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HomeMy WebLinkAboutBldg L - Third 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: I40346805 thru I40346818 My license renewal date for the state of Indiana is July 31, 2020. J20000860 ONYX+EAST-UPTOWN VWC- BLDG L 3RD 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 J20000860 Truss F08 Truss Type FLOOR Qty 48 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 3RD FLOOR Job Reference (optional) I40346805 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:40:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-hEgIz18plXvn74E??97?BIulSMKvaX?y2ETVTWziyQN 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 J20000860 Truss F09 Truss Type Floor Qty 16 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 3RD FLOOR Job Reference (optional) I40346806 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:40:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-9QEgBN9RWr1elDoBZseEkVQp6mdxJ3r6GuD2?yziyQM 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=913/0-3-8, 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 J20000860 Truss F10 Truss Type Floor Qty 12 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 3RD FLOOR Job Reference (optional) I40346807 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:40:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-5pMRc3Ai2SIM_XyagHgipwW8UZJ8nzTPkBi93qziyQK 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=926/0-3-8, 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 J20000860 Truss F11 Truss Type Floor Qty 12 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 3RD FLOOR Job Reference (optional) I40346808 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:40:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-Z?wppPBKpmQDchXmE?BxM82JezfSWPUYzrRicHziyQJ Scale = 1:30.3 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 27 3x4 3x8 MT18HS FP 2x4 4x6 3x4 4x8 3x6 FP 2x4 3x8 3x8 2x4 4x10 2x4 4x8 3x8 2x4 4x8 5x12 2x4 10-4-8 10-4-8 10-9-6 0-4-14 11-2-4 0-4-14 18-3-0 7-0-12 2-5-4 0-9-12 1-8-4 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [10:0-3-0,Edge], [19:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.71 0.87 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.33 0.06 (loc) 14-15 14-15 11 l/defl >999 >655 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 80 lb FT = 20%F, 11%E GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) *Except* 1-17,3-17,3-15,5-15,7-13,7-12,10-12: 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) 18=835/0-3-8, 11=840/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-827/0, 10-11=-840/0, 1-2=-1573/0, 2-3=-1588/0, 3-4=-3100/0, 4-5=-3100/0, 5-6=-2982/0, 6-7=-2982/0, 7-9=-1199/0, 9-10=-1192/0 BOT CHORD 15-17=0/2553, 14-15=0/3085, 13-14=0/3085, 12-13=0/2316 WEBS 6-13=-285/55, 1-17=0/1702, 2-17=-326/0, 3-17=-1066/0, 3-15=0/622, 4-15=-316/0, 5-15=-229/284, 7-13=0/740, 7-12=-1238/0, 9-12=-313/0, 10-12=0/1427, 5-13=-317/155 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 J20000860 Truss F12 Truss Type FLOOR Qty 16 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 3RD FLOOR Job Reference (optional) I40346809 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:40:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-1CTB1lCya3Y4Dr6yoiiAuLbc2N36FmGhBVBG8jziyQI 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=1011/0-3-8, 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 J20000860 Truss FE04 Truss Type Floor Supported Gable Qty 8 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 3RD FLOOR Job Reference (optional) I40346810 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:40:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-Sn9JfmEqs_we4IrXTrGtW_D75aDLSK?8tTPwl2ziyQF Scale = 1:40.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 3x4 3x6 FP 2x4 2x4 3x4 2x4 2x4 3x6 FP 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 24-0-0 24-0-0 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [20:0-1-8,Edge], [41:0-1-8,0-1-0], [42:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.23 0.04 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 21 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 88 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 24-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 40, 21 Max Grav All reactions 250 lb or less at joint(s) except 40=266(LC 3), 21=266(LC 22), 39=310(LC 25), 38=312(LC 26), 37=311(LC 27), 36=311(LC 28), 35=311(LC 29), 34=311(LC 30), 33=311(LC 31), 31=311(LC 32), 30=311(LC 33), 29=311(LC 34), 28=311(LC 35), 27=311(LC 36), 26=311(LC 37), 25=311(LC 38), 24=311(LC 39), 23=312(LC 40), 22=310(LC 41) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-40=-262/13, 20-21=-262/13 WEBS 2-39=-289/0, 3-38=-290/0, 4-37=-290/0, 5-36=-290/0, 6-35=-290/0, 7-34=-290/0, 8-33=-290/0, 9-31=-290/0, 10-30=-290/0, 11-29=-290/0, 13-28=-290/0, 14-27=-290/0, 15-26=-290/0, 16-25=-290/0, 17-24=-290/0, 18-23=-290/0, 19-22=-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) 40, 21. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 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 J20000860 Truss FE05 Truss Type Floor Supported Gable Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 3RD FLOOR Job Reference (optional) I40346811 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:40:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-O9H44SG5OcAMKc_wbFILbPITROuOwEURLnu1pxziyQD 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 J20000860 Truss FG09 Truss Type FLOOR GIRDER Qty 4 Ply 2 ONYX+EAST-UPTOWN VWC- BLDG L 3RD FLOOR Job Reference (optional) I40346812 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:40:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-KYPqV8HLwDQ4Zw8JigKphqOq?CRgO14jo5N7upziyQB Scale = 1:40.0 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 4x6 6x8 2x4 3x6 FP3x6 FP 2x4 6x6 3x6 3x6 4x10 3x6 6x8 3x12 3x6 6x16 3x6 3x12 5x6 3x6 3x6 5x6 6x10 3x16 MT18HS FP 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], [14:0-1-8,0-0-8], [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 0.18 0.66 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.54 0.10 (loc) 19-20 19-20 15 l/defl >999 >529 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 2100F 1.8E(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=1463/0-5-8, 15=3141/0-5-8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-1454/0, 14-15=-3123/0, 1-2=-3049/0, 2-3=-3067/0, 3-4=-7414/0, 4-6=-7414/0, 6-7=-9195/0, 7-8=-9195/0, 8-10=-10028/0, 10-11=-10028/0, 11-12=-9142/0, 12-13=-6462/0, 13-14=-6411/0 BOT CHORD 22-24=0/5403, 21-22=0/8658, 20-21=0/8658, 19-20=0/9720, 17-19=0/9561, 16-17=0/9111 WEBS 7-20=-390/0, 1-24=0/3334, 2-24=-330/0, 3-24=-2555/0, 3-22=0/2212, 4-22=-355/0, 6-22=-1362/0, 14-16=0/7030, 13-16=-541/0, 11-17=-565/0, 11-19=0/587, 10-19=-353/0, 8-19=-84/479, 8-20=-577/0, 6-20=0/849, 12-17=0/396, 12-16=-3562/0 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2086 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=-160 Concentrated Loads (lb) Vert: 12=-2086(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 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 J20000860 Truss FG09 Truss Type FLOOR GIRDER Qty 4 Ply 2 ONYX+EAST-UPTOWN VWC- BLDG L 3RD FLOOR Job Reference (optional) I40346812 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:40:34 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-KYPqV8HLwDQ4Zw8JigKphqOq?CRgO14jo5N7upziyQB LOAD CASE(S) Standard Uniform Loads (plf) Vert: 15-25=-13, 1-12=-80, 12-14=-160 Concentrated Loads (lb) Vert: 12=-2086(B) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-12=-27, 12-14=-107 Concentrated Loads (lb) Vert: 1=-250 12=-1042(B) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-12=-27, 12-14=-107 Concentrated Loads (lb) Vert: 12=-1042(B) 26=-250 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-12=-27, 12-14=-107 Concentrated Loads (lb) Vert: 12=-1042(B) 27=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-12=-27, 12-14=-107 Concentrated Loads (lb) Vert: 12=-1042(B) 28=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-12=-27, 12-14=-107 Concentrated Loads (lb) Vert: 12=-1042(B) 29=-250 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-12=-27, 12-14=-107 Concentrated Loads (lb) Vert: 12=-1042(B) 30=-250 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-12=-27, 12-14=-107 Concentrated Loads (lb) Vert: 12=-1042(B) 31=-250 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-12=-27, 12-14=-107 Concentrated Loads (lb) Vert: 12=-1042(B) 32=-250 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-12=-27, 12-14=-107 Concentrated Loads (lb) Vert: 12=-1042(B) 33=-250 12) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-12=-27, 12-14=-107 Concentrated Loads (lb) Vert: 12=-1042(B) 34=-250 13) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-12=-27, 12-14=-107 Concentrated Loads (lb) Vert: 12=-1042(B) 35=-250 14) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-12=-27, 12-14=-107 Concentrated Loads (lb) Vert: 12=-1042(B) 36=-250 15) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-12=-27, 12-14=-107 Concentrated Loads (lb) Vert: 14=-250 12=-1042(B) 16) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-12=-27, 12-14=-107 Concentrated Loads (lb) Vert: 2=-250 12=-1042(B) 17) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 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 J20000860 Truss FG09 Truss Type FLOOR GIRDER Qty 4 Ply 2 ONYX+EAST-UPTOWN VWC- BLDG L 3RD FLOOR Job Reference (optional) I40346812 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:40:34 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-KYPqV8HLwDQ4Zw8JigKphqOq?CRgO14jo5N7upziyQB LOAD CASE(S) Standard Uniform Loads (plf) Vert: 15-25=-13, 1-12=-27, 12-14=-107 Concentrated Loads (lb) Vert: 3=-250 12=-1042(B) 18) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-12=-27, 12-14=-107 Concentrated Loads (lb) Vert: 4=-250 12=-1042(B) 19) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-12=-27, 12-14=-107 Concentrated Loads (lb) Vert: 6=-250 12=-1042(B) 20) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-12=-27, 12-14=-107 Concentrated Loads (lb) Vert: 7=-250 12=-1042(B) 21) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-12=-27, 12-14=-107 Concentrated Loads (lb) Vert: 8=-250 12=-1042(B) 22) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-12=-27, 12-14=-107 Concentrated Loads (lb) Vert: 10=-250 12=-1042(B) 23) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-12=-27, 12-14=-107 Concentrated Loads (lb) Vert: 11=-250 12=-1042(B) 24) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-12=-27, 12-14=-107 Concentrated Loads (lb) Vert: 12=-1292(B=-1042) 25) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-25=-13, 1-12=-27, 12-14=-107 Concentrated Loads (lb) Vert: 13=-250 12=-1042(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 J20000860 Truss FG10 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 3RD FLOOR Job Reference (optional) I40346813 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:40:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-okyCiUIzhXYxB3jVGOs2D1wvCbh?7RYt1l7hQFziyQA Scale = 1:11.4 1 2 3 4 5 9 8 7 6 10 11 12 13 14 5x12 3x6 5x12 3x6 8x8 4x6 4x6 4x6 8x8 6-1-0 6-1-0 0-11-3 1-4-01-4-0Plate Offsets (X,Y)-- [6:Edge,0-1-8], [9:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.53 0.97 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.02 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 38 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=2140/Mechanical, 6=2329/0-3-0 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-280/7, 5-6=-342/0, 2-3=-2586/0, 3-4=-2607/0 BOT CHORD 8-9=0/1921, 7-8=0/3231, 6-7=0/1964 WEBS 2-9=-2836/0, 2-8=0/1054, 3-8=-1023/0, 3-7=-990/0, 4-7=0/1020, 4-6=-2898/0 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) 864 lb down at 1-2-8, 864 lb down at 2-6-8, and 864 lb down at 3-10-8, and 864 lb down at 5-2-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-9=-13, 1-5=-160 Concentrated Loads (lb) Vert: 2=-864(B) 12=-864(B) 13=-864(B) 14=-864(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-9=-13, 1-5=-160 Concentrated Loads (lb) Vert: 2=-864(B) 12=-864(B) 13=-864(B) 14=-864(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 J20000860 Truss FG10 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 3RD FLOOR Job Reference (optional) I40346813 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:40:35 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-okyCiUIzhXYxB3jVGOs2D1wvCbh?7RYt1l7hQFziyQA LOAD CASE(S) Standard Uniform Loads (plf) Vert: 6-9=-13, 1-5=-107 Concentrated Loads (lb) Vert: 1=-250 2=-376(B) 12=-376(B) 13=-376(B) 14=-376(B) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-13, 1-5=-107 Concentrated Loads (lb) Vert: 2=-376(B) 10=-250 12=-376(B) 13=-376(B) 14=-376(B) 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-13, 1-5=-107 Concentrated Loads (lb) Vert: 2=-376(B) 11=-250 12=-376(B) 13=-376(B) 14=-376(B) 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-13, 1-5=-107 Concentrated Loads (lb) Vert: 2=-376(B) 12=-376(B) 13=-626(B=-376) 14=-376(B) 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-13, 1-5=-107 Concentrated Loads (lb) Vert: 2=-376(B) 12=-376(B) 13=-376(B) 14=-626(B=-376) 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-13, 1-5=-107 Concentrated Loads (lb) Vert: 5=-250 2=-376(B) 12=-376(B) 13=-376(B) 14=-376(B) 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-13, 1-5=-107 Concentrated Loads (lb) Vert: 2=-626(B=-376) 12=-376(B) 13=-376(B) 14=-376(B) 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-13, 1-5=-107 Concentrated Loads (lb) Vert: 2=-376(B) 3=-250 12=-376(B) 13=-376(B) 14=-376(B) 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-13, 1-5=-107 Concentrated Loads (lb) Vert: 2=-376(B) 4=-250 12=-376(B) 13=-376(B) 14=-376(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 J20000860 Truss FG11 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 3RD FLOOR Job Reference (optional) I40346814 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:40:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-DJeLKVKr_SwW2XS4xWPlrgYU0ppbKl6JjjLL1aziyQ7 Scale = 1:34.2 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 6x6 3x6 FP 3x8 MT18HS FP 6x8 2x4 6x16 2x4 3x6 3x6 FP3x6 FP 3x6 6x8 6x8 3x6 6x16 3x6 6x16 5x12 3x6 6x6 6x10 3x6 6x6 8x16 18-4-12 18-4-12 20-2-8 1-9-12 2-5-4 0-9-12 1-10-0 1-3-12 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [1:0-1-8,0-0-8], [11:0-4-12,Edge], [19:0-6-0,Edge], [23:0-1-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.30 0.59 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.40 0.06 (loc) 18 18 13 l/defl >999 >592 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 135 lb FT = 20%F, 11%E GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) *Except* 9-12,4-12: 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) *Except* 20-22: 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) *Except* 1-21,3-21,3-19,6-19,8-17,8-15,11-15: 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=1141/0-3-8, 13=2714/0-3-8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-1129/0, 12-13=-331/0, 1-2=-2440/0, 2-3=-2460/0, 3-5=-5509/0, 5-6=-5509/0, 6-7=-6345/0, 7-8=-6345/0, 8-10=-5573/0, 10-11=-5553/0 BOT CHORD 19-21=0/4228, 18-19=0/6202, 17-18=0/6202, 15-17=0/6319, 14-15=0/4055, 13-14=0/4055 WEBS 7-17=-257/66, 1-21=0/2646, 2-21=-312/0, 3-21=-1916/0, 3-19=0/1396, 5-19=-301/0, 6-19=-753/0, 8-17=-291/238, 8-15=-810/0, 10-15=-505/0, 6-17=-82/399, 11-15=0/1693, 11-13=-4782/0 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 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) 1496 lb down at 18-4-12 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: 13-22=-13, 1-8=-80, 8-12=-160 Concentrated Loads (lb) Vert: 11=-1496(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 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 J20000860 Truss FG11 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 3RD FLOOR Job Reference (optional) I40346814 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:40:38 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-DJeLKVKr_SwW2XS4xWPlrgYU0ppbKl6JjjLL1aziyQ7 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 13-22=-13, 1-8=-80, 8-12=-160 Concentrated Loads (lb) Vert: 11=-1496(B) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 13-22=-13, 1-8=-27, 8-12=-107 Concentrated Loads (lb) Vert: 1=-250 11=-653(B) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 13-22=-13, 1-8=-27, 8-12=-107 Concentrated Loads (lb) Vert: 11=-653(B) 24=-250 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 13-22=-13, 1-8=-27, 8-12=-107 Concentrated Loads (lb) Vert: 11=-653(B) 25=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 13-22=-13, 1-8=-27, 8-12=-107 Concentrated Loads (lb) Vert: 11=-653(B) 26=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 13-22=-13, 1-8=-27, 8-12=-107 Concentrated Loads (lb) Vert: 11=-653(B) 27=-250 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 13-22=-13, 1-8=-27, 8-12=-107 Concentrated Loads (lb) Vert: 11=-653(B) 28=-250 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 13-22=-13, 1-8=-27, 8-12=-107 Concentrated Loads (lb) Vert: 11=-653(B) 29=-250 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 13-22=-13, 1-8=-27, 8-12=-107 Concentrated Loads (lb) Vert: 9=-250 11=-653(B) 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 13-22=-13, 1-8=-27, 8-12=-107 Concentrated Loads (lb) Vert: 11=-653(B) 30=-250 12) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 13-22=-13, 1-8=-27, 8-12=-107 Concentrated Loads (lb) Vert: 11=-653(B) 31=-250 13) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 13-22=-13, 1-8=-27, 8-12=-107 Concentrated Loads (lb) Vert: 12=-250 11=-653(B) 14) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 13-22=-13, 1-8=-27, 8-12=-107 Concentrated Loads (lb) Vert: 2=-250 11=-653(B) 15) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 13-22=-13, 1-8=-27, 8-12=-107 Concentrated Loads (lb) Vert: 3=-250 11=-653(B) 16) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 13-22=-13, 1-8=-27, 8-12=-107 Concentrated Loads (lb) Vert: 5=-250 11=-653(B) 17) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 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 J20000860 Truss FG11 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 3RD FLOOR Job Reference (optional) I40346814 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:40:38 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-DJeLKVKr_SwW2XS4xWPlrgYU0ppbKl6JjjLL1aziyQ7 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 13-22=-13, 1-8=-27, 8-12=-107 Concentrated Loads (lb) Vert: 6=-250 11=-653(B) 18) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 13-22=-13, 1-8=-27, 8-12=-107 Concentrated Loads (lb) Vert: 7=-250 11=-653(B) 19) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 13-22=-13, 1-8=-27, 8-12=-107 Concentrated Loads (lb) Vert: 8=-250 11=-653(B) 20) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 13-22=-13, 1-8=-27, 8-12=-107 Concentrated Loads (lb) Vert: 10=-250 11=-653(B) 21) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 13-22=-13, 1-8=-27, 8-12=-107 Concentrated Loads (lb) Vert: 11=-903(B=-653) 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 J20000860 Truss FG12 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 3RD FLOOR Job Reference (optional) I40346815 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:40:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-hVCjYrLUll2Ngh1GVDw_Ot5cvDB_3KUSyN5uZ1ziyQ6 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 0.48 0.46 0.36 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=1549/Mechanical, 4=1593/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-674/0, 3-4=-717/0 BOT CHORD 4-5=0/1211 WEBS 2-5=-1481/0, 2-4=-1481/0 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) 797 lb down at 0-6-8, and 787 lb down at 1-10-8, and 800 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=-787(B) 6=-797(B) 9=-800(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 J20000860 Truss FG13 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 3RD FLOOR Job Reference (optional) I40346816 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:40:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-ZHREODO_o_Zo8IK1k3?wYjFLoqcB?3M2t?36ioziyQ2 Scale = 1:40.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 28 29 30 31 32 33 34 35 36 37 6x6 3x6 FP 3x6 FP 6x8 2x4 6x6 2x4 3x6 FP3x6 FP 3x6 6x8 6x8 3x6 8x10 8x16 6x10 3x6 6x8 6x8 3x6 6x8 6x16 3x6 8x16 6x6 3x6 FP 6x6 8x16 6x16 15-9-0 15-9-0 18-4-12 2-7-12 20-0-12 1-8-0 22-0-12 2-0-0 24-0-0 1-11-4 2-5-4 0-9-12 1-11-4 2-4-12 1-2-12 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], [11:0-6-0,Edge], [14:0-1-8,0-0-8], [14:0-1-8,Edge], [16:0-6-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.23 0.25 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.19 0.02 (loc) 23 23-24 17 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 184 lb FT = 20%F, 11%E GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) *Except* 9-14,5-14: 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) *Except* 15-19,15-21: 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) *Except* 14-15,12-16,13-16,14-16: 2x4 SP 2400F 2.0E(flat) 1-26,3-26,3-24,6-24,8-22,8-20,11-20: 2x4 SPF-S Stud(flat) 12-18: 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 6-0-0 oc bracing. REACTIONS.(lb/size) 27=809/0-5-8, 17=5877/0-3-8, 15=-57/0-5-8 Max Uplift 15=-138(LC 3) Max Grav 27=810(LC 3), 17=5877(LC 1), 15=450(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-799/0, 14-15=-398/190, 1-2=-1668/0, 2-3=-1688/0, 3-4=-3203/0, 4-6=-3203/0, 6-7=-2962/0, 7-8=-2962/0, 8-10=-1179/0, 10-11=-1148/0, 11-12=0/1602, 12-13=-401/527, 13-14=-430/501 BOT CHORD 24-26=0/2674, 23-24=0/3142, 22-23=0/3142, 20-22=0/2177, 18-20=-844/0, 17-18=-5219/0, 16-17=-5089/0 WEBS 7-22=-250/64, 12-17=-5580/0, 1-26=0/1809, 2-26=-312/0, 3-26=-1069/0, 3-24=0/598, 4-24=-296/0, 6-24=-183/322, 8-22=0/856, 8-20=-1122/0, 12-16=0/5287, 6-22=-394/74, 10-20=-408/0, 13-16=-2455/0, 14-16=-579/496, 11-18=-2832/0, 12-18=0/4453, 11-20=0/2179 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 138 lb uplift at joint 15. 3) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1575 lb down at 18-4-12, and 2258 lb down at 22-0-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 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 J20000860 Truss FG13 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 3RD FLOOR Job Reference (optional) I40346816 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:40:43 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-ZHREODO_o_Zo8IK1k3?wYjFLoqcB?3M2t?36ioziyQ2 LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-27=-13, 1-10=-80, 10-14=-160 Concentrated Loads (lb) Vert: 13=-2223(B) 11=-1539(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-27=-13, 1-10=-80, 10-14=-160 Concentrated Loads (lb) Vert: 13=-2223(B) 11=-1539(F) 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-27=-13, 1-10=-80, 10-12=-160, 12-14=-107 Concentrated Loads (lb) Vert: 13=-2258(B) 11=-1539(F) 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-27=-13, 1-10=-27, 10-12=-107, 12-14=-160 Concentrated Loads (lb) Vert: 13=-2223(B) 11=-1575(F) 5) 3rd unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-27=-13, 1-10=-80, 10-12=-160, 12-14=-107 Concentrated Loads (lb) Vert: 13=-2258(B) 11=-1539(F) 6) 4th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-27=-13, 1-10=-27, 10-12=-107, 12-14=-160 Concentrated Loads (lb) Vert: 13=-2223(B) 11=-1575(F) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 1=-250 13=-1088(B) 11=-671(F) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 13=-1088(B) 11=-671(F) 28=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 13=-1088(B) 11=-671(F) 29=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 13=-1088(B) 11=-671(F) 30=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 5=-250 13=-1088(B) 11=-671(F) 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 13=-1088(B) 11=-671(F) 31=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 13=-1088(B) 11=-671(F) 32=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 13=-1088(B) 11=-671(F) 33=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 13=-1088(B) 11=-671(F) 34=-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 J20000860 Truss FG13 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 3RD FLOOR Job Reference (optional) I40346816 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:40:43 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-ZHREODO_o_Zo8IK1k3?wYjFLoqcB?3M2t?36ioziyQ2 LOAD CASE(S) Standard 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 13=-1088(B) 11=-671(F) 35=-250 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 13=-1088(B) 11=-671(F) 36=-250 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 13=-1088(B) 11=-671(F) 37=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 14=-250 13=-1088(B) 11=-671(F) 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 2=-250 13=-1088(B) 11=-671(F) 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 3=-250 13=-1088(B) 11=-671(F) 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 4=-250 13=-1088(B) 11=-671(F) 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 6=-250 13=-1088(B) 11=-671(F) 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 7=-250 13=-1088(B) 11=-671(F) 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 8=-250 13=-1088(B) 11=-671(F) 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 10=-250 13=-1088(B) 11=-671(F) 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 13=-1088(B) 11=-921(F=-671) 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 12=-250 13=-1088(B) 11=-671(F) 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-27=-13, 1-10=-27, 10-14=-107 Concentrated Loads (lb) Vert: 13=-1338(B=-1088) 11=-671(F) 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 J20000860 Truss FG14 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 3RD FLOOR Job Reference (optional) I40346817 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:40:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-1T?cbZPcZIhfmSvEHnW94xoTEEqokZvC6fofEEziyQ1 Scale = 1:10.6 1 2 3 4 5 8 7 6 9 10 11 12 6x16 3x6 6x16 3x6 8x8 4x6 8x8 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 0.45 0.74 0.47 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: 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=2276/Mechanical, 6=2472/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-384/0, 5-6=-455/0, 2-3=-3070/0, 3-4=-3070/0 BOT CHORD 7-8=0/2320, 6-7=0/2357 WEBS 2-8=-3061/0, 2-7=0/994, 4-7=0/946, 4-6=-3109/0, 3-7=-1239/0 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) 958 lb down at 1-0-12, 958 lb down at 2-4-12, 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=-958(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=-958(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 J20000860 Truss FG14 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 3RD FLOOR Job Reference (optional) I40346817 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:40:44 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-1T?cbZPcZIhfmSvEHnW94xoTEEqokZvC6fofEEziyQ1 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 6-8=-13, 1-5=-107 Concentrated Loads (lb) Vert: 1=-250 9=-416(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=-666(B=-416) 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=-416(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=-416(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=-416(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=-416(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=-416(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=-416(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=-416(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 J20000860 Truss FG15 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 3RD FLOOR Job Reference (optional) I40346818 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:40:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-S2hlDaRVsD3Edveozv3siZQ0MRwqxp_eod1JrZziyQ_ 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 3x6 FP 3x8 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], [13:0-3-12,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 1-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.26 0.46 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.54 0.08 (loc) 19-21 19-21 15 l/defl >999 >525 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 212 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-S Stud(flat) *Except* 1-26,6-22,7-21,2-25,4-23,10-19,12-17: 2x4 SP No.3(flat) 15-27,14-15,13-16,13-17,13-15: 2x4 SP 2400F 2.0E(flat) 11-17,6-21: 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) 26=1103/0-5-8, 15=3583/0-5-8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-1089/0, 14-15=-342/0, 1-2=-2466/0, 2-3=-2465/0, 3-4=-5867/0, 4-6=-5867/0, 6-7=-7334/0, 7-8=-7322/0, 8-10=-7987/0, 10-11=-7987/0, 11-12=-6529/0, 12-13=-6543/0 BOT CHORD 23-25=0/4334, 22-23=0/6905, 21-22=0/6903, 19-21=0/7809, 17-19=0/7523, 16-17=0/5426, 15-16=0/5427 WEBS 7-21=-284/26, 1-25=0/2660, 2-25=-282/0, 3-25=-2037/0, 3-23=0/1671, 4-23=-289/0, 6-23=-1134/0, 11-17=-1133/0, 11-19=0/638, 10-19=-381/0, 8-19=-103/488, 8-21=-633/0, 6-21=0/644, 12-17=-407/0, 13-17=0/1416, 13-15=-6393/0 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) 2432 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=-10, 1-10=-60, 10-14=-140 Concentrated Loads (lb) Vert: 13=-2432(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 J20000860 Truss FG15 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 3RD FLOOR Job Reference (optional) I40346818 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:40:47 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-S2hlDaRVsD3Edveozv3siZQ0MRwqxp_eod1JrZziyQ_ LOAD CASE(S) Standard 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-26=-10, 1-10=-60, 10-14=-140 Concentrated Loads (lb) Vert: 13=-2432(F) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-10, 1-10=-20, 10-14=-100 Concentrated Loads (lb) Vert: 1=-250 13=-1178(F) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-10, 1-10=-20, 10-14=-100 Concentrated Loads (lb) Vert: 13=-1178(F) 28=-250 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-10, 1-10=-20, 10-14=-100 Concentrated Loads (lb) Vert: 13=-1178(F) 29=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-10, 1-10=-20, 10-14=-100 Concentrated Loads (lb) Vert: 13=-1178(F) 30=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-10, 1-10=-20, 10-14=-100 Concentrated Loads (lb) Vert: 5=-250 13=-1178(F) 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-10, 1-10=-20, 10-14=-100 Concentrated Loads (lb) Vert: 13=-1178(F) 31=-250 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-10, 1-10=-20, 10-14=-100 Concentrated Loads (lb) Vert: 13=-1178(F) 32=-250 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-10, 1-10=-20, 10-14=-100 Concentrated Loads (lb) Vert: 9=-250 13=-1178(F) 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-10, 1-10=-20, 10-14=-100 Concentrated Loads (lb) Vert: 13=-1178(F) 33=-250 12) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-10, 1-10=-20, 10-14=-100 Concentrated Loads (lb) Vert: 13=-1178(F) 34=-250 13) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-10, 1-10=-20, 10-14=-100 Concentrated Loads (lb) Vert: 13=-1178(F) 35=-250 14) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-10, 1-10=-20, 10-14=-100 Concentrated Loads (lb) Vert: 13=-1178(F) 36=-250 15) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-10, 1-10=-20, 10-14=-100 Concentrated Loads (lb) Vert: 14=-250 13=-1178(F) 16) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-10, 1-10=-20, 10-14=-100 Concentrated Loads (lb) Vert: 2=-250 13=-1178(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 J20000860 Truss FG15 Truss Type FLOOR GIRDER Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L 3RD FLOOR Job Reference (optional) I40346818 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 09:40:47 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7Osq_5Deg1woOi6iYOZ2tCzsCMm-S2hlDaRVsD3Edveozv3siZQ0MRwqxp_eod1JrZziyQ_ LOAD CASE(S) Standard 17) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-10, 1-10=-20, 10-14=-100 Concentrated Loads (lb) Vert: 3=-250 13=-1178(F) 18) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-10, 1-10=-20, 10-14=-100 Concentrated Loads (lb) Vert: 4=-250 13=-1178(F) 19) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-10, 1-10=-20, 10-14=-100 Concentrated Loads (lb) Vert: 6=-250 13=-1178(F) 20) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-10, 1-10=-20, 10-14=-100 Concentrated Loads (lb) Vert: 7=-250 13=-1178(F) 21) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-10, 1-10=-20, 10-14=-100 Concentrated Loads (lb) Vert: 8=-250 13=-1178(F) 22) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-10, 1-10=-20, 10-14=-100 Concentrated Loads (lb) Vert: 10=-250 13=-1178(F) 23) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-10, 1-10=-20, 10-14=-100 Concentrated Loads (lb) Vert: 11=-250 13=-1178(F) 24) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-10, 1-10=-20, 10-14=-100 Concentrated Loads (lb) Vert: 13=-1178(F) 12=-250 25) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15-26=-10, 1-10=-20, 10-14=-100 Concentrated Loads (lb) Vert: 13=-1428(F=-1178) 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