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HomeMy WebLinkAboutBldg L - Second Floor Sealed Truss Drawings16023 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). February 21,2020 Liu, Xuegang Pages or sheets covered by this seal: I40346785 thru I40346802 My license renewal date for the state of Indiana is July 31, 2020. J20000857 ONYX+EAST-UPTOWN VWC- BLDG L 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 Rd Chesterfield, 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 Component available 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 J20000857 Truss F01 Truss Type Floor Qty 8 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 2ND FLOOR Job Reference (optional) I40346785 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:39:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-ofrVRETJid_b1dWQH6d6Ti6FvBaBBgKsOAe41CziyRE Scale = 1:40.0 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 31 32 33 34 3x4 3x6 FP 2x4 4x6 3x4 2x4 4x6 3x6 FP 2x4 3x8 4x10 2x4 4x8 2x4 3x6 3x8 2x4 4x10 4x8 2x4 4x8 5x12 3x4 3x6 FP 10-4-8 10-4-8 10-9-6 0-4-14 11-2-4 0-4-14 15-7-4 4-5-0 16-6-0 0-10-12 24-0-0 7-6-0 2-5-4 0-9-12 2-3-12 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [12:0-1-8,Edge], [16:0-4-12,Edge], [23:0-1-8,0-1-0], [24:0-1-8,0-1-0] 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 0.69 0.58 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.19 0.02 (loc) 19 19-21 16 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 102 lb FT = 20%F, 11%E GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) *Except* 1-21,3-21,3-19,5-19,7-17,7-16,12-14,10-14,10-16: 2x4 SPF-S Stud(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.(lb/size) 22=625/0-5-8, 13=104/0-5-8, 16=1478/0-5-8 Max Uplift 13=-85(LC 3) Max Grav 22=631(LC 3), 13=292(LC 18), 16=1478(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-623/0, 12-13=-284/95, 1-2=-1144/0, 2-3=-1158/0, 3-4=-1818/0, 4-5=-1818/0, 5-6=-1104/0, 6-7=-1104/0, 7-9=0/1510, 9-10=0/1510, 10-11=-367/250, 11-12=-346/255 BOT CHORD 19-21=0/1691, 18-19=0/1376, 17-18=0/1376, 14-16=-794/59 WEBS 6-17=-283/57, 1-21=0/1236, 2-21=-325/0, 3-21=-589/0, 3-19=-157/316, 4-19=-316/0, 5-19=0/573, 7-17=0/1213, 7-16=-1646/0, 12-14=-278/374, 11-14=-325/0, 10-14=0/638, 10-16=-1079/0, 9-16=-321/0, 5-17=-499/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13. 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. February 21,2020 16023 Swingley Ridge Rd Chesterfield, 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 Component available 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 J20000857 Truss F02 Truss Type Floor Qty 16 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 2ND FLOOR Job Reference (optional) I40346786 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:39:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-k2zGsvVZEFEIGwgpOXgaY7Bak?CJfeT9sU7B64ziyRC Scale = 1:33.2 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 28 29 4x6 3x8 MT18HS FP 2x4 4x6 3x4 3x6 FP 2x4 3x6 3x6 2x4 4x10 2x4 4x8 3x8 2x4 3x8 2x4 5x12 4x10 4x6 10-4-8 10-4-8 10-9-6 0-4-14 11-2-4 0-4-14 19-11-0 8-8-12 2-5-4 0-9-12 0-11-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [12:Edge,0-1-8], [19:Edge,0-1-8], [20:0-1-8,0-1-0] 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 0.73 0.86 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.41 0.06 (loc) 15 15-16 12 l/defl >999 >578 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 88 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* 12-17: 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) *Except* 1-18,3-18,3-16,5-16,7-14,7-13,10-13: 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 19=913/0-5-8, 12=918/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-904/0, 11-12=-252/62, 1-2=-1735/0, 2-3=-1750/0, 3-4=-3588/0, 4-5=-3588/0, 5-6=-3694/0, 6-7=-3694/0, 7-9=-2251/0, 9-10=-2251/0 BOT CHORD 16-18=0/2882, 15-16=0/3741, 14-15=0/3741, 13-14=0/3192, 12-13=0/769 WEBS 6-14=-282/58, 1-18=0/1877, 2-18=-325/0, 3-18=-1251/0, 3-16=0/783, 4-16=-316/0, 5-16=-339/187, 7-14=0/582, 7-13=-1046/0, 9-13=-311/0, 10-13=0/1646, 10-12=-1177/0, 5-14=-267/209 NOTES- 1) All plates are MT20 plates unless otherwise indicated. 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. February 21,2020 16023 Swingley Ridge Rd Chesterfield, 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 Component available 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 J20000857 Truss F03 Truss Type Floor Qty 12 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 2ND FLOOR Job Reference (optional) I40346787 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:39:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-gQ50GbWqmsU0VEqCWxi2dYHw6ouW7Y5SJocIAzziyRA Scale = 1:33.6 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 28 29 30 4x6 3x8 MT18HS FP 2x4 4x6 2x4 2x4 3x6 FP 2x4 3x6 3x6 2x4 4x10 2x4 4x8 3x8 2x4 3x8 2x4 5x12 4x10 4x6 10-4-8 10-4-8 10-9-6 0-4-14 11-2-4 0-4-14 20-2-8 9-0-4 2-5-4 0-9-12 1-2-8 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [11:0-1-8,Edge], [12:Edge,0-1-8], [19:Edge,0-1-8], [20:0-1-8,0-1-0], [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 0.74 0.88 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.43 0.06 (loc) 15 15 12 l/defl >971 >554 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 89 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* 12-17: 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) *Except* 1-18,3-18,3-16,5-16,7-14,7-13,10-13: 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 19=926/0-5-8, 12=926/0-3-8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-918/0, 11-12=-258/41, 1-2=-1764/0, 2-3=-1778/0, 3-4=-3673/0, 4-5=-3673/0, 5-6=-3818/0, 6-7=-3818/0, 7-9=-2433/0, 9-10=-2433/0 BOT CHORD 16-18=0/2940, 15-16=0/3855, 14-15=0/3855, 13-14=0/3345, 12-13=0/975 WEBS 6-14=-282/58, 1-18=0/1908, 2-18=-325/0, 3-18=-1282/0, 3-16=0/815, 4-16=-316/0, 5-16=-358/170, 7-14=0/563, 7-13=-1014/0, 9-13=-312/0, 10-13=0/1619, 10-12=-1314/0, 5-14=-258/218 NOTES- 1) All plates are MT20 plates unless otherwise indicated. 2) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) 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. February 21,2020 16023 Swingley Ridge Rd Chesterfield, 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 Component available 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 J20000857 Truss F04 Truss Type Floor Qty 12 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 2ND FLOOR Job Reference (optional) I40346788 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:39:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-8dfOUxXSWAct7OPO4fDHAlp6PCFZszPbYSMrjPziyR9 Scale = 1:27.3 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 3x4 3x6 FP 2x4 4x6 3x6 3x6 FP 2x4 3x8 4x8 2x4 4x10 2x4 3x8 3x8 2x4 4x10 4x10 10-4-8 10-4-8 10-9-6 0-4-14 11-2-4 0-4-14 16-7-0 5-4-12 2-5-4 0-9-12 2-5-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [10:Edge,0-1-8], [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 1-4-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.70 0.76 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.25 0.04 (loc) 13 13-15 10 l/defl >999 >784 n/a L/d 480 360 n/a PLATES MT20 Weight: 72 lb FT = 20%F, 11%E GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) *Except* 1-15,3-15,3-13,5-13,8-11,8-10: 2x4 SPF-S Stud(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.(lb/size) 16=754/0-5-8, 10=759/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-746/0, 9-10=-278/0, 1-2=-1403/0, 2-3=-1418/0, 3-4=-2593/0, 4-5=-2593/0, 5-6=-2246/0, 6-8=-2246/0 BOT CHORD 13-15=0/2212, 12-13=0/2408, 11-12=0/2408, 10-11=0/1415 WEBS 6-11=-278/61, 1-15=0/1517, 2-15=-326/0, 3-15=-877/0, 3-13=0/513, 4-13=-316/0, 5-13=-113/387, 8-11=0/923, 5-11=-365/103, 8-10=-1556/0 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) 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. February 21,2020 16023 Swingley Ridge Rd Chesterfield, 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 Component available 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 J20000857 Truss F05 Truss Type FLOOR Qty 16 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 2ND FLOOR Job Reference (optional) I40346789 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:39:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-5?m9vdZi2nsbMhZnB4GlFAvZQ0zjKn9u?mrynIziyR7 Scale = 1:36.5 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 25 26 27 28 29 30 31 32 4x6 3x8 MT18HS FP 6x8 2x4 3x4 6x6 3x6 FP3x6 FP 2x4 6x6 3x8 3x6 5x12 3x6 6x10 4x10 3x6 6x6 3x6 5x12 6x10 4x10 3x6 21-11-0 21-11-0 2-5-4 0-9-12 2-0-0 0-9-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:0-1-8,0-0-8], [15:0-3-8,Edge], [22: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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.59 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.50 0.08 (loc) 18 16-17 14 l/defl >922 >524 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 117 lb FT = 20%F, 11%E GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) *Except* 1-21,3-21,3-19,6-19,8-17,8-16,11-16,11-15: 2x4 SPF-S Stud(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.(lb/size) 22=1011/0-5-8, 14=1011/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-1002/0, 13-14=-1025/0, 1-2=-2039/0, 2-3=-2056/0, 3-5=-4397/0, 5-6=-4397/0, 6-7=-4792/0, 7-8=-4792/0, 8-10=-3674/0, 10-11=-3674/0, 11-12=-874/0, 12-13=-873/0 BOT CHORD 19-21=0/3424, 18-19=0/4727, 17-18=0/4727, 16-17=0/4435, 15-16=0/2303 WEBS 7-17=-301/24, 1-21=0/2229, 2-21=-320/0, 3-21=-1496/0, 3-19=0/1071, 5-19=-320/0, 6-19=-448/91, 8-17=-45/492, 8-16=-838/0, 10-16=-313/0, 11-16=0/1509, 11-15=-1632/0, 12-15=-304/0, 13-15=0/1351, 6-17=-168/314 NOTES- 1) All plates are MT20 plates unless otherwise indicated. 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. February 21,2020 16023 Swingley Ridge Rd Chesterfield, 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 Component available 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 J20000857 Truss F06 Truss Type FLOOR Qty 16 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 2ND FLOOR Job Reference (optional) I40346790 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:39:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-1OuvKJazaO6Jc?i9JVIDKb_t3pd9ojcBT4K3sAziyR5 Scale = 1:40.0 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 28 29 30 31 32 33 4x6 3x16 MT18HS FP 6x8 2x4 4x6 6x8 2x4 3x6 FP3x6 FP 2x4 6x6 3x8 3x6 5x12 3x6 6x10 4x10 3x6 5x12 3x6 6x10 4x10 3x6 6x6 3x16 MT18HS FP 24-0-0 24-0-0 2-5-4 0-9-12 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:0-1-8,0-0-8], [13:0-1-8,0-0-8], [13:0-1-8,Edge], [14:Edge,0-1-8], [15:0-5-8,Edge], [22:0-5-8,Edge], [23: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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.28 0.72 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.40 -0.71 0.11 (loc) 17-18 17-18 14 l/defl >715 >400 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 126 lb FT = 20%F, 11%E GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) *Except* 1-22,3-22,3-20,6-20,13-15,11-15,11-17,8-17,8-18: 2x4 SPF-S Stud(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.(lb/size) 23=1108/0-3-8, 14=1108/0-3-8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-1099/0, 13-14=-1099/0, 1-2=-2255/0, 2-3=-2272/0, 3-4=-5042/0, 4-6=-5042/0, 6-7=-5735/0, 7-8=-5735/0, 8-10=-5040/0, 10-11=-5040/0, 11-12=-2271/0, 12-13=-2254/0 BOT CHORD 20-22=0/3853, 19-20=0/5577, 18-19=0/5577, 17-18=0/5579, 15-17=0/3855 WEBS 7-18=-313/13, 1-22=0/2466, 2-22=-320/0, 3-22=-1729/0, 3-20=0/1309, 4-20=-323/0, 6-20=-586/0, 13-15=0/2464, 12-15=-320/0, 11-15=-1733/0, 11-17=0/1304, 10-17=-321/0, 8-17=-592/0, 8-18=-174/373, 6-18=-93/395 NOTES- 1) All plates are MT20 plates unless otherwise indicated. 2) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) 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. February 21,2020 16023 Swingley Ridge Rd Chesterfield, 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 Component available 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 J20000857 Truss F07 Truss Type Floor Qty 60 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 2ND FLOOR Job Reference (optional) I40346791 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:39:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-VaSHXebbLiEAE9HLsCpStpXyTD3fXFVKik3cOdziyR4 Scale = 1:14.6 1 2 3 4 7 6 5 8 9 10 11 3x4 2x4 3x6 3x4 3x6 3x8 2x4 3x6 7-10-12 7-10-12 2-5-4 2-4-12 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [8:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.68 0.38 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.11 0.01 (loc) 5-6 5-6 5 l/defl >999 >824 n/a L/d 480 360 n/a PLATES MT20 Weight: 33 lb FT = 20%F, 11%E GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) *Except* 1-6,3-6,3-5: 2x4 SPF-S Stud(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.(lb/size) 7=422/0-4-4, 5=428/Mechanical Max Grav 7=429(LC 3), 5=433(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-423/0, 4-5=-283/0, 1-2=-686/0, 2-3=-686/0 BOT CHORD 5-6=0/618 WEBS 1-6=0/735, 2-6=-336/0, 3-6=-119/261, 3-5=-686/0 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) 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. February 21,2020 16023 Swingley Ridge Rd Chesterfield, 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 Component available 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 J20000857 Truss FE01 Truss Type GABLE Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 2ND FLOOR Job Reference (optional) I40346792 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:39:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-Rza2yKdrtJVuTTRk_drwyEcPz1pC?GNd91YjSVziyR2 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 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 1-4-0 1-4-0 2-8-0 1-4-0 4-0-0 1-4-0 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 16-0-8 1-4-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [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-R 0.23 0.06 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: 60 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 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=267(LC 3), 14=278(LC 16), 26=309(LC 19), 25=312(LC 20), 24=311(LC 21), 23=311(LC 22), 21=311(LC 23), 20=311(LC 24), 19=311(LC 25), 18=311(LC 26), 17=311(LC 27), 16=312(LC 28), 15=311(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-263/13, 13-14=-268/9 WEBS 2-26=-288/0, 3-25=-290/0, 4-24=-290/0, 5-23=-290/0, 6-21=-290/0, 7-20=-290/0, 8-19=-290/0, 9-18=-290/0, 10-17=-290/0, 11-16=-290/0, 12-15=-289/0 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. February 21,2020 16023 Swingley Ridge Rd Chesterfield, 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 Component available 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 J20000857 Truss FE02 Truss Type Floor Supported Gable Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 2ND FLOOR Job Reference (optional) I40346793 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:39:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-v98Q9gdTeddl5c0wYKM9UR8aZQ8DkjcnOhIG?xziyR1 Scale = 1:10.9 1 2 3 4 5 10 9 8 7 6 11 12 13 14 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 5-6-8 5-6-81-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [10:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.24 0.07 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-6-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) except 10=278(LC 3), 6=282(LC 8), 9=308(LC 9), 8=311(LC 10), 7=316(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-268/10, 5-6=-271/1 WEBS 2-9=-288/0, 3-8=-290/0, 4-7=-293/0 NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. February 21,2020 16023 Swingley Ridge Rd Chesterfield, 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 Component available 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 J20000857 Truss FE03 Truss Type GABLE Qty 8 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 2ND FLOOR Job Reference (optional) I40346794 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:39:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-NLioN0e5Pxlbimb752uO1fhlTqVlTAswcL1qXOziyR0 Scale = 1:14.6 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 3x4 3x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 1-4-0 1-4-0 2-8-0 1-4-0 4-0-0 1-4-0 5-4-0 1-4-0 6-8-0 1-4-0 7-10-12 1-2-12 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [15:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES 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) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 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 7-10-12. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 14, 8 Max Grav All reactions 250 lb or less at joint(s) except 14=267(LC 3), 8=274(LC 10), 13=310(LC 13), 12=312(LC 14), 11=311(LC 15), 10=313(LC 16), 9=306(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-263/13, 7-8=-266/17 WEBS 2-13=-289/0, 3-12=-290/0, 4-11=-290/0, 5-10=-291/0, 6-9=-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) 14, 8. 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. February 21,2020 16023 Swingley Ridge Rd Chesterfield, 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 Component available 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 J20000857 Truss FG01 Truss Type FLOOR GIRDER Qty 4 Ply 2 ONYX+EAST-UPTOWN VWC- BLDG L 2ND FLOOR Job Reference (optional) I40346795 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:39:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-KkpYoigMxY?Jy4lVDTws64m1le02xwvD4fWxbGziyR_ Scale = 1:40.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 27 28 29 30 31 32 33 34 35 36 3x4 3x8 MT18HS FP 6x6 2x4 5x6 8x14 MT18HS 2x4 3x6 FP3x6 FP 2x4 6x8 3x6 3x6 5x12 3x6 6x8 4x10 3x6 6x16 3x6 3x12 5x6 3x6 3x6 5x6 6x10 3x16 MT18HS FP 2x4 SP 20-0-12 20-0-12 24-0-0 3-11-4 2-5-4 0-9-12 1-0-12 0-10-8 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:0-1-8,0-0-8], [12:0-4-0,Edge], [14:0-1-8,0-1-8], [14:0-1-8,Edge], [15: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-S 0.50 0.77 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.37 -0.67 0.11 (loc) 19-20 19-20 15 l/defl >762 >425 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 274 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) *Except* 1-24,3-24,3-22,6-22,14-16,11-19,8-19,8-20: 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.(lb/size) 25=1580/0-5-8, 15=4598/0-5-8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-1570/0, 14-15=-4574/0, 1-2=-3301/0, 2-3=-3318/0, 3-4=-8175/0, 4-6=-8175/0, 6-7=-10310/0, 7-8=-10310/0, 8-10=-11646/0, 10-11=-11646/0, 11-12=-11158/0, 12-13=-8686/0, 13-14=-8511/0 BOT CHORD 22-24=0/5938, 21-22=0/9711, 20-21=0/9711, 19-20=0/11124, 17-19=0/11463, 16-17=0/11135 WEBS 7-20=-350/0, 1-24=0/3609, 2-24=-323/0, 3-24=-2866/0, 3-22=0/2461, 4-22=-339/0, 6-22=-1683/0, 14-16=0/9330, 13-16=-1617/0, 11-17=-513/0, 11-19=-29/528, 10-19=-333/0, 8-19=-79/574, 8-20=-896/0, 6-20=0/945, 12-17=0/373, 12-16=-3294/0 NOTES- 1) Fasten trusses together to act as a single unit as per standard industry detail, or loads are to be evenly applied to all plies. 2) All plates are MT20 plates unless otherwise indicated. 3) The Fabrication Tolerance at joint 18 = 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1981 lb down at 20-0-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-25=-13, 1-12=-80, 12-14=-605 Concentrated Loads (lb) Vert: 12=-1981(B) February 21,2020 16023 Swingley Ridge Rd Chesterfield, 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 Component available 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 J20000857 Truss FG02 Truss Type FLOOR GIRDER Qty 3 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 2ND FLOOR Job Reference (optional) I40346796 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:39:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-owNx?2g_is7AZEKinAR5fHJCK2NjgOJMJJGU7jziyQz Scale = 1:10.9 1 2 3 4 5 8 7 6 9 10 11 12 5x12 3x6 5x12 3x6 6x10 3x6 6x10 3x6 2-9-8 2-9-8 5-7-0 2-9-8 1-3-4 1-2-8 1-2-8 1-4-01-4-0Plate Offsets (X,Y)-- [6:Edge,0-1-8], [8:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.45 0.61 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.02 (loc) 7 7 6 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 36 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=2035/Mechanical, 6=1924/0-3-0 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-450/0, 5-6=-393/0, 2-3=-2378/0, 3-4=-2378/0 BOT CHORD 7-8=0/1909, 6-7=0/1908 WEBS 2-8=-2470/0, 2-7=0/631, 4-7=0/633, 4-6=-2468/0, 3-7=-810/0 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) 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) 868 lb down at 0-8-8, 864 lb down at 2-0-8, and 864 lb down at 3-4-8, and 864 lb down at 4-8-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-8=-13, 1-5=-80 Concentrated Loads (lb) Vert: 9=-868(B) 10=-864(B) 11=-864(B) 12=-864(B) February 21,2020 16023 Swingley Ridge Rd Chesterfield, 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 Component available 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 J20000857 Truss FG03 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 2ND FLOOR Job Reference (optional) I40346797 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:39:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-kJVhQjiEDTNupXT4ubTZkiOZhr3y8D7fmdlbBbziyQx Scale = 1:34.2 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 28 29 30 31 32 33 34 6x6 3x6 FP 3x8 MT18HS FP 6x8 2x4 6x16 2x4 3x6 3x6 FP3x6 FP 3x6 6x8 6x8 3x6 6x16 3x6 6x16 5x12 3x6 5x6 6x16 7x16 MT18HS3x6 6x6 5x8 15-9-0 15-9-0 16-8-12 0-11-12 20-2-8 3-5-12 2-5-4 0-9-12 2-0-0 0-7-4 1-9-4 1-2-8 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [1:0-1-8,0-0-8], [11:0-2-0,Edge], [15:0-6-0,Edge], [20:0-5-8,Edge], [24:0-1-8,0-0-8] 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 0.39 0.62 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.45 0.06 (loc) 19 19 14 l/defl >959 >527 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 138 lb FT = 20%F, 11%E GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) *Except* 21-23: 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) *Except* 1-22,3-22,3-20,6-20,8-18,8-16: 2x4 SPF-S Stud(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.(lb/size) 23=1188/0-5-8, 14=2312/0-3-8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-1178/0, 13-14=-294/0, 1-2=-2553/0, 2-3=-2572/0, 3-5=-5836/0, 5-6=-5836/0, 6-7=-6829/0, 7-8=-6829/0, 8-10=-6564/0, 10-11=-6564/0, 11-12=-5965/0 BOT CHORD 20-22=0/4451, 19-20=0/6649, 18-19=0/6649, 16-18=0/6903, 15-16=0/6286, 14-15=0/2798 WEBS 7-18=-262/62, 1-22=0/2768, 2-22=-311/0, 3-22=-2036/0, 3-20=0/1509, 5-20=-300/0, 6-20=-883/0, 8-18=-252/272, 8-16=-497/0, 12-15=0/3676, 12-14=-3563/0, 6-18=-110/371, 11-15=-1906/0, 11-16=0/470 NOTES- 1) All plates are MT20 plates unless otherwise indicated. 2) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 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) 1377 lb down at 16-8-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-23=-13, 1-11=-80, 11-13=-160 Concentrated Loads (lb) Vert: 11=-1377(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-23=-13, 1-11=-80, 11-13=-160 Continued on page 2 February 21,2020 16023 Swingley Ridge Rd Chesterfield, 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 Component available 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 J20000857 Truss FG03 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 2ND FLOOR Job Reference (optional) I40346797 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:39:46 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-kJVhQjiEDTNupXT4ubTZkiOZhr3y8D7fmdlbBbziyQx LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=-1377(B) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-13, 1-11=-27, 11-13=-107 Concentrated Loads (lb) Vert: 1=-250 11=-602(B) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-13, 1-11=-27, 11-13=-107 Concentrated Loads (lb) Vert: 11=-602(B) 25=-250 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-13, 1-11=-27, 11-13=-107 Concentrated Loads (lb) Vert: 11=-602(B) 26=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-13, 1-11=-27, 11-13=-107 Concentrated Loads (lb) Vert: 11=-602(B) 27=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-13, 1-11=-27, 11-13=-107 Concentrated Loads (lb) Vert: 11=-602(B) 28=-250 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-13, 1-11=-27, 11-13=-107 Concentrated Loads (lb) Vert: 11=-602(B) 29=-250 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-13, 1-11=-27, 11-13=-107 Concentrated Loads (lb) Vert: 11=-602(B) 30=-250 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-13, 1-11=-27, 11-13=-107 Concentrated Loads (lb) Vert: 11=-602(B) 31=-250 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-13, 1-11=-27, 11-13=-107 Concentrated Loads (lb) Vert: 11=-602(B) 32=-250 12) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-13, 1-11=-27, 11-13=-107 Concentrated Loads (lb) Vert: 11=-602(B) 33=-250 13) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-13, 1-11=-27, 11-13=-107 Concentrated Loads (lb) Vert: 11=-602(B) 34=-250 14) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-13, 1-11=-27, 11-13=-107 Concentrated Loads (lb) Vert: 13=-250 11=-602(B) 15) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-13, 1-11=-27, 11-13=-107 Concentrated Loads (lb) Vert: 2=-250 11=-602(B) 16) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-13, 1-11=-27, 11-13=-107 Concentrated Loads (lb) Vert: 3=-250 11=-602(B) 17) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-13, 1-11=-27, 11-13=-107 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, 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 Component available 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 J20000857 Truss FG03 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 2ND FLOOR Job Reference (optional) I40346797 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:39:46 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-kJVhQjiEDTNupXT4ubTZkiOZhr3y8D7fmdlbBbziyQx LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-250 11=-602(B) 18) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-13, 1-11=-27, 11-13=-107 Concentrated Loads (lb) Vert: 6=-250 11=-602(B) 19) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-13, 1-11=-27, 11-13=-107 Concentrated Loads (lb) Vert: 7=-250 11=-602(B) 20) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-13, 1-11=-27, 11-13=-107 Concentrated Loads (lb) Vert: 8=-250 11=-602(B) 21) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-13, 1-11=-27, 11-13=-107 Concentrated Loads (lb) Vert: 10=-250 11=-602(B) 22) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-13, 1-11=-27, 11-13=-107 Concentrated Loads (lb) Vert: 11=-852(B=-602) 23) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14-23=-13, 1-11=-27, 11-13=-107 Concentrated Loads (lb) Vert: 12=-250 11=-602(B) 16023 Swingley Ridge Rd Chesterfield, 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 Component available 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 J20000857 Truss FG04 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 2ND FLOOR Job Reference (optional) I40346798 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:39:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-CV33d3js_nVlQh2GSJ_oHwxkhFSDtp3p?HU8j1ziyQw Scale = 1:9.4 1 2 3 5 4 6 7 8 9 3x8 3x6 3x8 3x6 6x6 3-6-0 3-6-0 1-6-0 1-4-01-4-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.44 0.43 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.02 0.01 (loc) 5 4-5 4 l/defl **** >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 3-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=1430/Mechanical, 4=1470/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-620/0, 3-4=-659/0 BOT CHORD 4-5=0/1118 WEBS 2-5=-1368/0, 2-4=-1368/0 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) 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) 716 lb down at 0-6-8, and 706 lb down at 1-10-8, and 719 lb down at 3-0-8 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: 4-5=-13, 1-3=-220(F=-140) Concentrated Loads (lb) Vert: 2=-706(B) 6=-716(B) 9=-719(B) February 21,2020 16023 Swingley Ridge Rd Chesterfield, 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 Component available 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 J20000857 Truss FG05 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 2ND FLOOR Job Reference (optional) I40346799 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:39:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-d4kCG5llHitKH9nr7RYVuYZFzSXx46BFhFjoKMziyQt Scale = 1:40.7 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 6x6 3x6 FP 3x6 FP 6x8 2x4 6x6 2x4 3x6 FP3x6 FP 3x6 6x8 6x8 3x6 8x10 5x12 3x6 6x8 6x8 3x6 6x8 8x16 7x16 MT18HS 8x16 3x6 6x10 6x8 8x16 6x6 3x6 FP 6x6 15-9-0 15-9-0 16-8-12 0-11-12 20-0-12 3-4-0 22-0-12 2-0-0 24-0-0 1-11-4 2-5-4 0-9-12 1-11-4 0-8-0 1-9-4 1-2-4 1-7-8 1-5-4 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [1:0-1-8,0-0-8], [11:0-2-0,Edge], [15:0-1-8,0-0-8], [15:0-1-8,Edge], [17:0-6-12,Edge], [27:0-6-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.44 0.24 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.20 0.02 (loc) 24 24-25 18 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 186 lb FT = 20%F, 11%E GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) *Except* 9-15,5-15: 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) *Except* 16-19,16-22: 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) *Except* 15-16,13-17,14-17,15-17: 2x4 SP 2400F 2.0E(flat) 1-27,3-27,3-25,6-25,8-23,8-21: 2x4 SPF-S Stud(flat) 12-20: 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-20,17-18. REACTIONS.(lb/size) 28=838/0-5-8, 18=5921/0-3-8, 16=-158/0-5-8 Max Uplift 16=-240(LC 3) Max Grav 28=838(LC 3), 18=5921(LC 1), 16=336(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-28=-828/0, 15-16=-295/279, 1-2=-1735/0, 2-3=-1755/0, 3-4=-3402/0, 4-6=-3402/0, 6-7=-3250/0, 7-8=-3250/0, 8-10=-1613/0, 10-11=-1613/0, 11-12=-867/0, 12-13=0/6169, 13-14=-227/675, 14-15=-258/647 BOT CHORD 25-27=0/2808, 24-25=0/3405, 23-24=0/3405, 21-23=0/2544, 20-21=0/1187, 18-20=-3266/0, 17-18=-5455/0 WEBS 13-18=-3293/0, 1-27=0/1882, 2-27=-312/0, 3-27=-1141/0, 3-25=0/648, 4-25=-297/0, 6-25=-203/301, 8-23=0/771, 8-21=-1060/0, 12-20=0/4420, 12-18=-3862/0, 13-17=0/5605, 6-23=-388/79, 10-21=-267/15, 11-20=-2375/0, 11-21=0/1008, 14-17=-2588/0, 15-17=-748/297 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=240. 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 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) 1452 lb down at 16-8-12, and 2391 lb down at 22-0-12 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). Continued on page 2 February 21,2020 16023 Swingley Ridge Rd Chesterfield, 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 Component available 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 J20000857 Truss FG05 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 2ND FLOOR Job Reference (optional) I40346799 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:39:50 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-d4kCG5llHitKH9nr7RYVuYZFzSXx46BFhFjoKMziyQt LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-28=-13, 1-35=-80, 15-35=-160 Concentrated Loads (lb) Vert: 11=-1416(F) 14=-2355(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-28=-13, 1-35=-80, 15-35=-160 Concentrated Loads (lb) Vert: 11=-1416(F) 14=-2355(B) 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-28=-13, 1-35=-80, 13-35=-160, 13-15=-107 Concentrated Loads (lb) Vert: 11=-1416(F) 14=-2391(B) 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-28=-13, 1-35=-27, 13-35=-107, 13-15=-160 Concentrated Loads (lb) Vert: 11=-1452(F) 14=-2355(B) 5) 3rd unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-28=-13, 1-35=-80, 13-35=-160, 13-15=-107 Concentrated Loads (lb) Vert: 11=-1416(F) 14=-2391(B) 6) 4th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-28=-13, 1-35=-27, 13-35=-107, 13-15=-160 Concentrated Loads (lb) Vert: 11=-1452(F) 14=-2355(B) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-28=-13, 1-35=-27, 15-35=-107 Concentrated Loads (lb) Vert: 1=-250 11=-618(F) 14=-1145(B) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-28=-13, 1-35=-27, 15-35=-107 Concentrated Loads (lb) Vert: 11=-618(F) 14=-1145(B) 29=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-28=-13, 1-35=-27, 15-35=-107 Concentrated Loads (lb) Vert: 11=-618(F) 14=-1145(B) 30=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-28=-13, 1-35=-27, 15-35=-107 Concentrated Loads (lb) Vert: 11=-618(F) 14=-1145(B) 31=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-28=-13, 1-35=-27, 15-35=-107 Concentrated Loads (lb) Vert: 5=-250 11=-618(F) 14=-1145(B) 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-28=-13, 1-35=-27, 15-35=-107 Concentrated Loads (lb) Vert: 11=-618(F) 14=-1145(B) 32=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-28=-13, 1-35=-27, 15-35=-107 Concentrated Loads (lb) Vert: 11=-618(F) 14=-1145(B) 33=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-28=-13, 1-35=-27, 15-35=-107 Concentrated Loads (lb) Vert: 11=-618(F) 14=-1145(B) 34=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-28=-13, 1-35=-27, 15-35=-107 Concentrated Loads (lb) Vert: 11=-618(F) 14=-1145(B) 35=-250 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, 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 Component available 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 J20000857 Truss FG05 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 2ND FLOOR Job Reference (optional) I40346799 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:39:50 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-d4kCG5llHitKH9nr7RYVuYZFzSXx46BFhFjoKMziyQt LOAD CASE(S) Standard 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-28=-13, 1-35=-27, 15-35=-107 Concentrated Loads (lb) Vert: 11=-618(F) 14=-1145(B) 36=-250 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-28=-13, 1-35=-27, 15-35=-107 Concentrated Loads (lb) Vert: 11=-618(F) 14=-1145(B) 37=-250 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-28=-13, 1-35=-27, 15-35=-107 Concentrated Loads (lb) Vert: 11=-618(F) 14=-1145(B) 38=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-28=-13, 1-35=-27, 15-35=-107 Concentrated Loads (lb) Vert: 11=-618(F) 14=-1145(B) 39=-250 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-28=-13, 1-35=-27, 15-35=-107 Concentrated Loads (lb) Vert: 15=-250 11=-618(F) 14=-1145(B) 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-28=-13, 1-35=-27, 15-35=-107 Concentrated Loads (lb) Vert: 2=-250 11=-618(F) 14=-1145(B) 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-28=-13, 1-35=-27, 15-35=-107 Concentrated Loads (lb) Vert: 3=-250 11=-618(F) 14=-1145(B) 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-28=-13, 1-35=-27, 15-35=-107 Concentrated Loads (lb) Vert: 4=-250 11=-618(F) 14=-1145(B) 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-28=-13, 1-35=-27, 15-35=-107 Concentrated Loads (lb) Vert: 6=-250 11=-618(F) 14=-1145(B) 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-28=-13, 1-35=-27, 15-35=-107 Concentrated Loads (lb) Vert: 7=-250 11=-618(F) 14=-1145(B) 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-28=-13, 1-35=-27, 15-35=-107 Concentrated Loads (lb) Vert: 8=-250 11=-618(F) 14=-1145(B) 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-28=-13, 1-35=-27, 15-35=-107 Concentrated Loads (lb) Vert: 10=-250 11=-618(F) 14=-1145(B) 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-28=-13, 1-35=-27, 15-35=-107 Concentrated Loads (lb) Vert: 11=-868(F=-618) 14=-1145(B) 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-28=-13, 1-35=-27, 15-35=-107 Concentrated Loads (lb) Vert: 12=-250 11=-618(F) 14=-1145(B) 30) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-28=-13, 1-35=-27, 15-35=-107 Concentrated Loads (lb) Vert: 13=-250 11=-618(F) 14=-1145(B) Continued on page 4 16023 Swingley Ridge Rd Chesterfield, 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 Component available 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 J20000857 Truss FG05 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 2ND FLOOR Job Reference (optional) I40346799 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:39:50 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-d4kCG5llHitKH9nr7RYVuYZFzSXx46BFhFjoKMziyQt LOAD CASE(S) Standard 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-28=-13, 1-35=-27, 15-35=-107 Concentrated Loads (lb) Vert: 11=-618(F) 14=-1395(B=-1145) 16023 Swingley Ridge Rd Chesterfield, 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 Component available 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 J20000857 Truss FG06 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 2ND FLOOR Job Reference (optional) I40346800 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:39:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-5GIaTRmN2??BvJM2h83kRm6PFsl5pc5OwvTMtpziyQs Scale = 1:10.6 1 2 3 4 5 8 7 6 9 10 11 12 6x16 3x6 6x16 3x6 6x8 4x6 6x8 3x6 2-9-4 2-9-4 5-6-8 2-9-4 1-3-2 1-2-6 1-2-6 1-4-01-4-0Plate Offsets (X,Y)-- [6:Edge,0-1-8], [8:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.47 0.69 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 0.02 (loc) 7 7 6 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 5-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=2409/Mechanical, 6=2345/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-527/0, 5-6=-456/0, 2-3=-2784/0, 3-4=-2784/0 BOT CHORD 7-8=0/2168, 6-7=0/2207 WEBS 2-8=-2860/0, 2-7=0/818, 4-7=0/767, 4-6=-2911/0, 3-7=-1005/0 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, 10, 11 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 963 lb down at 0-8-0, 958 lb down at 2-1-0, and 958 lb down at 3-5-0, and 958 lb down at 4-9-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-8=-13, 1-5=-160 Concentrated Loads (lb) Vert: 9=-963(B) 10=-958(B) 11=-958(B) 12=-958(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-8=-13, 1-5=-160 Concentrated Loads (lb) Vert: 9=-963(B) 10=-958(B) 11=-958(B) 12=-958(B) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 February 21,2020 16023 Swingley Ridge Rd Chesterfield, 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 Component available 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 J20000857 Truss FG06 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 2ND FLOOR Job Reference (optional) I40346800 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:39:51 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-5GIaTRmN2??BvJM2h83kRm6PFsl5pc5OwvTMtpziyQs LOAD CASE(S) Standard Uniform Loads (plf) Vert: 6-8=-13, 1-5=-107 Concentrated Loads (lb) Vert: 1=-250 9=-417(B) 10=-416(B) 11=-416(B) 12=-416(B) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-13, 1-5=-107 Concentrated Loads (lb) Vert: 9=-667(B=-417) 10=-416(B) 11=-416(B) 12=-416(B) 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-13, 1-5=-107 Concentrated Loads (lb) Vert: 9=-417(B) 10=-666(B=-416) 11=-416(B) 12=-416(B) 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-13, 1-5=-107 Concentrated Loads (lb) Vert: 9=-417(B) 10=-416(B) 11=-666(B=-416) 12=-416(B) 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-13, 1-5=-107 Concentrated Loads (lb) Vert: 9=-417(B) 10=-416(B) 11=-416(B) 12=-666(B=-416) 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-13, 1-5=-107 Concentrated Loads (lb) Vert: 5=-250 9=-417(B) 10=-416(B) 11=-416(B) 12=-416(B) 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-13, 1-5=-107 Concentrated Loads (lb) Vert: 2=-250 9=-417(B) 10=-416(B) 11=-416(B) 12=-416(B) 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-13, 1-5=-107 Concentrated Loads (lb) Vert: 3=-250 9=-417(B) 10=-416(B) 11=-416(B) 12=-416(B) 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-8=-13, 1-5=-107 Concentrated Loads (lb) Vert: 4=-250 9=-417(B) 10=-416(B) 11=-416(B) 12=-416(B) 16023 Swingley Ridge Rd Chesterfield, 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 Component available 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 J20000857 Truss FG07 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 2ND FLOOR Job Reference (optional) I40346801 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:39:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-Vr_i5ToFLwOlmm5dMHcR3Okxj4p80xgrcth0T7ziyQp Scale = 1:41.4 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 6x6 3x8 MT18HS FP 3x16 MT18HS FP 6x8 2x4 3x6 3x6 3x6 FP3x6 FP 3x6 6x10 6x10 3x6 6x16 3x6 5x12 5x12 3x6 6x10 6x10 5x12 3x6 6x10 6x6 8x16 3x8 MT18HS FP 3x6 7x16 MT18HS 20-9-0 20-9-0 22-0-12 1-3-12 24-0-0 1-11-4 2-5-4 0-9-12 1-11-4 1-0-0 1-3-12 0-1-8 0-1-8 1-2-81-4-00-1-81-4-0Plate Offsets (X,Y)-- [1:0-1-8,0-0-8], [3:0-6-0,Edge], [6:0-4-12,Edge], [13:0-3-8,Edge], [15:Edge,0-3-0], [19:0-6-0,Edge], [21:0-4-12,Edge], [23:0-6-0,Edge], [27:0-1-8,0-0-6] 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 0.33 0.54 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.63 0.09 (loc) 19-21 19-21 15 l/defl >937 >453 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 218 lb FT = 20%F, 11%E GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SPF No.2(flat) *Except* 1-26,6-22,7-21,2-25,4-23,10-19,6-21,12-17: 2x4 SP No.3(flat) 15-27,14-15,13-16,13-17,13-15: 2x4 SP 2400F 2.0E(flat) 11-17: 2x4 SPF-S Stud(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.(lb/size) 26=1369/0-5-8, 15=3728/0-5-8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-1351/0, 14-15=-347/0, 1-2=-3048/0, 2-3=-3048/0, 3-4=-7115/0, 4-6=-7115/0, 6-7=-8725/0, 7-8=-8711/0, 8-10=-9151/0, 10-11=-9151/0, 11-12=-7036/0, 12-13=-7052/0 BOT CHORD 23-25=0/5305, 22-23=0/8285, 21-22=0/8282, 19-21=0/9148, 17-19=0/8357, 16-17=0/5629, 15-16=0/5630 WEBS 7-21=-288/19, 1-25=0/3288, 2-25=-300/0, 3-25=-2460/0, 3-23=0/1973, 4-23=-307/0, 6-23=-1279/0, 11-17=-1507/0, 11-19=0/867, 10-19=-404/0, 8-19=-179/417, 8-21=-608/0, 6-21=0/648, 12-17=-424/0, 13-17=0/1803, 13-15=-6631/0 NOTES- 1) All plates are MT20 plates unless otherwise indicated. 2) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2291 lb down at 22-0-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-26=-13, 1-10=-80, 10-14=-160 Concentrated Loads (lb) Vert: 13=-2291(F) Continued on page 2 February 21,2020 16023 Swingley Ridge Rd Chesterfield, 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 Component available 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 J20000857 Truss FG07 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 2ND FLOOR Job Reference (optional) I40346801 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:39:54 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-Vr_i5ToFLwOlmm5dMHcR3Okxj4p80xgrcth0T7ziyQp LOAD CASE(S) Standard 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-26=-13, 1-10=-80, 10-14=-160 Concentrated Loads (lb) Vert: 13=-2291(F) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 1=-250 13=-1118(F) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 13=-1118(F) 28=-250 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 13=-1118(F) 29=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 13=-1118(F) 30=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 5=-250 13=-1118(F) 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 13=-1118(F) 31=-250 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 13=-1118(F) 32=-250 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 9=-250 13=-1118(F) 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 13=-1118(F) 33=-250 12) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 13=-1118(F) 34=-250 13) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 13=-1118(F) 35=-250 14) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 13=-1118(F) 36=-250 15) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 14=-250 13=-1118(F) 16) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 2=-250 13=-1118(F) Continued on page 3 16023 Swingley Ridge Rd Chesterfield, 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 Component available 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 J20000857 Truss FG07 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 2ND FLOOR Job Reference (optional) I40346801 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:39:54 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-Vr_i5ToFLwOlmm5dMHcR3Okxj4p80xgrcth0T7ziyQp LOAD CASE(S) Standard 17) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 3=-250 13=-1118(F) 18) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 4=-250 13=-1118(F) 19) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 6=-250 13=-1118(F) 20) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 7=-250 13=-1118(F) 21) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 8=-250 13=-1118(F) 22) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 10=-250 13=-1118(F) 23) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 11=-250 13=-1118(F) 24) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 13=-1118(F) 12=-250 25) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 13=-1368(F=-1118) 16023 Swingley Ridge Rd Chesterfield, 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 Component available 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 J20000857 Truss FG08 Truss Type FLOOR GIRDER Qty 4 Ply 2 ONYX+EAST-UPTOWN VWC- BLDG L 2ND FLOOR Job Reference (optional) I40346802 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:39:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-RE6TW8qVtYeT?4E?Uifv8ppGptUoUuV73BA7Y0ziyQn Scale = 1:40.7 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 6x6 3x16 MT18HS FP 2x4 SP 3x16 MT18HS FP 2x4 SP 2x4 6x10 2x4 6x10 3x6 FP 3x6 6x10 6x10 3x6 6x16 3x6 6x16 5x12 3x6 6x16 3x6 6x16 5x12 3x6 5x12 3x6 FP 6x6 24-0-0 24-0-0 2-5-4 0-9-12 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [6:0-4-12,Edge], [8:0-6-0,Edge], [12:0-1-8,Edge], [15:0-6-0,Edge], [17:0-3-12,Edge], [20:0-6-0,Edge], [23:0-1-8,0-1-0], [24:0-1-8,0-1-0] 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 0.42 0.59 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.40 -0.71 0.09 (loc) 15-17 15-17 13 l/defl >720 >402 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 422 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* 22-23,1-22,13-24,12-13,1-21,12-14: 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.(lb/size) 22=3843/0-5-8, 13=3837/0-5-8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-3818/0, 12-13=-3812/0, 1-2=-8364/0, 2-3=-8364/0, 3-4=-18209/0, 4-6=-18209/0, 6-7=-20740/0, 7-8=-20684/0, 8-9=-18113/0, 9-10=-18113/0, 10-11=-8351/0, 11-12=-8351/0 BOT CHORD 20-21=0/14123, 18-20=0/20285, 17-18=0/20284, 15-17=0/20137, 14-15=0/14127 WEBS 7-17=-582/0, 1-21=0/8842, 2-21=-895/0, 3-21=-6277/0, 3-20=0/4452, 4-20=-803/0, 6-20=-2270/0, 12-14=0/8828, 11-14=-884/0, 10-14=-6295/0, 10-15=0/4343, 9-15=-638/0, 8-15=-2273/0, 8-17=-11/586, 6-17=0/627 NOTES- 1) Fasten trusses together to act as a single unit as per standard industry detail, or loads are to be evenly applied to all plies. 2) All plates are MT20 plates unless otherwise indicated. 3) The Fabrication Tolerance at joint 19 = 11%, joint 16 = 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 371 lb down at 0-9-10, 364 lb down at 2-4-13, 364 lb down at 4-0-0, 364 lb down at 5-7-3, 364 lb down at 7-2-6, 364 lb down at 8-9-9, 364 lb down at 10-4-12, 364 lb down at 11-11-15, 364 lb down at 13-7-2, 364 lb down at 15-2-5, 364 lb down at 16-10-8, 364 lb down at 18-4-11, 364 lb down at 19-11-14, and 364 lb down at 21-7-1, and 371 lb down at 23-2-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 13-22=-13, 1-12=-80 Continued on page 2 February 21,2020 16023 Swingley Ridge Rd Chesterfield, 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 Component available 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 J20000857 Truss FG08 Truss Type FLOOR GIRDER Qty 4 Ply 2 ONYX+EAST-UPTOWN VWC- BLDG L 2ND FLOOR Job Reference (optional) I40346802 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:39:56 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-RE6TW8qVtYeT?4E?Uifv8ppGptUoUuV73BA7Y0ziyQn LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-364(B) 25=-371(B) 27=-364(B) 28=-364(B) 29=-364(B) 31=-364(B) 32=-364(B) 34=-364(B) 36=-364(B) 37=-364(B) 38=-364(B) 40=-364(B) 41=-364(B) 42=-364(B) 44=-371(B) PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.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 8 7 654321BOTTOM 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 System General 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