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HomeMy WebLinkAboutBldg H - 2nd Floor Truss Sealed16023 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). June 12,2020 Liu, Xuegang Pages or sheets covered by this seal: I41630374 thru I41630413 My license renewal date for the state of Indiana is July 31, 2020. J20002361 ONYX+EAST- UWC- BLDG H 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss F01 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630374 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:51:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-GA6lrR4mxxa2tEZmWFEnHQX8KO4z?6YOV7lSOFz7K2m 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 3x8 MT18HS FP 2x4 3x6 2x4 2x4 2x4 3x6 FP 3x4 2x4 2x4 4x6 4x8 3x4 4x6 4x6 3x4 3x4 3x4 3x6 2x4 3x4 4x6 4x6 3x6 3x4 3x4 3x4 3x4 3x4 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], [21:0-1-8,0-0-0], [22:0-1-8,Edge], [28:0-1-8,0-1-0], [29:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES 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) 22-24 22-24 19 l/defl >878 >504 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 115 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) *Except* 9-15: 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) *Except* 16-23: 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20,18-19,17-18. REACTIONS. (size)27=0-5-8, 19=0-5-8, 16=0-5-8 Max Grav 27=830(LC 3), 19=1564(LC 1), 16=361(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-263/33, 15-16=-262/34, 2-3=-1478/0, 3-4=-2292/0, 4-5=-2608/0, 5-6=-2608/0, 6-7=-1903/0, 7-8=-1903/0, 8-10=-880/0, 10-11=0/960, 11-12=0/960, 12-13=-214/362, 13-14=-409/50 BOT CHORD 26-27=0/885, 25-26=0/2016, 24-25=0/2558, 22-24=0/2461, 21-22=0/1903, 20-21=0/1903, 18-19=-591/0, 17-18=-161/444, 16-17=0/325 WEBS 7-22=0/281, 8-21=0/464, 11-19=-304/20, 2-27=-1176/0, 2-26=0/824, 3-26=-749/0, 3-25=0/384, 4-25=-370/0, 6-24=-66/318, 6-22=-814/0, 8-20=-1409/0, 10-20=0/1097, 10-19=-1282/0, 14-16=-430/0, 13-18=-432/0, 12-18=0/469, 12-19=-717/0 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. June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss F01A Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630375 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:51:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-CZEVG750TYql6Yi9egGFMrdUDClbT1khyQEZS7z7K2k 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 4x6 2x4 3x4 3x6 FP 3x4 2x4 2x4 4x6 4x6 4x6 3x4 3x4 3x4 3x6 2x4 3x4 4x6 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], [12:Edge,0-1-8], [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=-263/33, 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. June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss F02 Truss Type FLOOR Qty 8 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630376 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:51:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-hlouUT6eEsyckiHLBNnUv39aBc5oCR8rB4_6?az7K2j 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. June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss F03 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630377 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:51:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-9xLGhp7H?94TLssXl5IjRGil?0RCxtZ_QkjgX0z7K2i 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 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 18-9-02-7-8 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], [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 0.84 0.71 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: 93 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=1117(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=-1107/0, 2-3=-2086/0, 3-4=-3487/0, 4-5=-4374/0, 5-6=-4374/0, 6-7=-4511/0, 7-8=-4511/0, 8-10=-4002/0, 10-11=-2896/0, 11-12=-2896/0, 12-13=-1109/0 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=0/3560, 15-16=0/2117 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=-902/0, 11-16=-257/80, 12-16=0/1058, 12-15=-1402/0, 13-15=0/1496 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. June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss F04 Truss Type Floor Qty 4 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630378 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:51:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-d8vev98vmTCKz0RjJoqy_UFzrPnbgPm7eOTD3Sz7K2h 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 4x6 4x6 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: 75 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. June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss F05 Truss Type Floor Qty 6 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630379 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:51:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-ZW1OJq99I4S2CJb6QDsQ3vKIFDWz8HvQ6iyK8Lz7K2f 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 4x6 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: 102 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. June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss F06 Truss Type Floor Qty 6 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630380 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:51:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-1jbnXAAn3OavqTAI_xNfc6tXmdqXtjBaKMhtgnz7K2e 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 3x6 3x6 2x4 3x4 4x8 4x6 4x6 4x6 4x6 3x6 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: 109 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. June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss F07 Truss Type Floor Qty 10 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630381 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:51:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-_5jXysC1a?rd3nJh6LP7hXys1QThLdTsogA_lgz7K2c 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 37 38 39 40 41 42 43 44 45 46 47 48 49 3x16 MT18HS FP 2x4 4x8 2x4 2x4 2x4 3x8 FP 3x4 2x4 2x4 3x4 4x6 4x6 4x6 5x6 3x6 3x6 2x4 3x4 4x8 4x6 4x6 4x6 4x6 4x6 4x6 3x4 3x4 3x4 3x4 2x4 5x6 2x4 2x4 4-4-10 16-5-6 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 1-3-4 0-5-12 0-6-0 1-9-0 1-2-8 0-5-12 0-8-4 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], [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 0.61 0.90 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.43 -0.76 0.11 (loc) 24 24 18 l/defl >657 >376 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=-93(LC 11) 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=-267/28, 17-18=-261/34, 2-3=-2121/316, 3-4=-3186/560, 4-5=-3636/470, 5-6=-4753/132, 6-7=-4753/132, 7-8=-5400/60, 8-9=-5400/60, 9-11=-5320/218, 11-12=-4671/601, 12-13=-4671/601, 13-14=-4671/601, 14-15=-3645/260, 15-16=-2124/22 BOT CHORD 31-32=-127/1183, 30-31=-560/3186, 29-30=-560/3186, 28-29=-560/3186, 27-28=-275/4297, 25-27=-63/5115, 24-25=-60/5400, 23-24=-60/5400, 22-23=-376/5141, 21-22=-601/4671, 20-21=-443/4300, 19-20=-105/2998, 18-19=0/1204 WEBS 8-25=-272/49, 2-32=-1571/170, 2-31=-263/1304, 3-31=-1438/330, 5-28=-947/0, 5-27=0/641, 7-27=-521/0, 7-25=-82/644, 16-18=-1600/0, 16-19=-58/1280, 15-19=-1215/115, 15-20=-215/900, 14-20=-911/255, 14-21=-300/811, 11-22=-732/0, 11-23=-28/407, 9-23=-401/203, 3-30=-16/561, 4-29=-777/39, 4-28=0/1122, 13-21=-464/271, 12-22=0/331 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) 32. 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 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, and 500 lb up at 4-4-10 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 June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss F07 Truss Type Floor Qty 10 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630381 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:51:51 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-_5jXysC1a?rd3nJh6LP7hXys1QThLdTsogA_lgz7K2c 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: 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss F08 Truss Type Floor Qty 2 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630382 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:51:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-SIGv9CCgLJzUhxutf3wMDlV4pq1b4DN01KwXH6z7K2b Scale = 1:9.512 4 3 5 6 3x4 2x4 3x4 3x4 3x6 1-10-01-10-0 1-4-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [5:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.42 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 4 3-4 3 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 13 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-5-8, 3=Mechanical Max Grav 4=276(LC 3), 3=288(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-264/0, 2-3=-274/0 NOTES-(6-7) 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) 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. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss F09 Truss Type Floor Qty 2 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630383 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:51:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-SIGv9CCgLJzUhxutf3wMDlV11qxk4BV01KwXH6z7K2b Scale = 1:15.1 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 173x4 3x6 2x4 3x6 2x4 3x4 3x4 3x4 3x4 3x4 2x4 2x4 5-5-05-5-0 8-2-02-9-0 1-3-0 1-2-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [3:0-1-8,Edge], [4:0-1-8,Edge], [6:0-1-8,Edge], [9:0-1-8,Edge], [10:0-1-8,Edge], [12:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.40 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.05 0.01 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 40 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=Mechanical, 7=0-5-8 Max Grav 11=443(LC 1), 7=437(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-269/3, 6-7=-258/46, 2-3=-707/0, 3-4=-707/0, 4-5=-618/0 BOT CHORD 10-11=0/427, 9-10=0/707, 8-9=0/707, 7-8=0/454 WEBS 5-7=-602/0, 2-11=-569/0, 5-8=0/282, 2-10=0/437 NOTES-(7-8) 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. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss F10 Truss Type Floor Qty 4 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630384 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:51:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-wUqHNYDI6d5LJ4T4DmSbmy1D6EKGpe69F_f5pYz7K2a Scale = 1:10.8 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 3x6 3x4 3x6 3x6 4x6 3x4 3x4 3x4 2x4 2x4 3x6 1-0-01-0-0 1-1-80-1-8 5-1-03-11-8 0-7-8 1-3-0 0-10-0 0-3-0 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [3:0-1-8,Edge], [4:0-1-8,Edge], [7:0-1-8,Edge], [8:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.57 0.26 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 6-7 6-7 9 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 31 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 9=0-5-8 Max Uplift 6=-57(LC 16) Max Grav 6=247(LC 11), 9=1038(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-294/0, 1-10=0/466, 1-2=0/544, 2-3=0/544 WEBS 2-9=-272/4, 3-9=-574/0, 1-9=-881/0 NOTES-(9-10) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 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 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-10=-20, 1-5=-120 Concentrated Loads (lb) Vert: 10=-450 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-10=-20, 1-5=-120 Continued on page 2 June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss F10 Truss Type Floor Qty 4 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630384 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:51:53 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-wUqHNYDI6d5LJ4T4DmSbmy1D6EKGpe69F_f5pYz7K2a LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-450 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-10=-20, 1-2=-40, 2-5=-120 Concentrated Loads (lb) Vert: 10=-450 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-10=-20, 1-2=-120, 2-5=-40 Concentrated Loads (lb) Vert: 10=-450 5) 3rd unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-10=-20, 1-2=-40, 2-5=-120 Concentrated Loads (lb) Vert: 10=-450 6) 4th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-10=-20, 1-2=-120, 2-5=-40 Concentrated Loads (lb) Vert: 10=-450 7) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-10=-20, 1-2=-120, 2-3=-40, 3-5=-120 Concentrated Loads (lb) Vert: 10=-450 8) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-10=-20, 1-2=-40, 2-4=-120, 4-5=-40 Concentrated Loads (lb) Vert: 10=-450 9) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-10=-20, 1-2=-120, 2-3=-40, 3-5=-120 Concentrated Loads (lb) Vert: 10=-450 10) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-10=-20, 1-2=-40, 2-4=-120, 4-5=-40 Concentrated Loads (lb) Vert: 10=-450 11) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-10=-20, 1-5=-40 Concentrated Loads (lb) Vert: 10=-450 5=-250 12) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-10=-20, 1-5=-40 Concentrated Loads (lb) Vert: 10=-450 15=-250 13) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-10=-20, 1-5=-40 Concentrated Loads (lb) Vert: 10=-450 14=-250 14) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-10=-20, 1-5=-40 Concentrated Loads (lb) Vert: 10=-450 13=-250 15) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-10=-20, 1-5=-40 Concentrated Loads (lb) Vert: 10=-450 12=-250 16) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-10=-20, 1-5=-40 Concentrated Loads (lb) Vert: 10=-450 1=-250 17) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-10=-20, 1-5=-40 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss F10 Truss Type Floor Qty 4 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630384 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:51:53 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-wUqHNYDI6d5LJ4T4DmSbmy1D6EKGpe69F_f5pYz7K2a LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-450 4=-250 18) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-10=-20, 1-5=-40 Concentrated Loads (lb) Vert: 10=-450 3=-250 19) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-10=-20, 1-5=-40 Concentrated Loads (lb) Vert: 10=-450 2=-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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss F11 Truss Type Floor Qty 2 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630385 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:51:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-OgOgauEwtwDBwE2GnUzqJAaLreXKY?sJUePeL?z7K2Z Scale = 1:26.4 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 27 3x4 2x4 4x6 2x4 4x6 4x6 3x4 3x6 2x4 3x4 3x4 3x4 2x4 2x4 3x4 3x6 4x6 4x6 4x6 15-11-015-11-0 1-3-0 1-6-0 1-0-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [7:0-1-8,Edge], [13:0-1-8,0-0-0], [14:0-1-8,Edge], [19:0-1-8,0-1-0] 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 0.77 0.78 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.28 0.04 (loc) 14-15 14-15 10 l/defl >999 >682 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 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=Mechanical, 18=0-5-8 Max Grav 10=877(LC 1), 18=871(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-261/31, 9-10=-878/0, 2-3=-1563/0, 3-4=-2503/0, 4-5=-2503/0, 5-6=-2807/0, 6-7=-2639/0, 7-8=-2011/0, 8-9=-754/0 BOT CHORD 17-18=0/934, 16-17=0/2140, 15-16=0/2808, 14-15=0/2639, 13-14=0/2639, 12-13=0/2639, 11-12=0/1507 WEBS 2-18=-1241/0, 2-17=0/874, 3-17=-803/0, 3-16=0/494, 5-16=-471/0, 6-15=-81/359, 6-14=-315/27, 7-13=0/356, 7-12=-880/0, 8-12=0/702, 8-11=-1047/0, 9-11=0/1085 NOTES-(7-8) 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. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss F12 Truss Type Floor Qty 2 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630386 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:51:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-sty2nDFYeEL2YOdSLBU3rN7VX1uoHR?SjI8BuRz7K2Y Scale = 1:26.8 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 25 26 27 28 29 30 31 3x6 FP 2x4 4x6 2x4 3x6 2x4 4x6 4x6 4x6 3x4 3x6 2x4 3x4 3x4 3x4 2x4 2x4 3x4 3x6 3x6 2x4 4x8 16-2-816-2-8 1-3-0 1-6-0 1-2-8 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [7:0-1-8,Edge], [10:0-1-8,Edge], [14:0-1-8,0-0-0], [15:0-1-8,Edge], [21:0-1-8,0-1-0], [22:0-1-8,0-1-0] 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 0.77 0.76 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.28 0.04 (loc) 15-16 15-16 11 l/defl >999 >675 n/a L/d 480 360 n/a PLATES MT20 Weight: 76 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* 11-18: 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)20=0-5-8, 11=0-3-8 Max Grav 20=887(LC 1), 11=887(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-262/31, 10-11=-884/0, 2-3=-1598/0, 3-4=-2574/0, 4-5=-2574/0, 5-6=-2911/0, 6-7=-2775/0, 7-8=-2166/0, 8-9=-959/0, 9-10=-959/0 BOT CHORD 19-20=0/953, 17-19=0/2192, 16-17=0/2893, 15-16=0/2775, 14-15=0/2775, 13-14=0/2775, 12-13=0/1664 WEBS 2-20=-1266/0, 2-19=0/897, 3-19=-826/0, 3-17=0/519, 5-17=-482/0, 6-16=-107/331, 6-15=-299/36, 7-14=0/339, 7-13=-860/0, 8-13=0/698, 8-12=-958/0, 9-12=-288/37, 10-12=0/1233 NOTES-(5-6) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss F13 Truss Type FLOOR Qty 1 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630387 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:51:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-K3WQ?ZFAPYTvAYCeuv?IObfl9RNG0?1cxyulQtz7K2X Scale = 1:9.4 1 2 3 4 8 7 6 5 9 10 11 123x4 3x6 2x4 3x6 2x4 3x4 3x4 2x4 2x4 3-11-123-11-12 1-3-0 0-8-12 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], [6:0-1-8,0-0-0], [7:0-1-8,Edge], [9:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.46 0.17 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 7-8 7-8 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 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 3-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=Mechanical, 5=0-3-8 Max Grav 8=489(LC 7), 5=477(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-319/0, 4-5=-316/0, 2-3=-347/0 BOT CHORD 7-8=0/347, 6-7=0/347, 5-6=0/347 WEBS 3-5=-449/0, 2-8=-453/0 NOTES-(8-9) 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. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-176 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-176 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-3=-176, 3-4=-112 Continued on page 2 June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss F13 Truss Type FLOOR Qty 1 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630387 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:51:56 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-K3WQ?ZFAPYTvAYCeuv?IObfl9RNG0?1cxyulQtz7K2X LOAD CASE(S) Standard 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-2=-112, 2-4=-176 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-3=-176, 3-4=-112 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-2=-112, 2-4=-176 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-112 Concentrated Loads (lb) Vert: 1=-250 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-112 Concentrated Loads (lb) Vert: 10=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-112 Concentrated Loads (lb) Vert: 11=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-112 Concentrated Loads (lb) Vert: 12=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-112 Concentrated Loads (lb) Vert: 4=-250 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-112 Concentrated Loads (lb) Vert: 2=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-112 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss F14 Truss Type FLOOR Qty 1 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630388 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:51:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-oF4oCvGoArbmninrScWXwoCwWrdxlPclAcdIyJz7K2W Scale = 1:17.9 1 2 3 4 5 6 7 13 12 11 10 9 8 1415 16 17 18 19 20 21 3x4 3x6 5x6 5x6 3x4 3x4 2x4 3x4 2x4 3x4 3x4 2x4 4x6 3x6 9-7-49-7-4 1-2-4 1-3-0 1-2-0 1-4-00-5-81-4-0Plate Offsets (X,Y)-- [1:0-0-0,0-0-12], [4:0-1-8,Edge], [5:0-1-8,0-0-0], [9:0-1-8,Edge], [10:0-1-8,Edge], [13:Edge,0-1-8], [15:0-3-12,0-0-0] 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 0.48 0.46 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.09 0.01 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 49 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) 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 10-0-0 oc bracing. REACTIONS. (size)8=Mechanical, 15=0-3-0 Max Grav 8=520(LC 1), 15=506(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-14=0/491, 1-14=0/491, 7-8=-272/0, 2-3=-844/0, 3-4=-909/0, 4-5=-909/0, 5-6=-909/0 BOT CHORD 12-13=0/570, 11-12=0/571, 10-11=0/1005, 9-10=0/909, 8-9=0/512 WEBS 6-8=-681/0, 6-9=0/551, 5-9=-283/0, 3-10=-279/115, 3-11=-258/0, 2-11=0/392, 2-13=-706/0, 1-15=-514/0 NOTES-(8-9) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss F15 Truss Type Floor Qty 6 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630389 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:51:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-GReAQFHQx9jdPsM10K1mT0k03Fu?Uo_uPGNsUmz7K2V 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 2x4 2x4 3x6 FP 4x8 4x6 4x6 4x6 4x6 4x6 4x6 4x6 2x4 4x6 2x4 3x4 3x4 3x4 3x4 3x4 3x4 2x4 2x4 2-9-02-9-0 7-10-85-1-8 12-1-84-3-0 17-3-05-1-8 20-0-02-9-0 1-3-0 1-6-0 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [7:0-1-8,Edge], [13:0-1-8,Edge], [14:Edge,0-1-8], [18:0-1-8,0-0-0], [19:0-1-8,Edge], [24:Edge,0-1-8], [25:0-1-8,0-1-0], [26:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.82 0.80 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.47 0.08 (loc) 18-19 18-19 14 l/defl >879 >501 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 or 4-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)24=0-5-8, 14=0-5-8 Max Grav 24=1099(LC 1), 14=1099(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-262/31, 13-14=-262/31, 2-3=-2056/0, 3-4=-3489/0, 4-5=-3489/0, 5-6=-4266/0, 6-7=-4503/0, 7-8=-4266/0, 8-10=-3489/0, 10-11=-3489/0, 11-12=-2056/0 BOT CHORD 23-24=0/1193, 21-23=0/2871, 20-21=0/4008, 19-20=0/4503, 18-19=0/4503, 17-18=0/4503, 16-17=0/4008, 15-16=0/2871, 14-15=0/1193 WEBS 12-14=-1586/0, 2-24=-1586/0, 12-15=0/1200, 2-23=0/1201, 11-15=-1134/0, 3-23=-1133/0, 11-16=0/840, 10-16=-253/74, 3-21=0/840, 4-21=-254/74, 8-16=-704/0, 5-21=-704/0, 8-17=0/460, 5-20=0/460, 7-17=-538/68, 6-20=-538/68 NOTES-(6-7) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss F16 Truss Type Floor Qty 4 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630390 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-DqlxrxJhTmzLe9VQ7k4EYRqL02b1yfiBsasyZez7K2T Scale = 1:33.2 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 3x8 MT18HS FP 2x4 4x8 2x4 2x4 2x4 3x6 FP 5x6 2x4 2x4 4x6 2x4 3x4 2x4 3x4 3x6 2x4 2x4 4x6 5x8 3x4 3x4 2x4 4x8 3x4 3x6 4x8 4x6 4x8 2x4 2-11-02-11-0 3-5-80-6-8 9-3-05-9-8 10-9-01-6-0 14-11-84-2-8 15-6-00-6-8 20-0-04-6-0 1-3-0 1-3-8 0-6-8 1-8-0 1-6-0 1-5-8 0-6-8 1-6-0 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [3:0-1-8,Edge], [4:0-1-8,Edge], [7:0-1-8,Edge], [8:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge], [15:0-1-8,Edge], [16:Edge,0-1-8], [18:0-1-8,0-0-0], [19:0-1-8,Edge], [21:0-1-8,0-0-0], [22:0-1-8,Edge], [26:0-1-8,0-0-0], [27:0-1-8,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 1-7-3 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.85 0.76 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.53 0.08 (loc) 22 21-22 16 l/defl >777 >444 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 94 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)28=0-5-8, 16=0-5-8 Max Grav 28=1099(LC 1), 16=1099(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-28=-278/0, 15-16=-266/3, 2-3=-2361/0, 3-4=-2361/0, 4-5=-3555/0, 5-6=-3555/0, 6-7=-4256/0, 7-8=-4500/0, 8-9=-4297/0, 9-11=-3254/0, 11-12=-3254/0, 12-13=-2101/0, 13-14=-2101/0 BOT CHORD 27-28=0/1188, 26-27=0/2361, 24-26=0/2361, 23-24=0/4009, 22-23=0/4500, 21-22=0/4500, 20-21=0/4500, 19-20=0/4003, 18-19=0/3254, 17-18=0/3254, 16-17=0/1168 WEBS 3-27=-596/0, 4-26=-477/0, 11-19=0/318, 12-18=0/396, 2-28=-1576/0, 2-27=0/1573, 7-23=-545/61, 6-23=0/448, 6-24=-630/0, 5-24=-355/0, 4-24=0/1470, 8-20=-502/101, 9-20=0/499, 9-19=-1014/0, 14-16=-1552/0, 14-17=0/1267, 13-17=-254/62, 12-17=-1437/0 NOTES-(6-7) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FE01 Truss Type Floor Supported Gable Qty 2 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630391 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-h0JJ2HJJE45CGJ4chSbT5eMf?S6xhHpL5EbW55z7K2S Scale = 1:26.6 1 2 3 4 5 6 7 8 9 10 11 12 13 27 26 25 24 23 22 21 20 19 18 17 16 15 14 28 29 30 31 32 33 34 35 36 37 38 39 40 3x4 3x6 FP 2x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-0-816-0-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [26:0-1-8,Edge], [28:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.26 0.01 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 63 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 26-27. REACTIONS.All bearings 16-0-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 27 Max Grav All reactions 250 lb or less at joint(s) except 27=258(LC 3), 14=273(LC 16), 26=316(LC 19), 25=311(LC 20), 23=312(LC 21), 22=311(LC 22), 21=311(LC 23), 20=311(LC 24), 19=311(LC 25), 18=311(LC 26), 17=312(LC 27), 16=310(LC 28), 15=318(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-250/8, 13-14=-265/5 WEBS 2-26=-292/0, 3-25=-290/0, 4-23=-290/0, 5-22=-290/0, 6-21=-290/0, 7-20=-290/0, 8-19=-290/0, 9-18=-290/0, 10-17=-290/0, 11-16=-289/0, 12-15=-294/0 NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27. 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. June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FE02 Truss Type Floor Supported Gable Qty 2 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630392 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-9DthFdKx?OD3uTfoF96idsvrAsSWQk3UKuL3dXz7K2R Scale = 1:10.112345 10 9 8 7 6 11 12 13 14 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 5-3-05-3-01-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [6:Edge,0-1-8], [10:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.23 0.05 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: 23 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 5-3-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 6 Max Grav All reactions 250 lb or less at joint(s) except 10=277(LC 3), 6=275(LC 8), 9=309(LC 9), 8=313(LC 10), 7=306(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-268/11, 5-6=-266/15 WEBS 2-9=-288/0, 3-8=-291/0, 4-7=-286/0 NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 5) This truss is designed in accordance with the 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. June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FE03 Truss Type Floor Supported Gable Qty 2 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630393 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-5b?SgIMBW?Tn7npBMa8AjH_Bdg7eueZnnCqAiQz7K2P Scale = 1:40.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 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 2x4 2x4 24-0-024-0-0 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [20:0-1-8,Edge], [39:0-1-8,Edge], [41:0-1-8,0-1-0], [42:0-1-8,0-1-0] 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) - - 21 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 90 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) 21 Max Grav All reactions 250 lb or less at joint(s) except 40=258(LC 3), 21=271(LC 22), 39=315(LC 25), 38=311(LC 26), 37=312(LC 27), 36=311(LC 28), 35=311(LC 29), 34=311(LC 30), 33=311(LC 31), 31=311(LC 32), 30=311(LC 33), 29=311(LC 34), 28=311(LC 35), 27=311(LC 36), 26=311(LC 37), 25=311(LC 38), 24=312(LC 39), 23=311(LC 40), 22=315(LC 41) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-40=-251/8, 20-21=-264/9 WEBS 2-39=-292/0, 3-38=-290/0, 4-37=-290/0, 5-36=-290/0, 6-35=-290/0, 7-34=-290/0, 8-33=-290/0, 9-31=-290/0, 10-30=-290/0, 11-29=-290/0, 13-28=-290/0, 14-27=-290/0, 15-26=-290/0, 16-25=-290/0, 17-24=-290/0, 18-23=-290/0, 19-22=-292/0 NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21. 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. June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FE04 Truss Type Floor Supported Gable Qty 2 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630394 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-ZoZqueMpHJbelwONwIfPFUXLX3TDd5pw0sZjEsz7K2O 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. June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FE05 Truss Type Floor Supported Gable Qty 2 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630395 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-1_7C5_NS2cjVN4zZU?Aeoi4WETpSMY34FVJHmIz7K2N 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 0.05 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 3-9-8 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=303(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=-258/28 WEBS 2-7=-290/0, 3-6=-284/5 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. June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FE06 Truss Type GABLE Qty 1 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630396 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-1_7C5_NS2cjVN4zZU?Aeoi4WUTpMMY44FVJHmIz7K2N Scale = 1:9.5123 6 5 4 7 8 3x4 3x4 3x4 3x4 2x4 2x4 1-4-01-4-0 2-7-81-3-81-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [6:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.21 0.06 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 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 2-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=2-7-8, 4=2-7-8, 5=2-7-8 Max Grav 6=278(LC 3), 4=277(LC 6), 5=303(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-268/0, 3-4=-267/0 WEBS 2-5=-284/0 NOTES-(7-8) 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. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FE07 Truss Type GABLE Qty 1 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630397 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-_NEyWgPiaE_CcO7ybQD6t79scHVaqSUNipoNrBz7K2L Scale = 1:33.2 1 2 34 5 6 7 8 9 10 11 12 13 14 15 1617 18 19 20 21 42 41 40 3938 37 36 35 34 33 32 31 30 29 28 2726 25 24 23 22 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 3x4 3x6 FP 2x4 3x4 3x4 2x4 3x4 3x6 FP 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 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 3x4 2x4 1-4-0 1-4-0 2-8-0 1-4-0 2-11-0 0-3-0 3-5-8 0-6-8 4-0-0 0-6-8 5-4-0 1-4-0 6-8-0 1-4-0 8-0-0 1-4-0 9-4-0 1-4-0 10-8-0 1-4-0 12-0-0 1-4-0 13-4-0 1-4-0 14-8-0 1-4-0 14-11-8 0-3-8 15-6-0 0-6-8 16-0-0 0-6-0 17-4-0 1-4-0 18-8-0 1-4-0 20-0-0 1-4-0 1-0-4 1-6-4 0-6-8 11-3-0 0-6-8 3-1-4 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [21:0-1-8,Edge], [23:0-1-8,Edge], [41:0-1-8,Edge], [43:0-1-8,0-1-0], [44:0-1-8,0-1-0] 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 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 23 23 23 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 84 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 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 20-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 22, 38, 26, 40, 28 except 39=-112(LC 5), 27=-115(LC 16) Max Grav All reactions 250 lb or less at joint(s) 22, 39, 38, 27, 26 except 42=253(LC 3), 22=253(LC 23), 41=318(LC 26), 40=324(LC 5), 37=288(LC 30), 36=313(LC 31), 34=311(LC 32), 33=312(LC 33), 32=311(LC 34), 31=312(LC 35), 30=311(LC 36), 29=313(LC 37), 28=333(LC 16), 25=286(LC 41), 24=313(LC 42), 23=315(LC 43) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-41=-293/0, 3-40=-305/31, 6-37=-271/14, 7-36=-291/0, 8-34=-290/0, 9-33=-290/0, 10-32=-290/0, 11-31=-290/0, 12-30=-290/0, 13-29=-291/0, 15-28=-314/29, 18-25=-269/16, 19-24=-291/0, 20-23=-292/0 NOTES-(6-7) 1) Gable studs spaced at 1-4-0 oc. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 38, 26, 40, 28 except (jt=lb) 39=112, 27=115. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG01 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630398 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-wlMjxMQy6rEwriGLjrFayYE3G4zxIEMf97HUw3z7K2J Scale = 1:13.6 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 8x16 8x16 3x6 3x6 8x10 6x6 6x6 6x6 8x10 7-2-87-2-8 1-1-7 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [6:Edge,0-3-0], [9:Edge,0-3-0] 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-P 0.80 0.85 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 0.02 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 63 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-5-8, 6=0-3-0 Max Grav 9=3149(LC 1), 6=3484(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-252/56, 5-6=-987/0, 2-3=-4514/0, 3-4=-4118/0 BOT CHORD 8-9=0/3641, 7-8=0/5378, 6-7=0/2834 WEBS 2-9=-4829/0, 2-8=0/1217, 3-8=-1202/0, 3-7=-1754/0, 4-7=0/1787, 4-6=-3760/0 NOTES- 1) 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. 2) 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. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1121 lb down at 1-5-12, 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. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-9=-13, 1-5=-180 Concentrated Loads (lb) Vert: 5=-1057(B) 2=-1121(F) 3=-1037(B) 11=-1037(B) 14=-1037(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-9=-13, 1-5=-180 Concentrated Loads (lb) Vert: 5=-1057(B) 2=-1121(F) 3=-1037(B) 11=-1037(B) 14=-1037(B) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG01 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630398 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:10 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-wlMjxMQy6rEwriGLjrFayYE3G4zxIEMf97HUw3z7K2J LOAD CASE(S) Standard Uniform Loads (plf) Vert: 6-9=-13, 1-5=-127 Concentrated Loads (lb) Vert: 5=-457(B) 1=-250 2=-1062(F) 3=-450(B) 11=-450(B) 14=-450(B) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-13, 1-5=-127 Concentrated Loads (lb) Vert: 5=-457(B) 2=-1062(F) 3=-450(B) 10=-250 11=-450(B) 14=-450(B) 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-13, 1-5=-127 Concentrated Loads (lb) Vert: 5=-457(B) 2=-1062(F) 3=-450(B) 11=-450(B) 12=-250 14=-450(B) 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-13, 1-5=-127 Concentrated Loads (lb) Vert: 5=-457(B) 2=-1062(F) 3=-450(B) 11=-450(B) 13=-250 14=-450(B) 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-13, 1-5=-127 Concentrated Loads (lb) Vert: 5=-457(B) 2=-1062(F) 3=-450(B) 11=-450(B) 14=-450(B) 15=-250 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-13, 1-5=-127 Concentrated Loads (lb) Vert: 5=-707(B=-457) 2=-1062(F) 3=-450(B) 11=-450(B) 14=-450(B) 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-13, 1-5=-127 Concentrated Loads (lb) Vert: 5=-457(B) 2=-1312(F=-1062) 3=-450(B) 11=-450(B) 14=-450(B) 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-13, 1-5=-127 Concentrated Loads (lb) Vert: 5=-457(B) 2=-1062(F) 3=-700(B=-450) 11=-450(B) 14=-450(B) 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-13, 1-5=-127 Concentrated Loads (lb) Vert: 5=-457(B) 2=-1062(F) 3=-450(B) 4=-250 11=-450(B) 14=-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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG02 Truss Type Floor Girder Qty 2 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630399 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-Oyw58iRat9MnTrrXHYmpVlnI9URM1lkpOn02SWz7K2I Scale = 1:9.4 1 2 3 4 8 7 6 5 9 10 11 123x4 3x6 2x4 3x6 2x4 4x6 4x6 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 June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG02 Truss Type Floor Girder Qty 2 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630399 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:11 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-Oyw58iRat9MnTrrXHYmpVlnI9URM1lkpOn02SWz7K2I 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG03 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630400 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-KK2rZNTrPmcVi9?wOzpHaAsh4I?dVZS6s5V8WOz7K2G 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 6x6 5x6 5x6 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], [27:0-1-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 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: 144 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=-263/30, 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) June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG04 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630401 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-KK2rZNTrPmcVi9?wOzpHaAskZI8vVfr6s5V8WOz7K2G Scale = 1:9.41234 7 6 5 8 9 10 4x6 3x6 4x6 3x6 4x6 3x4 4x6 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 June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG04 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630401 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:13 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-KK2rZNTrPmcVi9?wOzpHaAskZI8vVfr6s5V8WOz7K2G 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG05 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630402 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-D5HMPlWLS?6xBmJhdptDk01KKvNhRSkhmjTMf9z7K2C Scale = 1:41.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 31 30 29 28 27 26 25 24 23 22 21 20 19 18 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 6x8 3x16 MT18HS FP 2x4 SP 3x16 MT18HS FP 3x12 SP 2x4 3x6 3x6 3x8 FP3x6 FP 6x8 3x6 6x6 6x6 6x8 6x8 6x8 6x8 6x8 6x8 3x6 6x6 7x16 MT18HS 8x16 8x8 6x8 6x8 6x8 6x6 6x6 6x6 6x16 5x6 6x6 10-6-010-6-0 11-4-80-10-812-3-00-10-8 13-7-81-4-8 21-3-07-7-8 22-6-01-3-0 24-0-01-6-0 1-3-0 0-10-80-10-8 1-0-0 0-9-0 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [10:0-1-8,Edge], [16:0-3-12,Edge], [18:Edge,0-3-0], [25:0-1-8,Edge], [32:0-1-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.78 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.37 -0.83 0.12 (loc) 25 24-25 18 l/defl >763 >344 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 227 lb FT = 20%F, 11%E GRIP 197/144 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SPF No.2(flat) *Except* 31-32,1-31,8-26,10-25,5-28,13-22: 2x4 SP No.3(flat) 17-18,16-18,15-20,16-19,16-20: 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 10-0-0 oc bracing. REACTIONS. (size)31=0-5-8, 18=0-5-8 Max Grav 31=1680(LC 1), 18=4081(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-31=-265/28, 17-18=-324/0, 2-3=-3728/0, 3-4=-6749/0, 4-5=-9319/0, 5-6=-9319/0, 6-8=-11323/0, 8-9=-11325/0, 9-10=-12451/0, 10-12=-12982/0, 12-13=-13702/0, 13-14=-13718/0, 14-15=-11080/0, 15-16=-7465/0 BOT CHORD 30-31=0/2053, 29-30=0/5361, 28-29=0/8101, 26-28=0/10404, 25-26=0/11926, 24-25=0/12451, 22-24=0/13455, 21-22=0/12613, 20-21=0/9488, 19-20=0/5574, 18-19=0/5577 WEBS 10-25=-583/0, 2-31=-2610/0, 2-30=0/2216, 3-30=-2161/0, 3-29=0/1837, 4-29=-1789/0, 4-28=0/1579, 5-28=-251/45, 6-28=-1407/0, 6-26=0/1200, 16-18=-6818/0, 15-20=-2704/0, 15-21=0/2107, 14-21=-2039/0, 13-22=-1154/0, 12-22=0/490, 12-24=-627/0, 10-24=0/688, 16-20=0/2638, 14-22=0/1480, 9-26=-907/0, 9-25=0/803 NOTES- 1) All plates are MT20 plates unless otherwise indicated. 2) The Fabrication Tolerance at joint 27 = 11%, joint 23 = 11% 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) 1115 lb down at 16-4-4, and 1804 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 Continued on page 2 June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG05 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630402 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:17 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-D5HMPlWLS?6xBmJhdptDk01KKvNhRSkhmjTMf9z7K2C LOAD CASE(S) Standard Uniform Loads (plf) Vert: 18-31=-13, 1-42=-80, 17-42=-160 Concentrated Loads (lb) Vert: 16=-1804(B) 13=-1115(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-31=-13, 1-42=-80, 17-42=-160 Concentrated Loads (lb) Vert: 16=-1804(B) 13=-1115(F) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-31=-13, 1-42=-27, 17-42=-107 Concentrated Loads (lb) Vert: 1=-250 16=-900(B) 13=-674(F) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-31=-13, 1-42=-27, 17-42=-107 Concentrated Loads (lb) Vert: 16=-900(B) 13=-674(F) 33=-250 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-31=-13, 1-42=-27, 17-42=-107 Concentrated Loads (lb) Vert: 16=-900(B) 13=-674(F) 34=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-31=-13, 1-42=-27, 17-42=-107 Concentrated Loads (lb) Vert: 16=-900(B) 13=-674(F) 35=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-31=-13, 1-42=-27, 17-42=-107 Concentrated Loads (lb) Vert: 16=-900(B) 13=-674(F) 36=-250 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-31=-13, 1-42=-27, 17-42=-107 Concentrated Loads (lb) Vert: 16=-900(B) 13=-674(F) 37=-250 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-31=-13, 1-42=-27, 17-42=-107 Concentrated Loads (lb) Vert: 7=-250 16=-900(B) 13=-674(F) 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-31=-13, 1-42=-27, 17-42=-107 Concentrated Loads (lb) Vert: 16=-900(B) 13=-674(F) 38=-250 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-31=-13, 1-42=-27, 17-42=-107 Concentrated Loads (lb) Vert: 16=-900(B) 13=-674(F) 39=-250 12) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-31=-13, 1-42=-27, 17-42=-107 Concentrated Loads (lb) Vert: 16=-900(B) 13=-674(F) 40=-250 13) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-31=-13, 1-42=-27, 17-42=-107 Concentrated Loads (lb) Vert: 16=-900(B) 13=-674(F) 41=-250 14) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-31=-13, 1-42=-27, 17-42=-107 Concentrated Loads (lb) Vert: 16=-900(B) 13=-674(F) 43=-250 15) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-31=-13, 1-42=-27, 17-42=-107 Concentrated Loads (lb) Vert: 16=-900(B) 13=-674(F) 44=-250 16) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG05 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630402 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:17 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-D5HMPlWLS?6xBmJhdptDk01KKvNhRSkhmjTMf9z7K2C LOAD CASE(S) Standard Uniform Loads (plf) Vert: 18-31=-13, 1-42=-27, 17-42=-107 Concentrated Loads (lb) Vert: 16=-900(B) 13=-674(F) 45=-250 17) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-31=-13, 1-42=-27, 17-42=-107 Concentrated Loads (lb) Vert: 16=-900(B) 13=-674(F) 46=-250 18) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-31=-13, 1-42=-27, 17-42=-107 Concentrated Loads (lb) Vert: 17=-250 16=-900(B) 13=-674(F) 19) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-31=-13, 1-42=-27, 17-42=-107 Concentrated Loads (lb) Vert: 1=-250 16=-900(B) 13=-674(F) 20) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-31=-13, 1-42=-27, 17-42=-107 Concentrated Loads (lb) Vert: 1=-250 16=-900(B) 13=-674(F) 21) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-31=-13, 1-42=-27, 17-42=-107 Concentrated Loads (lb) Vert: 2=-250 16=-900(B) 13=-674(F) 22) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-31=-13, 1-42=-27, 17-42=-107 Concentrated Loads (lb) Vert: 3=-250 16=-900(B) 13=-674(F) 23) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-31=-13, 1-42=-27, 17-42=-107 Concentrated Loads (lb) Vert: 4=-250 16=-900(B) 13=-674(F) 24) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-31=-13, 1-42=-27, 17-42=-107 Concentrated Loads (lb) Vert: 5=-250 16=-900(B) 13=-674(F) 25) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-31=-13, 1-42=-27, 17-42=-107 Concentrated Loads (lb) Vert: 6=-250 16=-900(B) 13=-674(F) 26) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-31=-13, 1-42=-27, 17-42=-107 Concentrated Loads (lb) Vert: 8=-250 16=-900(B) 13=-674(F) 27) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-31=-13, 1-42=-27, 17-42=-107 Concentrated Loads (lb) Vert: 16=-900(B) 13=-674(F) 9=-250 28) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-31=-13, 1-42=-27, 17-42=-107 Concentrated Loads (lb) Vert: 10=-250 16=-900(B) 13=-674(F) 29) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-31=-13, 1-42=-27, 17-42=-107 Concentrated Loads (lb) Vert: 16=-900(B) 12=-250 13=-674(F) 30) 28th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-31=-13, 1-42=-27, 17-42=-107 Concentrated Loads (lb) Vert: 16=-900(B) 13=-924(F=-674) 31) 29th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG05 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630402 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:17 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-D5HMPlWLS?6xBmJhdptDk01KKvNhRSkhmjTMf9z7K2C LOAD CASE(S) Standard Uniform Loads (plf) Vert: 18-31=-13, 1-42=-27, 17-42=-107 Concentrated Loads (lb) Vert: 16=-900(B) 14=-250 13=-674(F) 32) 30th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-31=-13, 1-42=-27, 17-42=-107 Concentrated Loads (lb) Vert: 16=-900(B) 15=-250 13=-674(F) 33) 31st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-31=-13, 1-42=-27, 17-42=-107 Concentrated Loads (lb) Vert: 16=-1150(B=-900) 13=-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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG06 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630403 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-D5HMPlWLS?6xBmJhdptDk01EjvPzRRJhmjTMf9z7K2C Scale = 1:10.6 1 2 3 4 7 6 5 8 9 10 5x12 3x6 5x12 3x6 8x8 4x6 8x8 5-3-05-3-0 1-2-4 1-4-01-4-0Plate Offsets (X,Y)-- [5:Edge,0-1-8], [7: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 0.91 0.70 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.02 (loc) 6 6 5 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 No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-0 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=1858(LC 1), 5=1906(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2241/0 BOT CHORD 6-7=0/2184, 5-6=0/2261 WEBS 2-7=-2899/0, 3-5=-3002/0 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) 966 lb down at 1-4-0, 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: 5-7=-13, 1-4=-160 Concentrated Loads (lb) Vert: 2=-966(B) 3=-966(B) 9=-966(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-13, 1-4=-160 Concentrated Loads (lb) Vert: 2=-966(B) 3=-966(B) 9=-966(B) Continued on page 2 June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG06 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630403 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:17 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-D5HMPlWLS?6xBmJhdptDk01EjvPzRRJhmjTMf9z7K2C LOAD CASE(S) Standard 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-13, 1-4=-107 Concentrated Loads (lb) Vert: 1=-250 2=-419(B) 3=-419(B) 9=-419(B) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-13, 1-4=-107 Concentrated Loads (lb) Vert: 2=-419(B) 3=-419(B) 8=-250 9=-419(B) 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-13, 1-4=-107 Concentrated Loads (lb) Vert: 2=-419(B) 3=-419(B) 9=-669(B=-419) 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-13, 1-4=-107 Concentrated Loads (lb) Vert: 2=-419(B) 3=-419(B) 9=-419(B) 10=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-13, 1-4=-107 Concentrated Loads (lb) Vert: 4=-250 2=-419(B) 3=-419(B) 9=-419(B) 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-13, 1-4=-107 Concentrated Loads (lb) Vert: 2=-669(B=-419) 3=-419(B) 9=-419(B) 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-13, 1-4=-107 Concentrated Loads (lb) Vert: 2=-419(B) 3=-669(B=-419) 9=-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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG07 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630404 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-9UP6qRXb_cMeQ4S3lEvhpR6a?j0vvGl_E1yTk2z7K2A Scale = 1:40.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 6x6 3x8 MT18HS FP 3x8 MT18HS FP 2x4 SP 2x4 2x4 8x16 2x4 2x4 3x8 FP 4x6 2x4 3x6 3x4 4x8 6x6 4x6 5x6 4x6 6x6 2x4 4x6 6x16 6x6 4x6 4x6 3x4 5x6 2x4 3x4 3x6 6x6 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], [16:Edge,0-3-0], [23:0-3-0,0-0-0], [24:0-3-0,Edge], [30:0-1-8,0-1-0], [31:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.93 0.99 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.43 -0.79 0.07 (loc) 22-23 22-23 16 l/defl >653 >361 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 No.2(flat) *Except* 21-29,16-25: 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)29=0-5-8, 16=0-5-8 Max Grav 29=1235(LC 1), 16=2946(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-29=-260/35, 15-16=-324/0, 2-3=-2457/0, 3-4=-4368/0, 4-5=-5780/0, 5-6=-5780/0, 6-7=-6879/0, 7-8=-6879/0, 8-10=-7051/0, 10-11=-6756/0, 11-12=-6756/0, 12-13=-5910/0, 13-14=-4606/0 BOT CHORD 28-29=0/1432, 27-28=0/3528, 26-27=0/5152, 24-26=0/6376, 23-24=0/6879, 22-23=0/6879, 20-22=0/7028, 19-20=0/6428, 18-19=0/5331, 17-18=0/3908, 16-17=0/3909 WEBS 7-24=-276/0, 8-23=-476/51, 2-29=-1811/0, 2-28=0/1394, 3-28=-1452/0, 3-27=0/1140, 4-27=-1063/0, 4-26=0/834, 5-26=-260/57, 6-26=-848/0, 6-24=0/895, 14-16=-4799/0, 14-18=0/1034, 13-18=-1013/0, 13-19=0/771, 12-19=-703/0, 12-20=0/452, 10-20=-455/4, 8-22=-161/558 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) The Fabrication Tolerance at joint 21 = 11% 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 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) 1888 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). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-80, 14-15=-160 Continued on page 2 June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG07 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630404 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:19 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-9UP6qRXb_cMeQ4S3lEvhpR6a?j0vvGl_E1yTk2z7K2A LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 14=-1852(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-80, 14-15=-160 Concentrated Loads (lb) Vert: 14=-1852(F) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-29=-13, 1-8=-80, 8-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-1888(F) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-29=-13, 1-7=-27, 7-14=-80, 14-15=-160 Concentrated Loads (lb) Vert: 14=-1852(F) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-29=-13, 1-8=-80, 8-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-1888(F) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-29=-13, 1-7=-27, 7-14=-80, 14-15=-160 Concentrated Loads (lb) Vert: 14=-1852(F) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 1=-250 14=-921(F) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-921(F) 32=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-921(F) 33=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-921(F) 34=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-921(F) 35=-250 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-921(F) 36=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-921(F) 37=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-921(F) 38=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-921(F) 39=-250 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG07 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630404 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:19 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-9UP6qRXb_cMeQ4S3lEvhpR6a?j0vvGl_E1yTk2z7K2A LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 14=-921(F) 40=-250 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-921(F) 41=-250 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-921(F) 42=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-921(F) 43=-250 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-921(F) 44=-250 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 15=-250 14=-921(F) 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 2=-250 14=-921(F) 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 3=-250 14=-921(F) 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 4=-250 14=-921(F) 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 5=-250 14=-921(F) 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 6=-250 14=-921(F) 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 7=-250 14=-921(F) 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 8=-250 14=-921(F) 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-921(F) 10=-250 30) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-921(F) 11=-250 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG07 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630404 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:19 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-9UP6qRXb_cMeQ4S3lEvhpR6a?j0vvGl_E1yTk2z7K2A LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 14=-921(F) 12=-250 32) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-921(F) 13=-250 33) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-29=-13, 1-14=-27, 14-15=-107 Concentrated Loads (lb) Vert: 14=-1171(F=-921) 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG08 Truss Type Floor Qty 2 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630405 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-5tXtF6ZsWDcMgOcSsfy9vsB_8WjkNB6HhLRZowz7K28 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 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 4x6 3x4 3x4 3x6 3x6 4x10 2-9-0 2-9-0 4-4-10 1-7-10 5-3-0 0-10-6 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 1-3-14 0-8-2 1-9-0 0-10-8 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 0.63 0.90 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: 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=-96(LC 7) 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=-258/44, 15-16=-261/35, 2-3=-2114/321, 3-4=-3671/446, 4-5=-4760/120, 5-6=-4760/120, 6-7=-5402/58, 7-8=-5402/58, 8-10=-5304/222, 10-11=-4696/636, 11-12=-4696/638, 12-13=-3658/247, 13-14=-2121/15 BOT CHORD 27-28=-134/1213, 26-27=-599/3187, 25-26=-599/3187, 24-25=-263/4273, 22-24=-55/5115, 21-22=-58/5402, 20-21=-58/5402, 19-20=-386/5144, 18-19=-429/4284, 17-18=-94/2999, 16-17=0/1203 WEBS 7-22=-274/47, 2-28=-1613/179, 2-27=-261/1253, 3-27=-1357/351, 3-25=0/789, 4-25=-837/0, 4-24=0/662, 5-24=-265/39, 6-24=-511/0, 6-22=-80/646, 14-16=-1600/0, 14-17=-53/1277, 13-17=-1222/110, 13-18=-213/916, 12-18=-871/253, 11-19=-248/466, 10-19=-578/0, 10-20=-50/386, 8-20=-420/183, 12-19=-306/602 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) 28. 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 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, and 500 lb up at 4-4-10 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: 7) User defined: Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG08 Truss Type Floor Qty 2 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630405 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:21 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-5tXtF6ZsWDcMgOcSsfy9vsB_8WjkNB6HhLRZowz7K28 LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 16-28=-13(F), 1-15=-27(F) Concentrated Loads (lb) Vert: 3=500(F) 11=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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG09 Truss Type FLOOR GIRDER Qty 1 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630406 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-2Fedgoa62rt4vhmr_4_d_HHMsKOGr1sa9fxgtpz7K26 Scale = 1:33.2 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 28 29 30 31 32 33 34 35 36 2x4 2x4 3x6 4x10 6x8 5x8 6x6 4x6 6x8 2x4 4x10 4x8 8x16 6x16 3x6 6x10 2x4 4x8 3x6 5x6 2x4 3x16 MT18HS FP 3x6 3x6 FP3x6 FP 3x6 5x6 1-11-121-11-12 7-9-85-9-12 11-8-43-10-12 20-0-08-3-12 1-6-8 1-7-8 1-10-8 1-10-8 1-10-0 1-7-8 1-6-0 1-3-0 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [7:0-3-0,Edge], [14:Edge,0-1-8], [20:0-1-8,0-0-0], [21:0-1-8,Edge], [25:Edge,0-1-8], [26:0-1-8,0-1-0], [27:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.49 0.90 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.54 0.11 (loc) 20 19-20 14 l/defl >885 >436 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 120 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) *Except* 14-16: 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) *Except* 2-23,5-23,5-21,7-19: 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-3-8, 25=0-3-8 Max Grav 14=1463(LC 1), 25=1531(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-285/0, 13-14=-270/21, 2-3=-4187/0, 3-5=-4187/0, 5-6=-6879/0, 6-7=-6879/0, 7-8=-7252/0, 8-9=-7255/0, 9-11=-5218/0, 11-12=-2985/0 BOT CHORD 24-25=0/2308, 23-24=0/2308, 22-23=0/5551, 21-22=0/5551, 20-21=0/6879, 19-20=0/6879, 18-19=0/6191, 17-18=0/6191, 15-17=0/4248, 14-15=0/1672 WEBS 12-14=-2173/0, 12-15=0/1780, 11-15=-1713/0, 11-17=0/1316, 9-17=-1291/0, 9-19=0/1272, 2-25=-2707/0, 2-23=0/2202, 3-23=-317/0, 5-23=-1572/0, 5-21=0/1655, 6-21=-679/0, 7-19=0/1019, 8-19=-1000/0 NOTES-(10-11) 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 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 118 lb down and 35 lb up at 3-10-0, 118 lb down and 35 lb up at 5-10-0, and 87 lb down and 35 lb up at 7-10-0, and 87 lb down and 35 lb up at 9-10-0 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). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG09 Truss Type FLOOR GIRDER Qty 1 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630406 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:23 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-2Fedgoa62rt4vhmr_4_d_HHMsKOGr1sa9fxgtpz7K26 LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-25=-16, 1-13=-96 Concentrated Loads (lb) Vert: 2=-100 3=-54(F) 5=-54(F) 6=-54(F) 7=-54(F) 8=-480 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-25=-16, 1-13=-96 Concentrated Loads (lb) Vert: 2=-100 3=-54(F) 5=-54(F) 6=-54(F) 7=-54(F) 8=-480 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-25=-16, 1-7=-96, 7-13=-32 Concentrated Loads (lb) Vert: 2=-100 3=-54(F) 5=-54(F) 6=-54(F) 7=-87(F) 8=-480 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-25=-16, 1-6=-32, 6-13=-96 Concentrated Loads (lb) Vert: 2=-100 3=-118(F) 5=-118(F) 6=-87(F) 7=-54(F) 8=-480 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-25=-16, 1-7=-96, 7-13=-32 Concentrated Loads (lb) Vert: 2=-100 3=-54(F) 5=-54(F) 6=-54(F) 7=-87(F) 8=-480 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-25=-16, 1-6=-32, 6-13=-96 Concentrated Loads (lb) Vert: 2=-100 3=-118(F) 5=-118(F) 6=-87(F) 7=-54(F) 8=-480 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-25=-16, 1-13=-32 Concentrated Loads (lb) Vert: 2=-100 3=35(F) 5=35(F) 6=35(F) 7=35(F) 1=-250 8=-480 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-25=-16, 1-13=-32 Concentrated Loads (lb) Vert: 2=-100 3=35(F) 5=35(F) 6=35(F) 7=35(F) 8=-480 28=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-25=-16, 1-13=-32 Concentrated Loads (lb) Vert: 2=-100 3=35(F) 5=35(F) 6=35(F) 7=35(F) 8=-480 29=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-25=-16, 1-13=-32 Concentrated Loads (lb) Vert: 2=-100 3=35(F) 5=35(F) 6=35(F) 7=35(F) 4=-250 8=-480 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-25=-16, 1-13=-32 Concentrated Loads (lb) Vert: 2=-100 3=35(F) 5=35(F) 6=35(F) 7=35(F) 8=-480 30=-250 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-25=-16, 1-13=-32 Concentrated Loads (lb) Vert: 2=-100 3=35(F) 5=35(F) 6=35(F) 7=35(F) 8=-480 31=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-25=-16, 1-13=-32 Concentrated Loads (lb) Vert: 2=-100 3=35(F) 5=35(F) 6=35(F) 7=35(F) 8=-480 32=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-25=-16, 1-13=-32 Concentrated Loads (lb) Vert: 2=-100 3=35(F) 5=35(F) 6=35(F) 7=35(F) 8=-480 33=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-25=-16, 1-13=-32 Concentrated Loads (lb) Vert: 2=-100 3=35(F) 5=35(F) 6=35(F) 7=35(F) 8=-480 34=-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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG09 Truss Type FLOOR GIRDER Qty 1 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630406 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:23 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-2Fedgoa62rt4vhmr_4_d_HHMsKOGr1sa9fxgtpz7K26 LOAD CASE(S) Standard 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-25=-16, 1-13=-32 Concentrated Loads (lb) Vert: 2=-100 3=35(F) 5=35(F) 6=35(F) 7=35(F) 8=-480 35=-250 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-25=-16, 1-13=-32 Concentrated Loads (lb) Vert: 2=-100 3=35(F) 5=35(F) 6=35(F) 7=35(F) 8=-480 36=-250 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-25=-16, 1-13=-32 Concentrated Loads (lb) Vert: 13=-250 2=-100 3=35(F) 5=35(F) 6=35(F) 7=35(F) 8=-480 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-25=-16, 1-13=-32 Concentrated Loads (lb) Vert: 2=-100 3=35(F) 5=35(F) 6=35(F) 7=35(F) 1=-250 8=-480 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-25=-16, 1-13=-32 Concentrated Loads (lb) Vert: 2=-100 3=35(F) 5=35(F) 6=35(F) 7=35(F) 1=-250 8=-480 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-25=-16, 1-13=-32 Concentrated Loads (lb) Vert: 2=-350 3=35(F) 5=35(F) 6=35(F) 7=35(F) 8=-480 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-25=-16, 1-13=-32 Concentrated Loads (lb) Vert: 2=-100 3=-215(F=35) 5=35(F) 6=35(F) 7=35(F) 8=-480 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-25=-16, 1-13=-32 Concentrated Loads (lb) Vert: 2=-100 3=35(F) 5=-215(F=35) 6=35(F) 7=35(F) 8=-480 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-25=-16, 1-13=-32 Concentrated Loads (lb) Vert: 2=-100 3=35(F) 5=35(F) 6=-215(F=35) 7=35(F) 8=-480 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-25=-16, 1-13=-32 Concentrated Loads (lb) Vert: 2=-100 3=35(F) 5=35(F) 6=35(F) 7=-215(F=35) 8=-480 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-25=-16, 1-13=-32 Concentrated Loads (lb) Vert: 2=-100 3=35(F) 5=35(F) 6=35(F) 7=35(F) 8=-730 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-25=-16, 1-13=-32 Concentrated Loads (lb) Vert: 9=-250 2=-100 3=35(F) 5=35(F) 6=35(F) 7=35(F) 8=-480 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-25=-16, 1-13=-32 Concentrated Loads (lb) Vert: 11=-250 2=-100 3=35(F) 5=35(F) 6=35(F) 7=35(F) 8=-480 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-25=-16, 1-13=-32 Concentrated Loads (lb) Vert: 12=-250 2=-100 3=35(F) 5=35(F) 6=35(F) 7=35(F) 8=-480 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG10 Truss Type Floor Girder Qty 1 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630407 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-WSC?t8bkp8?xXrL1XnVsWVpVYklxaWojNJgEPFz7K25 Scale = 1:33.2 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 3x8 MT18HS FP 2x4 4x6 5x12 2x4 3x6 3x6 3x6 FP3x6 FP 3x6 6x16 6x8 4x8 6x6 4x8 3x6 5x6 4x6 4x6 2x4 2x4 3x6 3x4 3x6 3x6 3x6 8x8 5x8 16-0-1216-0-12 20-0-03-11-4 1-3-0 1-6-0 1-1-8 1-0-0 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [7:0-3-0,Edge], [15:Edge,0-1-8], [20:0-1-8,0-0-0], [21:0-1-8,Edge], [27:0-1-8,0-1-0], [28:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.62 0.87 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.54 0.11 (loc) 20 20 15 l/defl >742 >439 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 129 lb FT = 20%F, 11%E GRIP 197/144 244/190 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)26=0-5-8, 15=0-5-8 Max Grav 26=1320(LC 1), 15=2218(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-265/25, 14-15=-266/22, 2-3=-2657/0, 3-4=-4676/0, 4-6=-4676/0, 6-7=-5991/0, 7-8=-6618/0, 8-9=-6750/0, 9-11=-6451/0, 11-12=-6451/0, 12-13=-4369/0 BOT CHORD 25-26=0/1513, 23-25=0/3753, 22-23=0/5411, 21-22=0/6618, 20-21=0/6618, 19-20=0/6618, 18-19=0/6779, 17-18=0/6027, 16-17=0/6027, 15-16=0/2544 WEBS 2-26=-1967/0, 2-25=0/1552, 3-25=-1486/0, 3-23=0/1225, 4-23=-261/50, 6-23=-976/0, 6-22=0/925, 7-22=-1029/0, 8-19=-202/488, 9-19=-291/238, 9-18=-536/0, 12-18=0/578, 13-15=-3306/0, 13-16=0/2487, 12-16=-2333/0 NOTES-(10-11) 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 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1020 lb down at 16-0-12 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). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-26=-16, 1-12=-96, 12-14=-196 Continued on page 2 June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG10 Truss Type Floor Girder Qty 1 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630407 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:24 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-WSC?t8bkp8?xXrL1XnVsWVpVYklxaWojNJgEPFz7K25 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 12=-969(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-26=-16, 1-12=-96, 12-14=-196 Concentrated Loads (lb) Vert: 12=-969(B) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-26=-16, 1-8=-96, 8-12=-32, 12-14=-132 Concentrated Loads (lb) Vert: 12=-1020(B) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-12=-96, 12-14=-196 Concentrated Loads (lb) Vert: 12=-969(B) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-26=-16, 1-8=-96, 8-12=-32, 12-14=-132 Concentrated Loads (lb) Vert: 12=-1020(B) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-12=-96, 12-14=-196 Concentrated Loads (lb) Vert: 12=-969(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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG11 Truss Type Floor Girder Qty 1 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630408 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-_emO4UcMaS7o8?wD5U053iMnR7CaJ2atczQnxiz7K24 Scale = 1:9.4 1 2 3 4 8 7 6 5 9 10 11 3x6 4x8 5x6 5x6 4x10 5x6 2x4 2x4 4-5-144-5-14 1-1-0 1-5-6 1-4-01-4-0Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-3-0,Edge], [5:Edge,0-1-8], [6:0-1-8,Edge], [7:0-1-8,Edge], [8:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.16 0.39 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.01 (loc) 7 6-7 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 30 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 8=0-3-6 Max Grav 5=1213(LC 1), 8=1189(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-323/0, 4-5=-310/0, 2-3=-1224/0 BOT CHORD 7-8=0/1224, 6-7=0/1224, 5-6=0/1224 WEBS 3-5=-1648/0, 2-8=-1614/0 NOTES-(9-10) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 828 lb down at 1-5-6, and 824 lb down at 3-0-9 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). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-176 Concentrated Loads (lb) Vert: 3=-800(F) 2=-800(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-176 Continued on page 2 June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG11 Truss Type Floor Girder Qty 1 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630408 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:25 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-_emO4UcMaS7o8?wD5U053iMnR7CaJ2atczQnxiz7K24 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-800(F) 2=-800(F) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-3=-176, 3-4=-112 Concentrated Loads (lb) Vert: 3=-824(F) 2=-800(F) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-2=-112, 2-4=-176 Concentrated Loads (lb) Vert: 3=-800(F) 2=-828(F) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-3=-176, 3-4=-112 Concentrated Loads (lb) Vert: 3=-824(F) 2=-800(F) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-2=-112, 2-4=-176 Concentrated Loads (lb) Vert: 3=-800(F) 2=-828(F) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-112 Concentrated Loads (lb) Vert: 1=-250 3=-350(F) 2=-350(F) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-112 Concentrated Loads (lb) Vert: 3=-350(F) 2=-350(F) 9=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-112 Concentrated Loads (lb) Vert: 3=-350(F) 2=-350(F) 10=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-112 Concentrated Loads (lb) Vert: 3=-350(F) 2=-350(F) 11=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-112 Concentrated Loads (lb) Vert: 4=-250 3=-350(F) 2=-350(F) 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-112 Concentrated Loads (lb) Vert: 3=-350(F) 2=-600(F=-350) 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-112 Concentrated Loads (lb) Vert: 3=-600(F=-350) 2=-350(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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG12 Truss Type Floor Girder Qty 1 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630409 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-w1u8VAdd63NWOJ4cDv3Z87R2pxl2npaA4Hvu0az7K22 Scale = 1:26.8 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 28 29 30 31 32 33 34 3x8 MT18HS FP 2x4 SP 2x4 4x8 5x8 2x4 8x8 3x6 5x6 6x16 6x10 3x6 6x16 6x6 4x6 5x6 4x6 3x6 5x6 4x6 3x6 3x4 3x6 3x6 12-1-012-1-0 16-2-84-1-8 1-3-0 1-2-0 1-3-10 1-3-10 1-0-12 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [7:0-3-0,0-0-0], [12:0-1-8,Edge], [13:Edge,0-1-8], [16:0-1-8,Edge], [17:0-1-8,Edge], [21:Edge,0-1-8], [22:0-1-8,0-1-0], [23:0-1-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.49 0.97 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.29 0.07 (loc) 16 15-16 13 l/defl >999 >652 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 95 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* 13-19: 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) *Except* 12-14: 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)21=0-5-8, 13=0-3-8 Max Grav 21=1150(LC 1), 13=1673(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-265/24, 12-13=-1667/0, 2-3=-2268/0, 3-4=-3910/0, 4-5=-3910/0, 5-6=-5000/0, 6-7=-5000/0, 7-8=-5000/0, 8-9=-5044/0, 9-10=-5046/0, 10-11=-1762/0, 11-12=-1762/0 BOT CHORD 20-21=0/1310, 18-20=0/3173, 17-18=0/4440, 16-17=0/5000, 15-16=0/5183, 14-15=0/3416 WEBS 9-15=-1137/0, 10-15=0/2084, 10-14=-2195/0, 11-14=-277/0, 12-14=0/2322, 2-21=-1702/0, 2-20=0/1300, 3-20=-1227/0, 3-18=0/978, 4-18=-285/4, 5-18=-704/0, 5-17=0/975, 6-17=-546/0, 7-16=-35/312, 8-16=-532/102, 8-15=-296/105 NOTES-(10-11) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) The Fabrication Tolerance at joint 19 = 11% 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. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1100 lb down at 12-1-0 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). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 13-21=-16, 1-12=-96 Continued on page 2 June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG12 Truss Type Floor Girder Qty 1 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630409 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:27 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-w1u8VAdd63NWOJ4cDv3Z87R2pxl2npaA4Hvu0az7K22 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=-1049(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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG13 Truss Type FLOOR GIRDER Qty 1 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630410 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-ODSWjWeFtNVN?TeomdaohL_ANLApWPQJIxeRY0z7K21 Scale = 1:20.0 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 23 24 25 26 6x6 2x4 2x4 3x4 4x6 6x10 3x6 4x6 4x6 2x4 3x4 5x8 2x4 3x4 3x4 2x4 3x6 2-5-82-5-8 11-11-49-5-12 1-0-2 1-0-2 1-3-0 1-2-0 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,0-0-0], [12:0-1-8,Edge], [13:0-1-8,Edge], [17:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.69 0.62 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.18 0.01 (loc) 13-14 13-14 11 l/defl >999 >791 n/a L/d 480 360 n/a PLATES MT20 Weight: 66 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) *Except* 14-16: 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)16=0-5-8, 11=Mechanical Max Grav 16=872(LC 1), 11=704(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-263/9, 10-11=-278/0, 2-3=-1464/0, 3-4=-1464/0, 4-5=-1960/0, 5-6=-1964/0, 6-7=-1415/0, 7-8=-1415/0, 8-9=-1415/0 BOT CHORD 15-16=0/801, 14-15=0/1819, 13-14=0/1836, 12-13=0/1415, 11-12=0/732 WEBS 2-16=-1101/0, 2-15=0/920, 9-11=-975/0, 9-12=0/928, 8-12=-416/0, 4-15=-455/0, 4-14=-81/277, 6-14=-18/343, 6-13=-629/0, 7-13=0/251, 3-15=-277/0 NOTES-(10-11) 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, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 275 lb down at 2-5-8 on bottom 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). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-16=-16, 1-10=-96 Continued on page 2 June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG13 Truss Type FLOOR GIRDER Qty 1 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630410 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:28 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-ODSWjWeFtNVN?TeomdaohL_ANLApWPQJIxeRY0z7K21 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 15=-275(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-16=-16, 1-10=-96 Concentrated Loads (lb) Vert: 15=-275(F) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-16=-16, 1-8=-96, 8-10=-32 Concentrated Loads (lb) Vert: 15=-275(F) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-16=-16, 1-7=-32, 7-10=-96 Concentrated Loads (lb) Vert: 15=-275(F) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-16=-16, 1-8=-96, 8-10=-32 Concentrated Loads (lb) Vert: 15=-275(F) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-16=-16, 1-7=-32, 7-10=-96 Concentrated Loads (lb) Vert: 15=-275(F) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-16=-16, 1-10=-32 Concentrated Loads (lb) Vert: 1=-250 15=-275(F) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-16=-16, 1-10=-32 Concentrated Loads (lb) Vert: 15=-275(F) 18=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-16=-16, 1-10=-32 Concentrated Loads (lb) Vert: 15=-275(F) 19=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-16=-16, 1-10=-32 Concentrated Loads (lb) Vert: 15=-275(F) 20=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-16=-16, 1-10=-32 Concentrated Loads (lb) Vert: 15=-275(F) 21=-250 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-16=-16, 1-10=-32 Concentrated Loads (lb) Vert: 15=-275(F) 22=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-16=-16, 1-10=-32 Concentrated Loads (lb) Vert: 15=-275(F) 23=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-16=-16, 1-10=-32 Concentrated Loads (lb) Vert: 15=-275(F) 24=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-16=-16, 1-10=-32 Concentrated Loads (lb) Vert: 15=-275(F) 25=-250 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-16=-16, 1-10=-32 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG13 Truss Type FLOOR GIRDER Qty 1 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630410 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:28 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-ODSWjWeFtNVN?TeomdaohL_ANLApWPQJIxeRY0z7K21 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 15=-275(F) 26=-250 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-16=-16, 1-10=-32 Concentrated Loads (lb) Vert: 10=-250 15=-275(F) 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-16=-16, 1-10=-32 Concentrated Loads (lb) Vert: 2=-250 15=-275(F) 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-16=-16, 1-10=-32 Concentrated Loads (lb) Vert: 15=-275(F) 3=-250 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-16=-16, 1-10=-32 Concentrated Loads (lb) Vert: 15=-275(F) 4=-250 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-16=-16, 1-10=-32 Concentrated Loads (lb) Vert: 15=-275(F) 5=-250 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-16=-16, 1-10=-32 Concentrated Loads (lb) Vert: 15=-275(F) 6=-250 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-16=-16, 1-10=-32 Concentrated Loads (lb) Vert: 15=-275(F) 7=-250 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-16=-16, 1-10=-32 Concentrated Loads (lb) Vert: 15=-275(F) 8=-250 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-16=-16, 1-10=-32 Concentrated Loads (lb) Vert: 15=-275(F) 9=-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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG14 Truss Type Floor Girder Qty 1 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630411 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-sP0uwsftehdEddD_KK51DYXTMlaQFu?SXbO?5Tz7K20 Scale = 1:9.4 1 2 3 4 8 7 6 5 9 10 11 4x6 3x6 4x6 3x6 4x6 2x4 4x6 2x4 4-2-114-2-11 1-0-0 1-5-11 1-4-01-4-0Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-3-0,Edge], [5:Edge,0-1-8], [6:0-1-8,0-0-0], [7:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.17 0.34 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.01 (loc) 6 6 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 27 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=Mechanical, 5=Mechanical Max Grav 8=936(LC 1), 5=1125(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-293/0, 4-5=-380/0, 2-3=-907/0 BOT CHORD 7-8=0/907, 6-7=0/907, 5-6=0/907 WEBS 2-8=-1260/0, 3-5=-1260/0 NOTES-(9-10) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 473 lb down at 1-2-4, and 649 lb down at 2-9-4, and 187 lb down at 3-7-12 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). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-196 Concentrated Loads (lb) Vert: 2=-443(F) 3=-628(F) 11=-149(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG14 Truss Type Floor Girder Qty 1 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630411 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:29 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-sP0uwsftehdEddD_KK51DYXTMlaQFu?SXbO?5Tz7K20 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 5-8=-16, 1-4=-196 Concentrated Loads (lb) Vert: 2=-443(F) 3=-628(F) 11=-149(B) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-3=-196, 3-4=-132 Concentrated Loads (lb) Vert: 2=-443(F) 3=-649(F) 11=-187(B) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-2=-132, 2-4=-196 Concentrated Loads (lb) Vert: 2=-473(F) 3=-628(F) 11=-149(B) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-3=-196, 3-4=-132 Concentrated Loads (lb) Vert: 2=-443(F) 3=-649(F) 11=-187(B) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-2=-132, 2-4=-196 Concentrated Loads (lb) Vert: 2=-473(F) 3=-628(F) 11=-149(B) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-132 Concentrated Loads (lb) Vert: 1=-250 2=-197(F) 3=-307(F) 11=-69(B) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-132 Concentrated Loads (lb) Vert: 2=-197(F) 3=-307(F) 9=-250 11=-69(B) 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-132 Concentrated Loads (lb) Vert: 2=-197(F) 3=-307(F) 10=-250 11=-69(B) 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-132 Concentrated Loads (lb) Vert: 2=-197(F) 3=-307(F) 11=-319(B=-69) 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-132 Concentrated Loads (lb) Vert: 4=-250 2=-197(F) 3=-307(F) 11=-69(B) 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-132 Concentrated Loads (lb) Vert: 2=-447(F=-197) 3=-307(F) 11=-69(B) 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-132 Concentrated Loads (lb) Vert: 2=-197(F) 3=-557(F=-307) 11=-69(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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG15 Truss Type Floor Girder Qty 1 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630412 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-po7fLXh79ItxtwNNSl7VJzceJY6Sjdbl_ut59Lz7K2_ Scale = 1:33.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 27 26 25 24 23 22 21 20 19 18 28 29 30 31 32 33 34 35 36 37 38 39 40 41 6x6 3x8 MT18HS FP 2x4 2x4 3x6 3x6 3x6 FP3x6 FP 5x6 5x6 8x8 8x16 4x8 10x10 5x8 6x8 5x12 3x6 6x6 4x10 6x8 6x16 3x6 6x6 4x6 3x6 4x6 3x6 5x6 2-5-82-5-8 12-1-09-7-8 20-0-07-11-0 1-0-2 1-0-2 1-3-0 1-3-0 1-3-12 1-3-12 1-1-4 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [9:0-3-0,0-0-0], [18:Edge,0-1-8], [22:0-1-8,Edge], [23:0-1-8,Edge], [28:0-1-8,0-1-0], [29:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.84 1.00 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.64 0.10 (loc) 21-22 21-22 18 l/defl >754 >369 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 131 lb FT = 20%F, 11%E GRIP 197/144 244/190 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) *Except* 24-27: 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)27=0-5-8, 18=0-5-8 Max Grav 27=1685(LC 1), 18=1647(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-263/4, 17-18=-267/23, 2-3=-3253/0, 3-4=-3253/0, 4-5=-5723/0, 5-7=-5734/0, 7-8=-7361/0, 8-9=-7361/0, 9-10=-7361/0, 10-11=-8225/0, 11-12=-8229/0, 12-14=-6140/0, 14-15=-6140/0, 15-16=-3401/0 BOT CHORD 26-27=0/1708, 24-26=0/4650, 23-24=0/6461, 22-23=0/7361, 21-22=0/8033, 20-21=0/7265, 19-20=0/4847, 18-19=0/1902 WEBS 3-26=-257/0, 11-21=-927/0, 2-27=-2286/0, 2-26=0/2082, 16-18=-2473/0, 16-19=0/2033, 15-19=-1962/0, 15-20=0/1716, 14-20=-273/21, 12-20=-1493/0, 12-21=0/1287, 4-26=-1753/0, 4-24=0/1419, 5-24=-299/0, 7-24=-924/0, 7-23=0/1405, 8-23=-883/0, 9-22=0/619, 10-22=-1108/0, 10-21=-73/384 NOTES-(10-11) 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, 34, 35 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 911 lb down at 12-1-0 on top chord, and 275 lb down at 2-5-8 on bottom 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). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG15 Truss Type Floor Girder Qty 1 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630412 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:31 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-po7fLXh79ItxtwNNSl7VJzceJY6Sjdbl_ut59Lz7K2_ LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-27=-16, 1-17=-96 Concentrated Loads (lb) Vert: 11=-860(F) 26=-275(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-27=-16, 1-17=-96 Concentrated Loads (lb) Vert: 11=-860(F) 26=-275(B) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-27=-16, 1-9=-96, 9-17=-32 Concentrated Loads (lb) Vert: 11=-911(F) 26=-275(B) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-27=-16, 1-8=-32, 8-17=-96 Concentrated Loads (lb) Vert: 11=-860(F) 26=-275(B) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-27=-16, 1-9=-96, 9-17=-32 Concentrated Loads (lb) Vert: 11=-911(F) 26=-275(B) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-27=-16, 1-8=-32, 8-17=-96 Concentrated Loads (lb) Vert: 11=-860(F) 26=-275(B) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-27=-16, 1-17=-32 Concentrated Loads (lb) Vert: 1=-250 11=-506(F) 26=-275(B) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-27=-16, 1-17=-32 Concentrated Loads (lb) Vert: 11=-506(F) 26=-275(B) 30=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-27=-16, 1-17=-32 Concentrated Loads (lb) Vert: 11=-506(F) 26=-275(B) 31=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-27=-16, 1-17=-32 Concentrated Loads (lb) Vert: 11=-506(F) 26=-275(B) 32=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-27=-16, 1-17=-32 Concentrated Loads (lb) Vert: 11=-506(F) 26=-275(B) 33=-250 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-27=-16, 1-17=-32 Concentrated Loads (lb) Vert: 6=-250 11=-506(F) 26=-275(B) 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-27=-16, 1-17=-32 Concentrated Loads (lb) Vert: 11=-506(F) 26=-275(B) 34=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-27=-16, 1-17=-32 Concentrated Loads (lb) Vert: 11=-506(F) 26=-275(B) 35=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-27=-16, 1-17=-32 Concentrated Loads (lb) Vert: 11=-506(F) 26=-275(B) 36=-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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG15 Truss Type Floor Girder Qty 1 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630412 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:31 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-po7fLXh79ItxtwNNSl7VJzceJY6Sjdbl_ut59Lz7K2_ LOAD CASE(S) Standard 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-27=-16, 1-17=-32 Concentrated Loads (lb) Vert: 11=-506(F) 26=-275(B) 37=-250 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-27=-16, 1-17=-32 Concentrated Loads (lb) Vert: 11=-506(F) 26=-275(B) 38=-250 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-27=-16, 1-17=-32 Concentrated Loads (lb) Vert: 13=-250 11=-506(F) 26=-275(B) 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-27=-16, 1-17=-32 Concentrated Loads (lb) Vert: 11=-506(F) 26=-275(B) 39=-250 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-27=-16, 1-17=-32 Concentrated Loads (lb) Vert: 11=-506(F) 26=-275(B) 40=-250 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-27=-16, 1-17=-32 Concentrated Loads (lb) Vert: 11=-506(F) 26=-275(B) 41=-250 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-27=-16, 1-17=-32 Concentrated Loads (lb) Vert: 17=-250 11=-506(F) 26=-275(B) 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-27=-16, 1-17=-32 Concentrated Loads (lb) Vert: 11=-506(F) 2=-250 26=-275(B) 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-27=-16, 1-17=-32 Concentrated Loads (lb) Vert: 3=-250 11=-506(F) 26=-275(B) 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-27=-16, 1-17=-32 Concentrated Loads (lb) Vert: 11=-506(F) 26=-275(B) 4=-250 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-27=-16, 1-17=-32 Concentrated Loads (lb) Vert: 11=-506(F) 26=-275(B) 5=-250 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-27=-16, 1-17=-32 Concentrated Loads (lb) Vert: 11=-506(F) 26=-275(B) 7=-250 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-27=-16, 1-17=-32 Concentrated Loads (lb) Vert: 11=-506(F) 26=-275(B) 8=-250 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-27=-16, 1-17=-32 Concentrated Loads (lb) Vert: 11=-506(F) 26=-275(B) 9=-250 30) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-27=-16, 1-17=-32 Concentrated Loads (lb) Vert: 11=-506(F) 26=-275(B) 10=-250 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG15 Truss Type Floor Girder Qty 1 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630412 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:31 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-po7fLXh79ItxtwNNSl7VJzceJY6Sjdbl_ut59Lz7K2_ LOAD CASE(S) Standard 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-27=-16, 1-17=-32 Concentrated Loads (lb) Vert: 11=-756(F=-506) 26=-275(B) 32) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-27=-16, 1-17=-32 Concentrated Loads (lb) Vert: 11=-506(F) 26=-275(B) 12=-250 33) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-27=-16, 1-17=-32 Concentrated Loads (lb) Vert: 11=-506(F) 26=-275(B) 14=-250 34) 28th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-27=-16, 1-17=-32 Concentrated Loads (lb) Vert: 11=-506(F) 26=-275(B) 15=-250 35) 29th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 18-27=-16, 1-17=-32 Concentrated Loads (lb) Vert: 11=-506(F) 26=-275(B) 16=-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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG16 Truss Type FLOOR GIRDER Qty 1 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630413 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-lAFPmDiNhv7f6EXmZA9zOOh7FMvVBaM2SCMCDEz7K1y Scale = 1:33.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 27 28 29 30 31 32 33 34 35 36 37 38 3x8 MT18HS FP 2x4 4x6 2x4 3x6 3x6 3x6 FP3x6 FP 4x10 3x6 2x4 3x6 2x4 3x6 3x6 6x8 3x4 4x6 3x6 4x6 5x6 3x4 5x6 4x6 6x6 4x6 5x6 4x8 3-2-43-2-4 9-3-06-0-12 10-9-01-6-0 15-2-124-5-12 20-0-04-9-4 1-3-0 1-6-12 0-8-4 1-6-0 1-8-12 0-7-12 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [16:Edge,0-1-8], [20:0-1-8,0-0-0], [21:0-1-8,Edge], [27:0-1-8,0-1-0], [28:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.30 0.52 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.36 0.07 (loc) 20-21 20-21 16 l/defl >999 >651 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 122 lb FT = 20%F, 11%E GRIP 197/144 244/190 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)26=0-5-8, 16=0-5-8 Max Uplift 26=-225(LC 7), 16=-145(LC 7) Max Grav 26=1099(LC 1), 16=1099(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-267/5, 15-16=-264/24, 2-3=-2478/690, 3-4=-2480/698, 4-5=-3676/457, 5-6=-3676/457, 6-8=-4481/312, 8-9=-4728/321, 9-10=-4482/448, 10-12=-3440/848, 12-13=-3442/858, 13-14=-2153/422 BOT CHORD 25-26=-305/1234, 24-25=-608/2990, 22-24=-352/4204, 21-22=-321/4728, 20-21=-321/4728, 19-20=-321/4728, 18-19=-604/4202, 17-18=-687/3013, 16-17=-199/1250 WEBS 3-25=-259/439, 12-18=-257/444, 2-26=-1603/398, 2-25=-466/1510, 8-22=-525/55, 6-22=0/512, 6-24=-702/0, 5-24=-251/57, 4-24=0/910, 4-25=-867/0, 9-19=-521/58, 10-19=0/519, 10-18=-899/0, 14-16=-1624/260, 14-17=-302/1225, 13-17=-1167/359, 13-18=-301/750 NOTES-(11-12) 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) 26=225, 16=145. 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 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 500 lb up at 3-2-4, and 500 lb up at 15-2-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Except: Continued on page 2 June 12,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002361 Truss FG16 Truss Type FLOOR GIRDER Qty 1 Ply 1 ONYX+EAST- UWC- BLDG H 2ND FLOOR Job Reference (optional) I41630413 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:52:33 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:RNQCG5vdacZZJgSgG3B1n4zhyyh-lAFPmDiNhv7f6EXmZA9zOOh7FMvVBaM2SCMCDEz7K1y LOAD CASE(S) Standard Except: 7) User defined: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-26=-16(F), 1-15=-16(F) Concentrated Loads (lb) Vert: 3=500 12=500 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.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge 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