F) 9) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-32=-13, 1-9=-80, 9-42=-27, 14-42=-107, 14-16=-160 Concentrated Loads (lb) Vert: 15=-1781(B) 12=-1150(F) 10) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-32=-13, 1-8=-27, 8-42=-80, 16-42=-160 Concentrated Loads (lb) Vert: 15=-1781(B) 12=-1115(F) 11) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-27, 16-42=-107 Concentrated Loads (lb) Vert: 1=-250 15=-897(B) 12=-674(F) 12) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-27, 16-42=-107 Concentrated Loads (lb) Vert: 15=-897(B) 12=-674(F) 34=-250 13) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-27, 16-42=-107 Concentrated Loads (lb) Vert: 15=-897(B) 12=-674(F) 35=-250 14) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-27, 16-42=-107 Concentrated Loads (lb) Vert: 15=-897(B) 12=-674(F) 36=-250 15) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-27, 16-42=-107 Concentrated Loads (lb) Vert: 15=-897(B) 12=-674(F) 37=-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 J21104088 Truss FG05 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST- UWC- BLDG D 2ND FLOOR Job Reference (optional) I47107442 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 14:19:19 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-jpddIznf7iXbez_1eQcPdibJmXNXHNrqZUDyDxyvph6 LOAD CASE(S) Standard 16) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-27, 16-42=-107 Concentrated Loads (lb) Vert: 15=-897(B) 12=-674(F) 38=-250 17) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-27, 16-42=-107 Concentrated Loads (lb) Vert: 7=-250 15=-897(B) 12=-674(F) 18) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-27, 16-42=-107 Concentrated Loads (lb) Vert: 15=-897(B) 12=-674(F) 39=-250 19) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-27, 16-42=-107 Concentrated Loads (lb) Vert: 15=-897(B) 12=-674(F) 40=-250 20) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-27, 16-42=-107 Concentrated Loads (lb) Vert: 15=-897(B) 12=-674(F) 41=-250 21) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-27, 16-42=-107 Concentrated Loads (lb) Vert: 15=-897(B) 12=-674(F) 43=-250 22) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-27, 16-42=-107 Concentrated Loads (lb) Vert: 15=-897(B) 12=-674(F) 44=-250 23) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-27, 16-42=-107 Concentrated Loads (lb) Vert: 15=-897(B) 12=-674(F) 45=-250 24) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-27, 16-42=-107 Concentrated Loads (lb) Vert: 15=-897(B) 12=-674(F) 46=-250 25) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-27, 16-42=-107 Concentrated Loads (lb) Vert: 16=-250 15=-897(B) 12=-674(F) 26) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-27, 16-42=-107 Concentrated Loads (lb) Vert: 1=-250 15=-897(B) 12=-674(F) 27) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-27, 16-42=-107 Concentrated Loads (lb) Vert: 1=-250 15=-897(B) 12=-674(F) 28) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-27, 16-42=-107 Concentrated Loads (lb) Vert: 2=-250 15=-897(B) 12=-674(F) 29) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-27, 16-42=-107 Concentrated Loads (lb) Vert: 3=-250 15=-897(B) 12=-674(F) 30) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-27, 16-42=-107 Concentrated Loads (lb) Vert: 4=-250 15=-897(B) 12=-674(F) Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104088 Truss FG05 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST- UWC- BLDG D 2ND FLOOR Job Reference (optional) I47107442 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 14:19:19 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-jpddIznf7iXbez_1eQcPdibJmXNXHNrqZUDyDxyvph6 LOAD CASE(S) Standard 31) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-27, 16-42=-107 Concentrated Loads (lb) Vert: 5=-250 15=-897(B) 12=-674(F) 32) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-27, 16-42=-107 Concentrated Loads (lb) Vert: 6=-250 15=-897(B) 12=-674(F) 33) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-27, 16-42=-107 Concentrated Loads (lb) Vert: 8=-250 15=-897(B) 12=-674(F) 34) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-27, 16-42=-107 Concentrated Loads (lb) Vert: 9=-250 15=-897(B) 12=-674(F) 35) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-27, 16-42=-107 Concentrated Loads (lb) Vert: 15=-897(B) 11=-250 12=-674(F) 36) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-27, 16-42=-107 Concentrated Loads (lb) Vert: 15=-897(B) 12=-924(F=-674) 37) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-27, 16-42=-107 Concentrated Loads (lb) Vert: 15=-897(B) 13=-250 12=-674(F) 38) 28th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-27, 16-42=-107 Concentrated Loads (lb) Vert: 15=-897(B) 12=-674(F) 14=-250 39) 29th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-32=-13, 1-42=-27, 16-42=-107 Concentrated Loads (lb) Vert: 15=-1147(B=-897) 12=-674(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 J21104088 Truss FG06 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST- UWC- BLDG D 2ND FLOOR Job Reference (optional) I47107443 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 14:19:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-B?B?WJoHu?gSG7ZDC87e9v8VDwot0xt_o8yVlNyvph5 Scale = 1:10.6 1 2 3 4 5 8 7 6 9 10 11 12 4x8 3x6 4x10 3x6 8x8 8x8 4x8 3x6 5-6-85-6-8 1-3-0 1-2-0 1-4-01-4-0Plate Offsets (X,Y)-- [6:Edge,0-1-8], [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 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.27 0.26 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.01 (loc) 7 7 6 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 42 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SPF 2100F 1.8E(flat) *Except* 1-8,5-6,3-7: 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=Mechanical, 6=Mechanical Max Grav 8=1835(LC 1), 6=1979(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-285/0, 5-6=-319/0, 2-3=-3020/0, 3-4=-3015/0 BOT CHORD 7-8=0/2135, 6-7=0/2219 WEBS 4-6=-2889/0, 2-8=-2782/0, 4-7=0/1058, 3-7=-1480/0, 2-7=0/1207 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 966 lb down at 1-11-4, and 966 lb down at 2-9-0, and 966 lb down at 4-1-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-8=-13, 1-5=-160 Concentrated Loads (lb) Vert: 4=-966(B) 3=-966(B) 10=-966(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-8=-13, 1-5=-160 Concentrated Loads (lb) Vert: 4=-966(B) 3=-966(B) 10=-966(B) Continued on page 2 July 22,2021 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 J21104088 Truss FG06 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST- UWC- BLDG D 2ND FLOOR Job Reference (optional) I47107443 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 14:19:20 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-B?B?WJoHu?gSG7ZDC87e9v8VDwot0xt_o8yVlNyvph5 LOAD CASE(S) Standard 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-13, 1-5=-107 Concentrated Loads (lb) Vert: 1=-250 4=-419(B) 3=-419(B) 10=-419(B) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-13, 1-5=-107 Concentrated Loads (lb) Vert: 4=-419(B) 3=-419(B) 9=-250 10=-419(B) 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-13, 1-5=-107 Concentrated Loads (lb) Vert: 4=-419(B) 3=-419(B) 10=-669(B=-419) 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-13, 1-5=-107 Concentrated Loads (lb) Vert: 4=-419(B) 3=-419(B) 10=-419(B) 11=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-13, 1-5=-107 Concentrated Loads (lb) Vert: 4=-419(B) 3=-419(B) 10=-419(B) 12=-250 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-13, 1-5=-107 Concentrated Loads (lb) Vert: 5=-250 4=-419(B) 3=-419(B) 10=-419(B) 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-13, 1-5=-107 Concentrated Loads (lb) Vert: 4=-419(B) 2=-250 3=-419(B) 10=-419(B) 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-13, 1-5=-107 Concentrated Loads (lb) Vert: 4=-419(B) 3=-669(B=-419) 10=-419(B) 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-13, 1-5=-107 Concentrated Loads (lb) Vert: 4=-669(B=-419) 3=-419(B) 10=-419(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 J21104088 Truss FG07 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST- UWC- BLDG D 2ND FLOOR Job Reference (optional) I47107444 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 14:19:21 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-fBlOjfovfJoJtG8Qmreti7gWWK_ulJy70oi3Ipyvph4 Scale = 1:40.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 6x8 3x8 MT18HS FP3x8 MT18HS FP 2x4 2x4 6x16 2x4 2x4 3x12 FP 4x6 2x4 3x6 3x4 4x8 6x6 4x6 5x6 3x6 6x6 2x4 4x6 6x16 6x6 4x6 4x6 3x4 5x6 2x4 3x4 4x6 6x6 3x8 MT18HS FP3x8 MT18HS FP 10-6-010-6-0 11-4-80-10-812-3-00-10-8 21-3-09-0-0 22-2-40-11-4 24-0-01-9-12 1-3-0 1-9-0 0-9-0 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,Edge], [15:0-1-8,Edge], [24:0-3-0,0-0-0], [25:0-3-0,Edge], [32:0-1-8,0-1-0], [33:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.94 0.91 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.43 -0.79 0.07 (loc) 23-24 23-24 16 l/defl >657 >362 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 144 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) *Except* 28-31,16-20: 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)31=0-5-8, 16=0-5-8 Max Grav 31=1240(LC 1), 16=3015(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-31=-260/35, 15-16=-324/0, 2-3=-2468/0, 3-4=-4391/0, 4-5=-5805/0, 5-6=-5805/0, 6-7=-6927/0, 7-8=-6927/0, 8-10=-7111/0, 10-11=-6818/0, 11-12=-6818/0, 12-13=-5990/0, 13-14=-4696/0 BOT CHORD 30-31=0/1438, 29-30=0/3544, 27-29=0/5176, 25-27=0/6413, 24-25=0/6927, 23-24=0/6927, 21-23=0/7090, 19-21=0/6500, 18-19=0/5416, 17-18=0/4002, 16-17=0/4003 WEBS 7-25=-276/0, 8-24=-485/47, 2-31=-1819/0, 2-30=0/1401, 3-30=-1460/0, 3-29=0/1148, 4-29=-1066/0, 4-27=0/835, 5-27=-259/57, 6-27=-863/0, 6-25=0/910, 14-16=-4915/0, 14-18=0/1028, 13-18=-1006/0, 13-19=0/765, 12-19=-692/0, 12-21=-3/444, 10-21=-455/3, 8-23=-153/573 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 2018 International Residential Code sections R502.11.1 and R802.10.2 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, 32, 33 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) 1961 lb down at 22-2-12 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: 16-31=-13, 1-14=-80, 14-15=-160 Continued on page 2 July 22,2021 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 J21104088 Truss FG07 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST- UWC- BLDG D 2ND FLOOR Job Reference (optional) I47107444 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 14:19:21 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-fBlOjfovfJoJtG8Qmreti7gWWK_ulJy70oi3Ipyvph4 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 14=-1926(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-31=-13, 1-14=-80, 14-15=-160 Concentrated Loads (lb) Vert: 14=-1926(F) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-31=-13, 1-8=-80, 8-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-1961(F) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-31=-13, 1-7=-27, 7-14=-80, 14-15=-160 Concentrated Loads (lb) Vert: 14=-1926(F) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-31=-13, 1-8=-80, 8-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-1961(F) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-31=-13, 1-7=-27, 7-14=-80, 14-15=-160 Concentrated Loads (lb) Vert: 14=-1926(F) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-31=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 1=-250 14=-959(F) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-31=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-959(F) 34=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-31=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-959(F) 35=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-31=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-959(F) 36=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-31=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-959(F) 37=-250 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-31=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-959(F) 38=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-31=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-959(F) 39=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-31=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-959(F) 40=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-31=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-959(F) 41=-250 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-31=-13, 1-14=-27, 14-15=-107 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 J21104088 Truss FG07 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST- UWC- BLDG D 2ND FLOOR Job Reference (optional) I47107444 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 14:19:21 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-fBlOjfovfJoJtG8Qmreti7gWWK_ulJy70oi3Ipyvph4 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 14=-959(F) 42=-250 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-31=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-959(F) 43=-250 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-31=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-959(F) 44=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-31=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-959(F) 45=-250 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-31=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-959(F) 46=-250 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-31=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 15=-250 14=-959(F) 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-31=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 2=-250 14=-959(F) 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-31=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 3=-250 14=-959(F) 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-31=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 4=-250 14=-959(F) 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-31=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 5=-250 14=-959(F) 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-31=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 6=-250 14=-959(F) 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-31=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 7=-250 14=-959(F) 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-31=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 8=-250 14=-959(F) 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-31=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-959(F) 10=-250 30) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-31=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-959(F) 11=-250 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-31=-13, 1-14=-27, 14-15=-107 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104088 Truss FG07 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST- UWC- BLDG D 2ND FLOOR Job Reference (optional) I47107444 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 14:19:21 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-fBlOjfovfJoJtG8Qmreti7gWWK_ulJy70oi3Ipyvph4 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 14=-959(F) 12=-250 32) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-31=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-959(F) 13=-250 33) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-31=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-1209(F=-959) 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 J21104088 Truss FG08 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST- UWC- BLDG D 2ND FLOOR Job Reference (optional) I47107445 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 14:19:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-bat88KqABw217aIotGhLnYmva8faDE7QU6BAMiyvph2 Scale = 1:40.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 3x16 MT18HS FP 2x4 4x8 2x4 2x4 2x4 3x8 FP 3x4 2x4 2x4 3x4 4x6 4x6 5x12 4x6 3x4 3x6 2x4 3x4 4x8 4x6 4x6 4x6 4x6 3x6 4x10 4x6 3x4 3x6 3x6 3-7-2 15-7-14 2-9-0 2-9-0 3-7-2 0-10-2 5-3-0 1-7-14 10-4-8 5-1-8 10-6-0 0-1-8 11-4-8 0-10-8 12-3-0 0-10-8 13-7-8 1-4-8 15-7-14 2-0-6 18-9-0 3-1-2 21-3-0 2-6-0 24-0-0 2-9-0 1-3-0 0-7-2 1-4-14 1-9-0 0-6-6 1-7-2 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,Edge], [15:0-1-8,Edge], [16:Edge,0-1-8], [21:0-1-8,0-0-0], [22:0-1-8,Edge], [28:Edge,0-1-8], [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 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.71 0.90 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.42 -0.73 0.11 (loc) 21 21 16 l/defl >678 >389 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 119 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 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 16-17. REACTIONS. (size)28=0-5-8, 16=0-5-8 Max Uplift 28=-126(LC 8) Max Grav 28=1103(LC 1), 16=1103(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-28=-264/23, 15-16=-261/35, 2-3=-2135/378, 3-4=-3650/415, 4-5=-4755/116, 5-6=-4755/116, 6-7=-5402/60, 7-8=-5402/60, 8-10=-5302/270, 10-11=-4914/594, 11-12=-4914/586, 12-13=-3663/271, 13-14=-2120/19 BOT CHORD 27-28=-174/1192, 26-27=-550/2759, 25-26=-550/2759, 24-25=-339/4293, 22-24=-67/5116, 21-22=-60/5402, 20-21=-60/5402, 19-20=-461/5148, 18-19=-487/4287, 17-18=-93/2999, 16-17=0/1203 WEBS 7-22=-275/47, 2-28=-1584/232, 2-27=-348/1312, 3-27=-1076/336, 3-25=0/1107, 4-25=-894/0, 4-24=0/629, 5-24=-256/71, 6-24=-513/0, 6-22=-80/645, 14-16=-1600/0, 14-17=-48/1275, 13-17=-1223/102, 13-18=-248/923, 12-18=-868/300, 12-19=-374/752, 10-19=-519/0, 10-20=-57/376, 8-20=-428/183, 11-19=-231/453 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 28=126. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Load case(s) 7, 8 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 500 lb up at 16-5-6, 500 lb up at 4-4-10, and 500 lb up at 15-7-14, and 500 lb up at 3-7-2 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 Except: Continued on page 2 July 22,2021 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 J21104088 Truss FG08 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST- UWC- BLDG D 2ND FLOOR Job Reference (optional) I47107445 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 14:19:23 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-bat88KqABw217aIotGhLnYmva8faDE7QU6BAMiyvph2 LOAD CASE(S) Standard Except: 7) User defined: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-28=-13(F), 1-15=-27(F) Concentrated Loads (lb) Vert: 33=500(F) 41=500(F) 8) User defined: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-28=-13(F), 1-15=-27(F) Concentrated Loads (lb) Vert: 3=500(F) 11=500(F) 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