Loading...
HomeMy WebLinkAboutI45613643.2100574 (2)16023 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 84 Components - 0783. April 12,2021 Liu, Xuegang Pages or sheets covered by this seal: I45613643 thru I45613717 My license renewal date for the state of Indiana is July 31, 2022. 2100574 ADAMS RESIDENCE 1ST FL 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. 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F01 Truss Type Floor Qty 13 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613643 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:22:56 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-id9EpdiZdpmgXxgFVU?jTwTK4bngEv9qOuT7mmzRS3z Scale = 1:37.1 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 3x8 MT18HS FP 1.5x4 3x6 1.5x4 3x6 1.5x43x6 FP 4x64x6 4x8 4x8 1.5x4 1.5x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 21-10-14 21-10-14 2-5-4 1-6-6 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [14:0-1-8,Edge], [15:0-1-8,Edge], [19:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.38 0.57 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.36 0.07 (loc) 15-17 15-17 12 l/defl >999 >728 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 87 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 18=0-5-8, 12=0-5-4 Max Grav 18=864(LC 1), 12=869(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2217/0, 3-4=-2217/0, 4-5=-3057/0, 5-6=-3057/0, 6-8=-3057/0, 8-9=-2197/0, 9-10=-2197/0 BOT CHORD 17-18=0/1294, 15-17=0/2794, 14-15=0/3057, 13-14=0/2783, 12-13=0/1267 WEBS 10-12=-1489/0, 2-18=-1507/0, 10-13=0/1093, 2-17=0/1084, 8-13=-688/0, 4-17=-678/0, 8-14=0/527, 4-15=-8/518 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F02 Truss Type Floor Qty 7 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613644 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:22:57 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-Apjc1zjBO6uX85FR3CWy?80Ug?7yzM5_dYDgIDzRS3y Scale = 1:32.6 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 3x8 MT18HS FP 1.5x4 3x6 1.5x4 3x4 1.5x43x6 FP 3x63x6 4x8 4x6 1.5x4 1.5x4 3x4 3x4 3x4 1.5x4 1.5x4 19-2-14 19-2-14 2-5-4 1-3-10 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [13:0-1-8,Edge], [18:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.39 0.57 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.30 0.05 (loc) 12-13 12-13 11 l/defl >999 >765 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 77 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 17=0-5-8, 11=0-5-4 Max Grav 17=758(LC 1), 11=762(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1858/0, 3-4=-1858/0, 4-5=-2322/0, 5-6=-2322/0, 6-8=-1854/0, 8-9=-1854/0 BOT CHORD 16-17=0/1115, 14-16=0/2322, 13-14=0/2322, 12-13=0/2267, 11-12=0/1097 WEBS 9-11=-1289/0, 2-17=-1298/0, 9-12=0/889, 2-16=0/873, 6-12=-485/0, 4-16=-642/0, 6-13=-137/294 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F03 Truss Type Floor Qty 22 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613645 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:22:57 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-Apjc1zjBO6uX85FR3CWy?80Xp?6fzLF_dYDgIDzRS3y Scale = 1:37.9 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 3x8 MT18HS FP 1.5x4 3x43x6 FP 3x6 4x6 3x6 4x6 4x8 4x8 1.5x4 1.5x4 3x4 3x4 3x6 3x4 1.5x4 1.5x4 3x4 1.5x4 11-1-15 11-1-15 12-2-6 1-0-7 22-5-6 10-3-0 2-5-4 0-7-8 1-3-14 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [6:0-1-8,Edge], [17:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.25 0.59 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.37 0.08 (loc) 16 16 13 l/defl >999 >724 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 92 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 13=0-5-4, 20=0-5-4 Max Grav 13=890(LC 1), 20=890(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2267/0, 3-4=-2267/0, 4-5=-3200/0, 5-6=-3200/0, 6-7=-3203/0, 7-9=-3203/0, 9-10=-2287/0, 10-11=-2287/0 BOT CHORD 19-20=0/1302, 17-19=0/2888, 16-17=0/3200, 15-16=0/3200, 14-15=0/2900, 13-14=0/1331 WEBS 11-13=-1553/0, 2-20=-1530/0, 11-14=0/1123, 2-19=0/1134, 9-14=-719/0, 4-19=-729/0, 9-15=0/381, 4-17=0/508, 6-15=-261/242 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F04 Truss Type Floor Qty 7 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613646 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:22:58 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-e?H_EJjp9Q0OmFqdcv1BYLZe7PSEioV7sCyEqfzRS3x Scale = 1:37.7 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 3x8 MT18HS FP 1.5x4 3x6 1.5x4 3x43x6 FP 3x6 4x6 4x6 4x8 4x8 1.5x4 1.5x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 22-5-6 22-5-6 2-5-4 1-11-6 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [14:0-1-8,Edge], [15:0-1-8,Edge], [19:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.47 0.63 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.42 0.07 (loc) 13-14 13-14 12 l/defl >906 >633 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 90 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 18=0-5-8, 12=0-5-4 Max Grav 18=883(LC 1), 12=888(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2280/0, 3-4=-2280/0, 4-5=-3186/0, 5-6=-3186/0, 6-8=-3186/0, 8-9=-2279/0, 9-10=-2279/0 BOT CHORD 17-18=0/1326, 15-17=0/2887, 14-15=0/3186, 13-14=0/2887, 12-13=0/1327 WEBS 10-12=-1549/0, 2-18=-1544/0, 10-13=0/1119, 2-17=0/1121, 8-13=-713/0, 4-17=-713/0, 8-14=0/574, 4-15=0/574 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F05 Truss Type Floor Qty 10 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613647 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:22:58 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-e?H_EJjp9Q0OmFqdcv1BYLZi1PZfisJ7sCyEqfzRS3x Scale = 1:13.8 1 2 3 4 8 7 6 5 9 1.5x4 3x6 1.5x4 3x4 3x6 3x4 3x4 1.5x4 1.5x4 7-5-6 7-5-6 2-5-4 1-9-14 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-1-8,Edge], [3:0-1-8,Edge], [9:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.15 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.03 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 33 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=0-5-8, 5=0-5-4 Max Grav 8=283(LC 1), 5=288(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-339/0 BOT CHORD 7-8=0/339, 6-7=0/339, 5-6=0/339 WEBS 3-5=-393/0, 2-8=-389/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) 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. 3) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F06 Truss Type Floor Qty 3 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613648 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:22:59 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-6CrMSfkSwk8FOPPqAdYQ4Z5t0ptzRIKH4rinN5zRS3w Scale = 1:20.5 1 2 3 4 5 6 10 9 8 7 3x4 3x6 3x4 3x6 3x4 3x4 3x4 3x4 1.5x4 1.5x4 12-4-14 12-4-14 2-5-4 1-10-14 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [8:0-1-8,Edge], [9:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.28 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.13 0.01 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 51 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 10=Mechanical, 7=0-5-4 Max Grav 10=486(LC 1), 7=486(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-956/0, 3-4=-956/0, 4-5=-956/0 BOT CHORD 9-10=0/660, 8-9=0/956, 7-8=0/660 WEBS 5-7=-771/0, 2-10=-771/0, 5-8=0/396, 2-9=0/396 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F07 Truss Type Floor Qty 12 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613649 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:00 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-aOPlf?l4h1G6?Y_0kK3fdme?PC4_AgnQJVRLvYzRS3v Scale = 1:43.8 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 3x8 MT18HS FP 3x6 3x6 3x6 FP 4x84x8 5x95x9 3x43x4 3x6 3x6 3x4 3x4 3x8 MT18HS FP 26-5-4 26-5-4 2-5-4 0-11-4 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [6:0-1-8,Edge], [7:0-1-8,Edge], [24:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.42 0.80 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.46 -0.69 0.12 (loc) 19 19 14 l/defl >684 >456 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 107 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 23=0-5-8, 14=0-5-4 Max Grav 23=1045(LC 1), 14=1050(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2811/0, 3-4=-2811/0, 4-5=-4250/0, 5-6=-4250/0, 6-7=-4470/0, 7-9=-4239/0, 9-10=-4239/0, 10-11=-2785/0, 11-12=-2785/0 BOT CHORD 22-23=0/1594, 20-22=0/3678, 19-20=0/4470, 18-19=0/4470, 17-18=0/4470, 15-17=0/3660, 14-15=0/1561 WEBS 12-14=-1833/0, 2-23=-1857/0, 12-15=0/1438, 2-22=0/1429, 10-15=-1029/0, 4-22=-1019/0, 10-17=0/681, 4-20=0/671, 7-17=-543/132, 6-20=-535/140 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F08 Truss Type Floor Qty 12 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613650 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:00 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-aOPlf?l4h1G6?Y_0kK3fdme2?C9UAi_QJVRLvYzRS3v Scale = 1:31.2 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 3x6 FP 1.5x4 3x43x6 FP 3x6 3x6 3x4 3x6 4x6 4x6 1.5x4 1.5x4 3x43x4 3x4 1.5x4 1.5x4 18-6-8 18-6-8 2-5-4 0-7-4 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [13:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.25 0.45 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.22 0.04 (loc) 12-13 12-13 11 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 76 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 11=0-5-4, 17=Mechanical Max Grav 11=734(LC 1), 17=734(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1757/0, 3-4=-1757/0, 4-5=-2158/0, 5-6=-2158/0, 6-7=-1776/0, 7-9=-1776/0 BOT CHORD 16-17=0/1048, 14-16=0/2158, 13-14=0/2158, 12-13=0/2136, 11-12=0/1073 WEBS 9-11=-1253/0, 2-17=-1231/0, 9-12=0/826, 2-16=0/833, 6-12=-423/0, 4-16=-543/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F09 Truss Type Floor Qty 7 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613651 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:01 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-2az7sLmiSLOzdiZCI1auA_B9McTmv9naY9BuR_zRS3u Scale = 1:42.5 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 3x6 FP 3x6 3x6 FP 3x6 3x4 3x4 3x6 3x64x6 4x6 4x8 3x4 3x4 3x4 6-3-4 6-3-4 25-7-4 19-4-0 25-7-8 0-0-4 2-5-4 0-10-0 1-5-12 0-1-8 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-1-8,Edge], [3:0-1-8,Edge], [8:0-1-8,Edge], [16:0-1-8,Edge], [24:0-1-8,0-0-12], [25:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.47 0.64 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.34 0.04 (loc) 15-16 15-16 14 l/defl >999 >678 n/a L/d 480 360 n/a PLATES MT20 Weight: 104 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 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. (size) 23=0-5-8, 20=0-5-8, 14=0-5-4 Max Uplift 23=-102(LC 4) Max Grav 23=180(LC 3), 20=1259(LC 1), 14=712(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-139/281, 3-4=0/786, 4-5=0/786, 5-6=-1373/0, 6-8=-1373/0, 8-9=-1992/0, 9-10=-1992/0, 10-11=-1722/0, 11-12=-1722/0 BOT CHORD 22-23=-281/139, 21-22=-281/139, 20-21=-281/139, 19-20=0/535, 17-19=0/1992, 16-17=0/1992, 15-16=0/2051, 14-15=0/1046 WEBS 2-23=-157/328, 3-20=-699/0, 12-14=-1218/0, 5-20=-1388/0, 12-15=0/794, 5-19=0/1011, 10-15=-387/0, 8-19=-768/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=102. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F10 Truss Type Floor Qty 4 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613652 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:02 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-XnXV4hnKDfWqFs8Prl67iBjLY0tMec9jnpwRzQzRS3t Scale = 1:42.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 25 3x6 FP 3x6 3x43x6 FP 3x6 3x4 3x4 3x4 3x6 3x4 4x6 3x6 4x8 3x4 3x4 3x4 7-7-4 7-7-4 25-7-8 18-0-4 2-5-4 1-8-0 0-6-0 0-6-0 2-1-0 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [9:0-1-8,Edge], [17:0-1-8,Edge], [23:0-1-8,Edge], [25:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.44 0.36 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.16 0.02 (loc) 16-17 16-17 15 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 107 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 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. (size) 24=0-5-8, 21=0-5-8, 15=0-5-8 Max Uplift 24=-121(LC 4) Max Grav 24=210(LC 3), 21=1341(LC 1), 15=625(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-103/536, 3-4=-103/536, 4-5=0/1097, 5-6=0/1097, 6-8=-938/0, 8-9=-938/0, 9-10=-1470/0, 10-11=-1470/0, 11-12=-1419/0, 12-13=-1419/0 BOT CHORD 23-24=-254/209, 22-23=-536/103, 21-22=-536/103, 18-19=0/1470, 17-18=0/1470, 16-17=0/1600, 15-16=0/892 WEBS 2-24=-240/297, 4-21=-879/0, 2-23=-428/0, 13-15=-1041/0, 6-21=-1350/0, 13-16=0/619, 6-19=0/985, 9-19=-641/0, 11-17=-284/75 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 24=121. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F11 Truss Type Floor Qty 8 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613653 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:03 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-?z4tH1ny_yegs0ibPSdMFPGZ6QFsN5Zs?Tg?WtzRS3s Scale = 1:19.0 1 2 3 4 5 6 10 9 8 7 11 1.5x4 3x6 1.5x4 3x4 3x6 3x4 3x4 3x4 3x4 1.5x4 1.5x4 11-5-6 11-5-6 2-5-4 0-11-6 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [8:0-1-8,Edge], [9:0-1-8,Edge], [11:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.22 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.09 0.01 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 48 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 10=0-5-8, 7=0-5-4 Max Grav 10=443(LC 1), 7=448(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-828/0, 3-4=-828/0, 4-5=-828/0 BOT CHORD 9-10=0/597, 8-9=0/828, 7-8=0/598 WEBS 5-7=-698/0, 2-10=-694/0, 5-8=0/308, 2-9=0/308 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) 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. 3) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F12 Truss Type Floor Qty 5 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613654 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:04 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-T9eFVNoalGmXUAHnzA8bncpk_qYA6Y70E7PY2JzRS3r Scale = 1:23.5 1 2 3 4 5 6 7 13 12 11 10 9 8 14 3x6 FP 1.5x4 3x6 1.5x4 3x4 3x6 3x4 3x4 3x6 3x4 1.5x4 1.5x4 3x4 1.5x4 14-1-6 14-1-6 2-5-4 1-0-10 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [11:0-1-8,Edge], [14:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.26 0.40 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.11 0.02 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 59 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 13=0-5-8, 8=0-5-4 Max Grav 13=550(LC 1), 8=555(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1209/0, 3-4=-1209/0, 4-5=-1197/0, 5-6=-1197/0 BOT CHORD 11-13=0/775, 10-11=0/1209, 9-10=0/1209, 8-9=0/773 WEBS 6-8=-902/0, 2-13=-901/0, 6-9=0/498, 2-11=0/518 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) 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. 3) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F12A Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613655 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:04 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-T9eFVNoalGmXUAHnzA8bncpkUqcW6Yk0E7PY2JzRS3r Scale = 1:23.5 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 3x6 FP 1.5x4 3x6 1.5x4 3x4 5x6 1.5x4 5x6 3x6 3x4 3x4 3x4 3x4 1.5x4 1.5x4 3-0-0 3-0-0 3-0-12 0-0-12 14-1-6 11-0-10 2-5-4 0-3-12 0-8-14 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [10:0-1-8,Edge], [11:0-1-8,Edge], [15:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.19 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.01 (loc) 9-10 9-10 9 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 61 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. REACTIONS. (size) 14=3-1-8, 13=3-1-8, 9=0-5-4 Max Uplift 14=-127(LC 4) Max Grav 14=61(LC 8), 13=766(LC 1), 9=393(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/317, 3-4=0/317, 4-5=-634/0, 5-6=-634/0, 6-7=-634/0 BOT CHORD 13-14=-252/0, 11-13=0/325, 10-11=0/634, 9-10=0/507 WEBS 2-14=0/295, 2-13=-322/0, 7-9=-592/0, 4-13=-716/0, 4-11=0/365 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=127. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F13 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613656 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:05 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-xMCeiipDVauO6Ks_XtfqKqLv3Dxvr0R9Tn96alzRS3q Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 28 27 26 25 24 23 22 21 20 19 18 17 29 3x6 FP 1.5x4 3x6 1.5x4 3x6 FP 3x6 1.5x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x61.5x4 1.5x4 3x6 FP 3x6 FP 9-1-8 9-1-8 14-9-8 5-8-0 20-5-8 5-8-0 28-8-0 8-2-8 2-5-4 1-3-0 1-2-8 0-6-0 2-3-4 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [12:0-1-8,Edge], [18:0-1-8,Edge], [22:0-1-8,Edge], [23:0-1-8,Edge], [26:0-1-8,Edge], [29:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.23 0.24 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.11 0.01 (loc) 26-28 26-28 17 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 116 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 22-23. REACTIONS. All bearings 11-4-0 except (jt=length) 28=0-5-8, 17=0-5-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) except 28=386(LC 7), 24=480(LC 8), 20=549(LC 7), 22=273(LC 12), 23=363(LC 7), 17=309(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-602/0, 3-4=-602/0, 4-5=-302/11, 5-6=-302/11, 12-13=-360/0, 13-15=-360/0 BOT CHORD 26-28=0/501, 25-26=0/602, 24-25=0/602, 23-24=0/297, 19-20=0/360, 18-19=0/360, 17-18=0/368 WEBS 2-28=-581/0, 4-24=-479/0, 6-23=-396/0, 15-17=-430/0, 12-20=-481/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F14 Truss Type Floor Qty 2 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613657 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:06 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-PYm0w2qrGt0FjTRA4bA3t1u4VdGQaSAJhRuf6BzRS3p Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 28 27 26 25 24 23 22 21 20 19 18 17 29 30 31 3x6 FP 1.5x4 3x6 1.5x4 3x6 FP 3x6 1.5x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x61.5x4 1.5x4 3x6 FP 3x6 FP 9-5-8 9-5-8 20-1-8 10-8-0 28-8-0 8-6-8 2-5-4 1-7-0 0-6-8 0-8-0 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [12:0-1-8,Edge], [18:0-1-8,Edge], [22:0-1-8,Edge], [23:0-1-8,Edge], [26:0-1-8,Edge], [29:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.25 0.29 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.14 0.02 (loc) 26-28 26-28 17 l/defl >999 >808 n/a L/d 480 360 n/a PLATES MT20 Weight: 117 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 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. All bearings 0-5-8 except (jt=length) 24=0-8-0, 20=0-8-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) except 28=398(LC 5), 24=750(LC 16), 20=872(LC 11), 17=321(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-643/0, 3-4=-643/0, 6-8=-746/0, 8-9=-746/0, 9-10=-746/0, 10-11=0/267, 11-12=0/267, 12-13=-385/0, 13-15=-385/0 BOT CHORD 26-28=0/522, 25-26=0/643, 24-25=0/643, 23-24=0/660, 22-23=0/746, 20-22=0/459, 19-20=0/385, 18-19=0/385, 17-18=0/389 WEBS 2-28=-606/0, 4-24=-549/0, 10-20=-737/0, 6-24=-580/0, 10-22=0/388, 15-17=-454/0, 12-20=-579/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F15 Truss Type Floor Qty 3 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613658 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:07 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-tkKO7OqT1B86Ld0MeIhIPFRFM1cUJvbSw5eCfezRS3o Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 3x6 FP 3x6 3x4 3x6 FP 3x6 3x4 3x4 3x4 3x4 3x4 3x4 3x4 10-9-8 10-9-8 19-4-0 8-6-8 2-5-4 0-6-0 2-5-0 0-9-8 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [8:0-1-8,Edge], [13:0-1-8,Edge], [17:0-1-8,Edge], [18:0-1-8,Edge], [20:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.25 0.24 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 0.01 (loc) 12-13 12-13 12 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 79 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 19=0-5-8, 12=0-5-8, 15=0-8-0 Max Grav 19=409(LC 10), 12=331(LC 4), 15=827(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-713/0, 3-4=-713/0, 4-5=-713/0, 8-9=-419/0, 9-10=-419/0 BOT CHORD 18-19=0/540, 17-18=0/713, 15-17=0/480, 14-15=0/419, 13-14=0/419, 12-13=0/400 WEBS 2-19=-627/0, 5-15=-683/0, 5-17=0/335, 10-12=-469/0, 8-15=-566/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F16 Truss Type Floor Qty 9 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613659 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:07 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-tkKO7OqT1B86Ld0MeIhIPFRD01XnJtbSw5eCfezRS3o Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 3x6 FP 1.5x4 3x6 1.5x4 3x43x6 FP 3x6 3x6 3x6 4x6 4x6 1.5x4 1.5x4 3x43x4 3x4 1.5x4 1.5x4 19-1-0 19-1-0 2-5-4 1-0-4 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [13:0-1-8,Edge], [18:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.33 0.54 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.26 0.05 (loc) 12-13 12-13 11 l/defl >999 >871 n/a L/d 480 360 n/a PLATES MT20 Weight: 79 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 17=0-5-8, 11=0-5-8 Max Grav 17=749(LC 1), 11=753(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1831/0, 3-4=-1831/0, 4-5=-2270/0, 5-6=-2270/0, 6-7=-1839/0, 7-9=-1839/0 BOT CHORD 15-17=0/1101, 14-15=0/2270, 13-14=0/2270, 12-13=0/2231, 11-12=0/1106 WEBS 9-11=-1290/0, 2-17=-1281/0, 9-12=0/862, 2-15=0/858, 6-12=-459/0, 4-15=-604/0, 6-13=-149/268 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) 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. 3) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F16A Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613660 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:08 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-LxumKkr5oVGzznbYC0CXySzQCRyV2M1c9lNmB4zRS3n Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 3x6 FP 1.5x4 3x6 1.5x4 3x6 FP 3x6 1.5x4 1.5x4 1.5x4 3x61.5x4 1.5x4 10-3-12 10-3-12 19-1-0 8-9-4 2-5-4 0-6-0 1-11-4 0-10-12 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [8:0-1-8,Edge], [13:0-1-8,Edge], [17:0-1-8,Edge], [18:0-1-8,Edge], [20:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.24 0.25 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.11 0.01 (loc) 12-13 12-13 12 l/defl >999 >971 n/a L/d 480 360 n/a PLATES MT20 Weight: 80 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 19=0-5-8, 15=0-5-8, 12=0-5-8 Max Grav 19=403(LC 10), 15=787(LC 1), 12=346(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-688/0, 3-4=-688/0, 4-5=-688/0, 8-9=-463/0, 9-10=-463/0 BOT CHORD 18-19=0/530, 17-18=0/688, 15-17=0/517, 14-15=0/463, 13-14=0/463, 12-13=0/430 WEBS 2-19=-615/0, 5-15=-628/0, 5-17=0/282, 10-12=-502/0, 8-15=-549/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F17 Truss Type Floor Qty 2 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613661 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:09 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-p7S8Y4sjZoOqaxAlmjkmUgWclrJsnqPlOP7JjWzRS3m Scale = 1:18.2 1 2 3 4 5 6 10 9 8 7 3x4 3x6 1.5x4 3x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 9-11-14 9-11-14 2-5-4 1-6-10 0-6-0 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [8:0-1-8,Edge], [9:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.18 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.01 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 43 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 10=0-5-8, 7=Mechanical Max Grav 10=392(LC 1), 7=392(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-634/0, 3-4=-634/0, 4-5=-634/0 BOT CHORD 9-10=0/506, 8-9=0/634, 7-8=0/497 WEBS 5-7=-584/0, 2-10=-590/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F18 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613662 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:09 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-p7S8Y4sjZoOqaxAlmjkmUgWadrInnqXlOP7JjWzRS3m Scale = 1:16.5 1 2 3 4 5 9 8 7 6 3x4 3x6 3x4 3x6 3x4 3x4 3x4 1.5x4 1.5x4 9-0-0 9-0-0 2-5-4 0-11-4 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-1-8,Edge], [7:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.26 0.25 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.11 0.01 (loc) 6-7 6-7 6 l/defl >999 >985 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 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 9=0-5-8, 6=0-5-8 Max Grav 9=350(LC 1), 6=350(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-477/0, 3-4=-477/0 BOT CHORD 8-9=0/477, 7-8=0/477, 6-7=0/437 WEBS 4-6=-510/0, 2-9=-553/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) 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. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F19 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613663 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:10 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-IJ?XlQtLK6WhC5lxJQF?1t2kVEcoWFtuc3stFzzRS3l Scale = 1:36.9 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 3x6 FP 3x6 3x4 3x6 FP 3x6 3x4 3x4 3x43x6 3x6 3x4 4x6 3x4 6-3-4 6-3-4 22-3-2 15-11-14 2-5-4 0-10-0 0-8-2 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-1-8,Edge], [3:0-1-8,Edge], [8:0-1-8,Edge], [9:0-1-8,Edge], [23:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.32 0.32 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.10 0.02 (loc) 14-15 14-15 13 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 92 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 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. (size) 22=0-5-8, 13=0-8-9, 19=0-5-8 Max Uplift 22=-61(LC 4) Max Grav 22=191(LC 3), 13=591(LC 7), 19=1085(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=0/634, 4-5=0/634, 5-6=-1119/0, 6-8=-1119/0, 8-9=-1416/0, 9-10=-1302/0, 10-11=-1302/0 BOT CHORD 17-19=0/487, 16-17=0/1416, 15-16=0/1416, 14-15=0/1416, 13-14=0/816 WEBS 3-19=-603/0, 11-13=-959/0, 5-19=-1128/0, 11-14=0/571, 5-17=0/779, 8-17=-419/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61 lb uplift at joint 22. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F21 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613664 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:11 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-mWZvzmuz5QeYqFK7t8mEa5bw6e0SFlt2rjcQoPzRS3k Scale = 1:18.6 1 2 3 4 5 6 11 10 9 8 7 12 1.5x4 3x6 1.5x4 1.5x4 3x6 1.5x4 3x4 3x4 1.5x4 1.5x4 3x4 3x4 6-3-4 6-3-4 6-4-0 0-0-12 11-1-5 4-9-5 2-5-4 0-10-0 2-2-9 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-1-8,Edge], [3:0-1-8,Edge], [12:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.11 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 0.00 (loc) 10-11 7-8 7 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 47 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 11=0-5-8, 8=0-5-8, 7=Mechanical Max Grav 11=238(LC 7), 8=489(LC 8), 7=223(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-254/0 BOT CHORD 10-11=0/254, 9-10=0/254, 8-9=0/254 WEBS 2-11=-291/0, 3-8=-284/0, 5-7=-262/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F22 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613665 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:11 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-mWZvzmuz5QeYqFK7t8mEa5bw7e0fFlt2rjcQoPzRS3k Scale = 1:17.6 1 2 3 4 5 6 11 10 9 8 7 12 1.5x4 3x6 1.5x4 1.5x4 3x6 1.5x4 3x4 3x4 1.5x4 1.5x4 3x4 3x4 6-3-4 6-3-4 6-4-0 0-0-12 10-6-4 4-2-4 2-5-4 0-10-0 1-7-8 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-1-8,Edge], [3:0-1-8,Edge], [12:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.09 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 10-11 7-8 7 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 45 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 11=0-5-8, 8=0-5-8, 7=Mechanical Max Grav 11=237(LC 3), 8=476(LC 8), 7=203(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-254/0 BOT CHORD 10-11=0/254, 9-10=0/254, 8-9=0/254 WEBS 2-11=-291/0, 3-8=-292/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F23 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613666 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:14 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-A4F1bnwsOL17hi2iYGJxBjDSos0gS58UXhq4OkzRS3h Scale = 1:18.1 1 2 3 4 5 6 11 10 9 8 7 12 13 1.5x4 3x6 1.5x4 1.5x4 3x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 3x4 7-9-8 7-9-8 9-11-3 2-1-10 2-5-4 1-10-4 0-6-0 1-11-6 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [5:0-1-8,Edge], [8:0-1-8,Edge], [10:0-1-8,Edge], [12:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.17 0.14 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 0.00 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 44 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 7-8. REACTIONS. (size) 11=0-5-8, 8=1-4-9, 7=Mechanical Max Uplift 7=-18(LC 3) Max Grav 11=289(LC 1), 8=452(LC 1), 7=96(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-330/0, 3-4=-330/0 BOT CHORD 10-11=0/340, 9-10=0/330, 8-9=0/330 WEBS 2-11=-393/0, 4-8=-439/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 7. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F24 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613667 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:14 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-A4F1bnwsOL17hi2iYGJxBjDSXs0oS4UUXhq4OkzRS3h Scale = 1:17.9 1 2 3 4 5 6 10 9 8 7 11 1.5x4 3x6 1.5x4 1.5x4 3x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 10-8-4 10-8-4 2-5-4 2-3-0 0-6-0 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [8:0-1-8,Edge], [9:0-1-8,Edge], [11:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.19 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.01 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 45 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 10=0-5-8, 7=1-3-3 Max Grav 10=415(LC 1), 7=420(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-735/0, 3-4=-735/0, 4-5=-735/0 BOT CHORD 9-10=0/550, 8-9=0/735, 7-8=0/543 WEBS 5-7=-637/0, 2-10=-639/0, 5-8=0/256, 2-9=0/256 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) 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. 3) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F25 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613668 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:15 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-eHpQo7xU9e9_Isdv6_qAkxma3FGkBVbdmLadxAzRS3g Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 3x6 FP 3x4 3x6 1.5x4 1.5x4 3x6 FP 3x6 3x6 3x6 4x6 4x6 1.5x4 1.5x4 3x43x4 3x4 1.5x4 1.5x4 19-0-11 19-0-11 2-5-4 0-11-15 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-1-8,Edge], [13:0-1-8,Edge], [18:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.33 0.53 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.26 0.05 (loc) 12-13 12-13 11 l/defl >999 >881 n/a L/d 480 360 n/a PLATES MT20 Weight: 79 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 17=0-5-8, 11=0-5-11 Max Grav 17=752(LC 1), 11=748(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1828/0, 3-4=-1828/0, 4-5=-2265/0, 5-6=-2265/0, 6-7=-1837/0, 7-9=-1837/0 BOT CHORD 15-17=0/1100, 14-15=0/2265, 13-14=0/2265, 12-13=0/2226, 11-12=0/1103 WEBS 9-11=-1284/0, 2-17=-1284/0, 9-12=0/862, 2-15=0/855, 6-12=-457/0, 4-15=-600/0, 6-13=-150/266 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) 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. 3) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F25A Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613669 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:16 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-6TNo0Tx6wyHqw0C5ghMPH8Io6fjmw0Hn??JBTczRS3f Scale = 1:26.7 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 3x6 FP 1.5x4 3x4 1.5x43x6 FP 3x6 1.5x4 3x4 3x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 0-1-8 0-1-8 4-9-12 4-8-4 15-8-8 10-10-12 2-2-4 2-5-4 0-8-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [11:0-1-8,Edge], [12:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.18 0.10 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.03 0.00 (loc) 11 10-11 10 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 63 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. REACTIONS. All bearings 10-11-8 except (jt=length) 15=0-4-11. (lb) - Max Grav All reactions 250 lb or less at joint(s) 10, 15, 12 except 13=426(LC 1), 11=268(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) 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. 3) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F26 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613670 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:16 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-6TNo0Tx6wyHqw0C5ghMPH8InTfdfwydn??JBTczRS3f Scale = 1:33.4 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 3x6 FP 3x4 3x6 1.5x4 1.5x4 3x6 FP 3x6 3x63x6 4x8 4x8 1.5x4 1.5x4 3x43x4 3x4 3x4 1.5x4 1.5x4 19-11-6 19-11-6 2-5-4 1-4-10 0-6-0 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [14:0-1-8,Edge], [15:0-1-8,Edge], [19:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.49 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.26 0.05 (loc) 13-14 13-14 12 l/defl >999 >925 n/a L/d 480 360 n/a PLATES MT20 Weight: 83 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 18=0-5-8, 12=0-5-5 Max Grav 18=788(LC 1), 12=783(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1951/0, 3-4=-1951/0, 4-5=-2518/0, 5-6=-2518/0, 6-7=-2518/0, 7-9=-1952/0, 9-10=-1952/0 BOT CHORD 17-18=0/1159, 15-17=0/2394, 14-15=0/2518, 13-14=0/2399, 12-13=0/1161 WEBS 10-12=-1351/0, 2-18=-1353/0, 10-13=0/930, 2-17=0/931, 7-13=-524/0, 4-17=-520/0, 7-14=-93/317, 4-15=-61/334 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) 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. 3) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F27 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613671 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:17 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-afxADpykhGPhYAnHEOtepMryC3zifPhwDf3k?3zRS3e Scale = 1:34.6 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 3x6 FP 3x4 3x6 1.5x4 1.5x4 3x6 FP 3x6 4x64x6 4x8 4x8 1.5x4 1.5x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 20-7-5 20-7-5 2-5-4 2-0-9 0-6-0 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [14:0-1-8,Edge], [15:0-1-8,Edge], [19:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.50 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.27 0.06 (loc) 13-14 13-14 12 l/defl >999 >892 n/a L/d 480 360 n/a PLATES MT20 Weight: 85 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 18=0-5-8, 12=0-5-3 Max Grav 18=814(LC 1), 12=810(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2038/0, 3-4=-2038/0, 4-5=-2698/0, 5-6=-2698/0, 6-7=-2698/0, 7-9=-2038/0, 9-10=-2038/0 BOT CHORD 17-18=0/1204, 15-17=0/2525, 14-15=0/2698, 13-14=0/2528, 12-13=0/1204 WEBS 10-12=-1402/0, 2-18=-1405/0, 10-13=0/980, 2-17=0/980, 7-13=-575/0, 4-17=-572/0, 7-14=-65/372, 4-15=-52/376 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) 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. 3) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F28 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613672 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:18 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-3sUYR9zMSZXY9JMTn6OtMZO7jTJpOsp4SJoIYVzRS3d Scale = 1:35.4 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 3x8 MT18HS FP 3x4 3x6 1.5x4 1.5x4 3x6 FP 3x6 4x64x6 4x8 4x8 1.5x4 1.5x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 21-1-2 21-1-2 2-5-4 0-7-2 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [14:0-1-8,Edge], [15:0-1-8,Edge], [19:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.24 0.51 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.29 0.06 (loc) 15 13-14 12 l/defl >999 >864 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 86 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 18=0-5-8, 12=0-5-14 Max Grav 18=834(LC 1), 12=829(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2101/0, 3-4=-2101/0, 4-5=-2831/0, 5-6=-2831/0, 6-7=-2831/0, 7-9=-2102/0, 9-10=-2102/0 BOT CHORD 17-18=0/1237, 15-17=0/2622, 14-15=0/2831, 13-14=0/2622, 12-13=0/1236 WEBS 10-12=-1439/0, 2-18=-1444/0, 10-13=0/1017, 2-17=0/1015, 7-13=-612/0, 4-17=-612/0, 7-14=-45/417, 4-15=-45/417 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F29 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613673 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:18 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-3sUYR9zMSZXY9JMTn6OtMZO63TIgOsl4SJoIYVzRS3d Scale = 1:35.8 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 3x8 MT18HS FP 3x4 3x6 1.5x4 1.5x4 3x6 FP 3x6 4x64x6 4x8 4x8 1.5x4 1.5x4 3x43x4 3x4 3x4 1.5x4 1.5x4 21-3-15 21-3-15 2-5-4 0-9-15 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [14:0-1-8,Edge], [15:0-1-8,Edge], [19:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.28 0.52 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.30 0.06 (loc) 15 13-14 12 l/defl >999 >840 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 87 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 18=0-5-8, 12=0-5-4 Max Grav 18=843(LC 1), 12=838(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2132/0, 3-4=-2132/0, 4-5=-2890/0, 5-6=-2890/0, 6-7=-2890/0, 7-9=-2132/0, 9-10=-2132/0 BOT CHORD 17-18=0/1253, 15-17=0/2668, 14-15=0/2890, 13-14=0/2668, 12-13=0/1251 WEBS 10-12=-1457/0, 2-18=-1462/0, 10-13=0/1035, 2-17=0/1033, 7-13=-630/0, 4-17=-630/0, 7-14=-36/443, 4-15=-37/443 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F30 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613674 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:19 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-X22weV_?CtfPnTxgLpv6unwHVsdr7IzDhzYr4xzRS3c Scale = 1:36.0 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 3x8 MT18HS FP 3x4 3x6 1.5x4 1.5x4 3x6 FP 3x6 4x64x6 4x8 4x8 1.5x4 1.5x4 3x43x4 3x4 3x4 1.5x4 1.5x4 21-5-3 21-5-3 2-5-4 0-11-3 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [14:0-1-8,Edge], [15:0-1-8,Edge], [19:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.30 0.52 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.31 0.07 (loc) 15 13-14 12 l/defl >999 >829 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 87 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 18=0-5-8, 12=0-5-8 Max Grav 18=847(LC 1), 12=843(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2146/0, 3-4=-2146/0, 4-5=-2918/0, 5-6=-2918/0, 6-7=-2918/0, 7-9=-2146/0, 9-10=-2146/0 BOT CHORD 17-18=0/1260, 15-17=0/2689, 14-15=0/2918, 13-14=0/2689, 12-13=0/1258 WEBS 10-12=-1465/0, 2-18=-1470/0, 10-13=0/1043, 2-17=0/1041, 7-13=-638/0, 4-17=-638/0, 7-14=-32/454, 4-15=-32/454 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F31 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613675 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:20 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-?EcIsr?dzBnGPdWsvXQLR_TSRGz6slENvdHOcNzRS3b Scale = 1:35.8 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 3x8 MT18HS FP 3x4 3x6 1.5x4 1.5x4 3x6 FP 3x6 4x64x6 4x8 4x8 1.5x4 1.5x4 3x43x4 3x4 3x4 1.5x4 1.5x4 21-4-6 21-4-6 2-5-4 0-10-6 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [14:0-1-8,Edge], [15:0-1-8,Edge], [19:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.29 0.52 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.30 0.06 (loc) 15 13-14 12 l/defl >999 >836 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 87 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 18=0-5-8, 12=0-5-4 Max Grav 18=844(LC 1), 12=840(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2137/0, 3-4=-2137/0, 4-5=-2900/0, 5-6=-2900/0, 6-7=-2900/0, 7-9=-2137/0, 9-10=-2137/0 BOT CHORD 17-18=0/1255, 15-17=0/2675, 14-15=0/2900, 13-14=0/2675, 12-13=0/1254 WEBS 10-12=-1460/0, 2-18=-1465/0, 10-13=0/1038, 2-17=0/1036, 7-13=-633/0, 4-17=-633/0, 7-14=-35/447, 4-15=-35/447 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F32 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613676 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:20 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-?EcIsr?dzBnGPdWsvXQLR_TT6G_FslINvdHOcNzRS3b Scale = 1:35.4 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 3x8 MT18HS FP 3x4 3x6 1.5x4 1.5x4 3x6 FP 3x6 4x64x6 4x8 4x8 1.5x4 1.5x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 21-1-9 21-1-9 2-5-4 0-7-9 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [14:0-1-8,Edge], [15:0-1-8,Edge], [19:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.24 0.51 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.29 0.06 (loc) 15 13-14 12 l/defl >999 >860 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 86 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 18=0-5-8, 12=0-5-4 Max Grav 18=835(LC 1), 12=831(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2106/0, 3-4=-2106/0, 4-5=-2840/0, 5-6=-2840/0, 6-7=-2840/0, 7-9=-2106/0, 9-10=-2106/0 BOT CHORD 17-18=0/1239, 15-17=0/2630, 14-15=0/2840, 13-14=0/2630, 12-13=0/1238 WEBS 10-12=-1442/0, 2-18=-1446/0, 10-13=0/1020, 2-17=0/1018, 7-13=-615/0, 4-17=-615/0, 7-14=-44/421, 4-15=-44/421 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F33 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613677 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:21 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-TRAh3B?FkUv70n52TExa_C0eBgKdbCfW8H1y8qzRS3a Scale = 1:34.7 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 3x8 MT18HS FP 3x4 3x6 1.5x4 1.5x4 3x6 FP 3x6 4x64x6 4x8 4x8 1.5x4 1.5x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 20-8-3 20-8-3 2-5-4 2-1-7 0-6-0 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [14:0-1-8,Edge], [15:0-1-8,Edge], [19:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.50 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.28 0.06 (loc) 14 13-14 12 l/defl >999 >888 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 85 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 18=0-5-8, 12=0-5-3 Max Grav 18=817(LC 1), 12=813(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2048/0, 3-4=-2048/0, 4-5=-2719/0, 5-6=-2719/0, 6-7=-2719/0, 7-9=-2048/0, 9-10=-2048/0 BOT CHORD 17-18=0/1209, 15-17=0/2540, 14-15=0/2719, 13-14=0/2542, 12-13=0/1209 WEBS 10-12=-1407/0, 2-18=-1411/0, 10-13=0/986, 2-17=0/985, 7-13=-581/0, 4-17=-578/0, 7-14=-62/379, 4-15=-51/382 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F34 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613678 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:22 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-xdk3HW0tVo1_exfF0ySpWPYpy4g0Kf4fNwmVhGzRS3Z Scale = 1:33.6 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 3x6 FP 3x4 3x6 1.5x4 1.5x4 3x6 FP 3x6 3x63x6 4x8 4x8 1.5x4 1.5x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 20-0-13 20-0-13 2-5-4 1-6-1 0-6-0 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [14:0-1-8,Edge], [15:0-1-8,Edge], [19:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.49 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.26 0.05 (loc) 13-14 13-14 12 l/defl >999 >918 n/a L/d 480 360 n/a PLATES MT20 Weight: 83 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 18=0-5-8, 12=0-5-5 Max Grav 18=793(LC 1), 12=788(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1967/0, 3-4=-1967/0, 4-5=-2550/0, 5-6=-2550/0, 6-8=-2550/0, 8-9=-1968/0, 9-10=-1968/0 BOT CHORD 17-18=0/1167, 15-17=0/2417, 14-15=0/2550, 13-14=0/2422, 12-13=0/1169 WEBS 10-12=-1360/0, 2-18=-1362/0, 10-13=0/939, 2-17=0/940, 8-13=-533/0, 4-17=-529/0, 8-14=-88/327, 4-15=-59/340 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) 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. 3) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F35 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613679 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:22 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-xdk3HW0tVo1_exfF0ySpWPYnn4fDKfHfNwmVhGzRS3Z Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 3x8 MT18HS FP 3x4 3x6 1.5x4 1.5x4 3x6 FP 3x6 3x63x6 4x6 4x6 1.5x4 1.5x4 3x4 3x4 3x4 1.5x4 1.5x4 19-2-13 19-2-13 2-5-4 1-2-1 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-1-8,Edge], [13:0-1-8,Edge], [18:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.36 0.54 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.28 0.05 (loc) 12-13 12-13 11 l/defl >999 >808 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 79 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 17=0-5-8, 11=0-5-11 Max Grav 17=759(LC 1), 11=755(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1849/0, 3-4=-1849/0, 4-5=-2305/0, 5-6=-2305/0, 6-8=-1860/0, 8-9=-1860/0 BOT CHORD 16-17=0/1112, 14-16=0/2305, 13-14=0/2305, 12-13=0/2260, 11-12=0/1115 WEBS 9-11=-1297/0, 2-17=-1298/0, 9-12=0/875, 2-16=0/866, 6-12=-470/0, 4-16=-627/0, 6-13=-145/280 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F36 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613680 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:23 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-PpIRUs1VG69rG5ERaf_23d5?ZU633ADpcaW3DizRS3Y Scale = 1:11.01 2 3 5 4 6 1.5x4 1.5x4 3x6 1.5x43x4 3x4 0-1-8 0-1-8 4-10-1 4-8-9 2-0-5 2-5-4 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [6:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.12 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.05 0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 22 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=0-9-2, 5=Mechanical Max Grav 4=181(LC 1), 5=186(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Refer to girder(s) for truss to truss connections. 2) 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. 3) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F37 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613681 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:23 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-PpIRUs1VG69rG5ERaf_23d5?cU6Y3ANpcaW3DizRS3Y Scale = 1:11.11 2 3 5 4 6 3x4 1.5x4 1.5x4 3x6 1.5x43x4 0-1-8 0-1-8 4-2-11 4-1-3 1-4-15 2-5-4 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [6:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.09 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.03 0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 20 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=Mechanical, 4=0-9-11 Max Grav 5=161(LC 1), 4=157(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Refer to girder(s) for truss to truss connections. 2) 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. 3) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F38 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613682 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:24 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-t0sphC271PHiuEpd8NVHbqe9gtSMoc?yqEFcl9zRS3X Scale = 1:12.5 1 2 3 4 8 7 6 5 9 1.5x4 1.5x4 3x6 1.5x4 3x4 3x4 3x4 1.5x4 1.5x4 6-5-8 6-5-8 2-5-4 0-11-8 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-1-8,Edge], [3:0-1-8,Edge], [9:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.11 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.02 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 29 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-7-1, 8=Mechanical Max Grav 5=246(LC 1), 8=251(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-274/0 BOT CHORD 7-8=0/274, 6-7=0/274, 5-6=0/274 WEBS 3-5=-314/0, 2-8=-320/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F39 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613683 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:24 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-t0sphC271PHiuEpd8NVHbqe9btR6ocuyqEFcl9zRS3X Scale = 1:12.9 1 2 3 4 8 7 6 5 9 1.5x4 1.5x4 3x6 1.5x4 3x4 3x4 3x4 1.5x4 1.5x4 6-10-7 6-10-7 2-5-4 1-4-7 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-1-8,Edge], [3:0-1-8,Edge], [9:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.13 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 30 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-9-8, 8=Mechanical Max Grav 5=263(LC 1), 8=267(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-301/0 BOT CHORD 7-8=0/301, 6-7=0/301, 5-6=0/301 WEBS 3-5=-345/0, 2-8=-351/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F40 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613684 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:25 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-LCPBvY2lojPZVOOqi40W82AJdHnlX3k63u?9HbzRS3W Scale = 1:15.2 1 2 3 4 5 9 8 7 6 10 1.5x4 1.5x4 3x6 1.5x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 8-2-11 8-2-11 2-5-4 0-6-0 2-2-11 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-1-8,Edge], [7:0-1-8,Edge], [10:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.17 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 36 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-8-1, 9=Mechanical Max Grav 6=317(LC 1), 9=321(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-408/0, 3-4=-408/0 BOT CHORD 8-9=0/408, 7-8=0/408, 6-7=0/388 WEBS 4-6=-449/0, 2-9=-476/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F41 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613685 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:25 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-LCPBvY2lojPZVOOqi40W82AI2HluX3O63u?9HbzRS3W Scale = 1:16.8 1 2 3 4 5 9 8 7 6 10 1.5x4 1.5x4 3x6 1.5x43x4 3x4 3x4 3x4 1.5x4 1.5x4 9-1-13 9-1-13 2-5-4 1-2-9 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-1-8,Edge], [7:0-1-8,Edge], [10:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.30 0.29 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 0.01 (loc) 6-7 6-7 6 l/defl >999 >823 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 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-5-8, 9=Mechanical Max Grav 6=354(LC 1), 9=359(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-495/0, 3-4=-495/0 BOT CHORD 8-9=0/495, 7-8=0/495, 6-7=0/449 WEBS 4-6=-521/0, 2-9=-578/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F42 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613686 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:26 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-qOza6u3OZ1XQ7Yz0FnXlhFjVRh6tGWfFIYkjq1zRS3V Scale = 1:18.0 1 2 3 4 5 6 10 9 8 7 11 1.5x4 1.5x4 3x6 1.5x43x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 9-10-4 9-10-4 2-5-4 1-5-0 0-6-0 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [8:0-1-8,Edge], [9:0-1-8,Edge], [11:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.17 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.01 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 42 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=0-5-4, 10=Mechanical Max Grav 7=382(LC 1), 10=387(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-613/0, 3-4=-613/0, 4-5=-613/0 BOT CHORD 9-10=0/489, 8-9=0/613, 7-8=0/496 WEBS 5-7=-575/0, 2-10=-574/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F43 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613687 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:26 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-qOza6u3OZ1XQ7Yz0FnXlhFjVTh6hGVXFIYkjq1zRS3V Scale = 1:17.4 1 2 3 4 5 6 10 9 8 7 11 1.5x4 1.5x4 3x6 1.5x4 3x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 10-4-7 10-4-7 2-5-4 1-11-3 0-6-0 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [8:0-1-8,Edge], [9:0-1-8,Edge], [11:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.19 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.01 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 44 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=0-5-4, 10=Mechanical Max Grav 7=403(LC 1), 10=407(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-687/0, 3-4=-687/0, 4-5=-687/0 BOT CHORD 9-10=0/521, 8-9=0/687, 7-8=0/530 WEBS 5-7=-615/0, 2-10=-612/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F44 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613688 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:27 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-IbXyKE40KKfHliYCpV2_DTGgE5Rq?yhOWCUGMTzRS3U Scale = 1:18.0 1 2 3 4 5 6 10 9 8 7 11 1.5x4 1.5x4 3x6 1.5x4 3x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 10-8-11 10-8-11 2-5-4 2-3-7 0-6-0 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [8:0-1-8,Edge], [9:0-1-8,Edge], [11:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.19 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.01 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 45 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=0-5-11, 10=Mechanical Max Grav 7=417(LC 1), 10=421(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-740/0, 3-4=-740/0, 4-5=-740/0 BOT CHORD 9-10=0/544, 8-9=0/740, 7-8=0/554 WEBS 5-7=-643/0, 2-10=-639/0, 5-8=0/252, 2-9=0/265 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F45 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613689 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:27 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-IbXyKE40KKfHliYCpV2_DTGgF5Rq?yfOWCUGMTzRS3U Scale = 1:18.2 1 2 3 4 5 6 10 9 8 7 11 1.5x4 1.5x4 3x6 1.5x4 3x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 10-10-2 10-10-2 2-5-4 2-4-14 0-6-0 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [8:0-1-8,Edge], [9:0-1-8,Edge], [11:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.19 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.01 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 45 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=0-5-6, 10=Mechanical Max Grav 7=422(LC 1), 10=426(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-758/0, 3-4=-758/0, 4-5=-758/0 BOT CHORD 9-10=0/553, 8-9=0/758, 7-8=0/562 WEBS 5-7=-652/0, 2-10=-649/0, 5-8=0/263, 2-9=0/271 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F46 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613690 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:28 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-mn5KXa5e5eo7Ms7ONCZDmgor?Vn3kPvYlsDpuwzRS3T Scale = 1:18.1 1 2 3 4 5 6 10 9 8 7 11 1.5x4 1.5x4 3x6 1.5x4 3x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 10-9-14 10-9-14 2-5-4 2-4-10 0-6-0 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [8:0-1-8,Edge], [9:0-1-8,Edge], [11:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.19 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.01 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 45 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=0-5-6, 10=Mechanical Max Grav 7=421(LC 1), 10=425(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-754/0, 3-4=-754/0, 4-5=-754/0 BOT CHORD 9-10=0/551, 8-9=0/754, 7-8=0/560 WEBS 5-7=-650/0, 2-10=-647/0, 5-8=0/260, 2-9=0/270 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F47 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613691 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:28 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-mn5KXa5e5eo7Ms7ONCZDmgor_Vo4kPyYlsDpuwzRS3T Scale = 1:17.8 1 2 3 4 5 6 10 9 8 7 11 1.5x4 1.5x4 3x6 1.5x4 3x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 10-7-12 10-7-12 2-5-4 2-2-8 0-6-0 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [8:0-1-8,Edge], [9:0-1-8,Edge], [11:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.19 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.01 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 45 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=0-5-4, 10=Mechanical Max Grav 7=414(LC 1), 10=418(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-728/0, 3-4=-728/0, 4-5=-728/0 BOT CHORD 9-10=0/539, 8-9=0/728, 7-8=0/548 WEBS 5-7=-637/0, 2-10=-633/0, 2-9=0/261 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F48 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613692 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:29 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-Ezfilw5Gsyw__0ibxw5SIuL0iu8QTsIh_WzNQMzRS3S Scale = 1:17.2 1 2 3 4 5 6 10 9 8 7 11 1.5x4 1.5x4 3x6 1.5x4 3x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 10-3-8 10-3-8 2-5-4 1-10-4 0-6-0 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [8:0-1-8,Edge], [9:0-1-8,Edge], [11:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.18 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.01 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 44 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=0-5-4, 10=Mechanical Max Grav 7=400(LC 1), 10=404(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-676/0, 3-4=-676/0, 4-5=-676/0 BOT CHORD 9-10=0/516, 8-9=0/676, 7-8=0/525 WEBS 5-7=-609/0, 2-10=-606/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F49 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613693 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:30 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-i9D4yG6udF2rc9HnUdchr5t8aIRpCJPrDAiwzozRS3R Scale = 1:17.8 1 2 3 4 5 9 8 7 6 10 1.5x4 1.5x4 3x6 1.5x43x4 3x4 3x4 3x4 1.5x4 1.5x4 9-8-10 9-8-10 2-5-4 1-9-6 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-1-8,Edge], [7:0-1-8,Edge], [10:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.37 0.37 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.19 0.01 (loc) 6-7 6-7 6 l/defl >999 >612 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 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-5-4, 9=Mechanical Max Grav 6=377(LC 1), 9=381(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-553/0, 3-4=-553/0 BOT CHORD 8-9=0/553, 7-8=0/553, 6-7=0/485 WEBS 4-6=-563/0, 2-9=-646/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F50 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613694 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:30 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-i9D4yG6udF2rc9HnUdchr5t9DISVCKirDAiwzozRS3R Scale = 1:16.4 1 2 3 4 5 9 8 7 6 10 1.5x4 1.5x4 3x6 1.5x43x4 3x4 3x4 3x4 1.5x4 1.5x4 8-11-6 8-11-6 2-5-4 1-0-2 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-1-8,Edge], [7:0-1-8,Edge], [10:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.27 0.26 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.11 0.01 (loc) 6-7 6-7 6 l/defl >999 >928 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 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-5-8, 9=Mechanical Max Grav 6=346(LC 1), 9=350(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-475/0, 3-4=-475/0 BOT CHORD 8-9=0/475, 7-8=0/475, 6-7=0/436 WEBS 4-6=-506/0, 2-9=-554/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F51 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613695 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:31 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-AMnT9b7WOZAiDJrz2L7wNJQMIiqfxnK_RqSUVFzRS3Q Scale = 1:14.6 1 2 3 4 5 9 8 7 6 10 1.5x4 1.5x4 3x6 1.5x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 7-10-15 7-10-15 2-5-4 0-6-0 1-10-15 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-1-8,Edge], [7:0-1-8,Edge], [10:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.18 0.14 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 35 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-6-0, 9=Mechanical Max Grav 6=304(LC 1), 9=309(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-380/0, 3-4=-380/0 BOT CHORD 8-9=0/380, 7-8=0/380, 6-7=0/366 WEBS 4-6=-424/0, 2-9=-444/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F52 Truss Type Floor Qty 12 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613696 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:31 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-AMnT9b7WOZAiDJrz2L7wNJQMcistxoO_RqSUVFzRS3Q Scale = 1:11.11 2 3 5 4 1.5x4 1.5x4 3x4 3x4 3x4 0-1-8 0-1-8 3-5-8 3-4-0 0-9-4 2-5-4 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.06 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.01 0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 16 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 5=0-5-8 Max Grav 4=133(LC 1), 5=133(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Refer to girder(s) for truss to truss connections. 2) 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. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F53 Truss Type Floor Qty 4 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613697 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:32 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-eYLrNx889tIZrTQAc2e9wWzX269sgEY8gUB11hzRS3P Scale = 1:14.8 1 2 3 4 5 9 8 7 6 10 1.5x4 3x6 1.5x4 1.5x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 8-0-0 8-0-0 2-5-4 0-6-0 2-0-0 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-1-8,Edge], [7:0-1-8,Edge], [10:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.18 0.14 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 35 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 9=0-5-8, 6=Mechanical Max Grav 9=308(LC 1), 6=312(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-391/0, 3-4=-391/0 BOT CHORD 8-9=0/391, 7-8=0/391, 6-7=0/368 WEBS 4-6=-432/0, 2-9=-450/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F54 Truss Type Floor Qty 4 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613698 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:32 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-eYLrNx889tIZrTQAc2e9wWzXE6AngF98gUB11hzRS3P Scale = 1:12.4 1 2 3 4 7 6 5 1.5x4 1.5x4 3x4 3x4 3x4 3x4 3x4 1-5-5 1-5-5 1-8-5 0-3-0 1-11-5 0-3-0 5-9-14 3-10-9 1-9-13 1-2-5 2-5-4 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-1-8,Edge], [6:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.08 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 26 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-5-4, 7=Mechanical Max Grav 5=228(LC 1), 7=228(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-5=-269/0, 2-7=-263/0 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) 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. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F56 Truss Type Floor Qty 8 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613699 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:33 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-6kuDaH9nvAQQTd?MAm9OTkVihWTIPf4Hv8xaZ7zRS3O Scale = 1:24.9 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x6 FP 3x4 3x6 3x43x6 FP 3x6 3x4 3x4 3x6 3x6 1.5x4 1.5x4 3x4 3x4 1.5x4 1.5x4 14-11-14 14-11-14 2-5-4 1-3-10 0-6-0 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-1-8,Edge], [5:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.32 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.09 0.02 (loc) 11-12 11-12 10 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 65 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 16=0-5-8, 10=0-5-4 Max Grav 16=590(LC 1), 10=590(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1292/0, 3-4=-1292/0, 4-5=-1408/0, 5-6=-1306/0, 6-8=-1306/0 BOT CHORD 14-16=0/833, 13-14=0/1408, 12-13=0/1408, 11-12=0/1408, 10-11=0/831 WEBS 8-10=-970/0, 2-16=-972/0, 8-11=0/558, 2-14=0/539, 4-14=-270/29 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) 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. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F57 Truss Type Floor Qty 11 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613700 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:33 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-6kuDaH9nvAQQTd?MAm9OTkVhVWUjPgxHv8xaZ7zRS3O Scale = 1:19.2 1 2 3 4 5 6 10 9 8 7 3x4 3x6 3x4 3x6 3x4 3x4 3x4 3x4 1.5x4 1.5x4 11-7-6 11-7-6 2-5-4 1-1-6 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [8:0-1-8,Edge], [9:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.23 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.09 0.01 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 49 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 10=0-5-8, 7=0-5-4 Max Grav 10=455(LC 1), 7=455(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-849/0, 3-4=-849/0, 4-5=-849/0 BOT CHORD 9-10=0/609, 8-9=0/849, 7-8=0/609 WEBS 5-7=-711/0, 2-10=-711/0, 5-8=0/322, 2-9=0/322 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) 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. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F60 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613701 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:34 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-bxSbod9PgUYH4naYjTgd?x2sivt789XQ7og86azRS3N Scale = 1:11.21 2 4 3 1.5x4 3x4 3x4 3x6 2-7-10 2-7-10 2-3-2 1-8-01-8-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 4 3-4 3 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 14 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=0-5-6, 3=0-5-4 Max Grav 4=98(LC 1), 3=98(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 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. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss F61 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613702 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:34 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-bxSbod9PgUYH4naYjTgd?x2usvtK89XQ7og86azRS3N Scale = 1:11.31 2 4 3 1.5x4 3x4 3x4 3x6 1-9-14 1-9-14 1-5-6 1-8-01-8-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 4 4 3 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 11 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=0-5-6, 3=0-5-4 Max Grav 4=66(LC 1), 3=66(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 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. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss L01 Truss Type Floor Supported Gable Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613703 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:35 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-370z?zA1Rog8ix9lHABsY9b4EJDYtcQaMSQhe0zRS3M Scale = 1:13.9 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 3x4 0-0-8 0-0-8 7-5-14 7-5-6 0-1-8 1-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [15:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.06 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) OTHERS 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. All bearings 7-5-6. (lb) - Max Grav All reactions 250 lb or less at joint(s) 14, 8, 13, 12, 11, 10, 9 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 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) N/A 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. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss L02 Truss Type Floor Supported Gable Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613704 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:35 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-370z?zA1Rog8ix9lHABsY9b4CJDYtcQaMSQhe0zRS3M Scale = 1:19.9 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 12-4-14 12-4-141-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.06 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) OTHERS 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. All bearings 12-4-14. (lb) - Max Grav All reactions 250 lb or less at joint(s) 22, 12, 21, 20, 19, 18, 17, 16, 15, 14, 13 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 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. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss L03 Truss Type Floor Supported Gable Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613705 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:36 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-XJaMDJBfC5o?K4kxruj54M7FyjZnc3fjb69FASzRS3L Scale = 1:17.8 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 9-9-0 9-9-01-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.06 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) OTHERS 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. All bearings 9-9-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 18, 10, 17, 16, 15, 14, 13, 12, 11 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 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. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss L04 Truss Type Floor Supported Gable Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613706 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:37 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-?W8kQfCHzPwsxEJ7PbEKdagQj7v?LVvtqmvojuzRS3K Scale = 1:36.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x6 FP 3x4 3x43x6 FP 21-11-14 21-11-141-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.06 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 20 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 81 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) OTHERS 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. All bearings 21-11-14. (lb) - Max Grav All reactions 250 lb or less at joint(s) 38, 20, 37, 36, 35, 34, 33, 32, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 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. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss L05 Truss Type Floor Supported Gable Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613707 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:38 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-Tii6d?Cvkj2jZOuJyJlZAnDbSXEE4y902QeLFLzRS3J Scale = 1:35.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x6 FP 3x4 3x6 FP 21-10-14 21-10-141-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.06 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 20 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 79 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) OTHERS 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. All bearings 21-10-14. (lb) - Max Grav All reactions 250 lb or less at joint(s) 37, 20, 36, 35, 34, 33, 32, 31, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 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. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss L06 Truss Type Floor Supported Gable Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613708 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:38 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-Tii6d?Cvkj2jZOuJyJlZAnDbSXEG4y902QeLFLzRS3J Scale = 1:35.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x6 FP 3x6 FP 22-1-15 22-1-151-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.06 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 20 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 80 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) OTHERS 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. All bearings 22-1-15. (lb) - Max Grav All reactions 250 lb or less at joint(s) 38, 20, 37, 36, 35, 34, 33, 32, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 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. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss L07 Truss Type Floor Supported Gable Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613709 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:39 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-xuGUrKDXV0AaBYTWW0Goi?lmBwaUpPPAH4OvnnzRS3I Scale = 1:17.9 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 9-9-8 9-9-81-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.06 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) OTHERS 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. All bearings 9-9-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 18, 10, 17, 16, 15, 14, 13, 12, 11 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 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. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss L08 Truss Type Floor Supported Gable Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613710 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:39 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-xuGUrKDXV0AaBYTWW0Goi?lmBwaUpPPAH4OvnnzRS3I Scale = 1:17.8 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 11-1-8 11-1-81-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.06 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 42 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) OTHERS 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. All bearings 11-1-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 20, 11, 19, 18, 17, 16, 15, 14, 13, 12 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 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. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss L09 Truss Type Floor Supported Gable Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613711 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:40 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-P5ps2gEAGKIQoi2i4kn1FCIxxKwkYsfJWk7SJDzRS3H Scale = 1:37.6 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 3x6 FP 3x6 FP 23-5-8 23-5-81-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.06 0.01 0.02 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: 84 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) OTHERS 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. All bearings 23-5-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 40, 21, 39, 38, 37, 36, 35, 34, 33, 31, 30, 29, 28, 27, 26, 25, 24, 23, 22 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 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. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss L10 Truss Type Floor Supported Gable Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613712 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:41 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-tHNFG0Fo1eQHQscueRIGnQr4bkGxHJuSkOt?sgzRS3G Scale = 1:38.7 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 3x6 FP 3x6 FP 24-1-8 24-1-81-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.07 0.01 0.02 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: 86 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) OTHERS 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. All bearings 24-1-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 40, 21, 39, 38, 37, 36, 35, 34, 33, 31, 30, 29, 28, 27, 26, 25, 24, 23, 22 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 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. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss L11 Truss Type Floor Supported Gable Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613713 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:41 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-tHNFG0Fo1eQHQscueRIGnQr5okGyHJwSkOt?sgzRS3G Scale = 1:11.21 2 3 6 5 4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 2-5-6 2-5-61-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.05 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=2-5-6, 4=2-5-6, 5=2-5-6 Max Grav 6=69(LC 1), 4=54(LC 1), 5=155(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) 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. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss L12 Truss Type Floor Supported Gable Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613714 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:42 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-MTxdTMGQoxY82?B5B9pVKdNGS8cC0m9cz2cZO6zRS3F Scale = 1:33.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x6 FP 3x6 FP 21-1-6 21-1-61-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.06 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 19 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 76 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) OTHERS 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. All bearings 21-1-6. (lb) - Max Grav All reactions 250 lb or less at joint(s) 36, 19, 35, 34, 33, 32, 31, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 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. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss L13 Truss Type Floor Supported Gable Qty 2 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613715 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:42 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-MTxdTMGQoxY82?B5B9pVKdNGO8cC0m8cz2cZO6zRS3F Scale = 1:11.11 2 3 4 8 7 6 5 3-6-4 3-6-41-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.06 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 3-6-4. (lb) - Max Grav All reactions 250 lb or less at joint(s) 8, 5, 7, 6 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 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. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss L14 Truss Type Floor Supported Gable Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613716 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:43 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-qgV?hiG2ZFh?f9mHlsLktrwRCYyRlDOlCiM6wYzRS3E Scale = 1:42.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 3x6 FP 3x6 FP 26-5-8 26-5-81-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.06 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 23 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 94 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) OTHERS 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. All bearings 26-5-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 44, 23, 43, 42, 41, 40, 39, 38, 37, 36, 35, 33, 32, 31, 30, 29, 28, 27, 26, 25, 24 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 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. April 12,2021 06/22/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2100574 Truss L15 Truss Type Floor Supported Gable Qty 1 Ply 1 ADAMS RESIDENCE 1ST FL Job Reference (optional) I45613717 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:44 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:gv8e8_Vlj5rTprnmxNJTEJzbzKM-Is3Nu2HgKZpsHJLTJZszP2TcuxIgUgdvRM5gS_zRS3D Scale = 1:11.11 2 3 4 8 7 6 5 3-5-8 3-5-81-8-01-8-0Plate Offsets (X,Y)-- [1:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.06 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 3-5-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 8, 5, 7, 6 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 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. April 12,2021 06/22/21 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 platewidth measured perpendicularto slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamicor other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside" 16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W4- 6 W3-6W3-7 W2-7W1-7C1-8 C5-6C6-7C7-8 C4-5 C3-4C2-3C1-2 TOP CHORD TOP CHORD 8 7 6 54321 BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates therequired direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1" 4/3PLATE LOCATION AND ORIENTATIONSymbols Numbering 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. 6-4-8 WEBS Trusses are designed for wind loads in the plane of thetruss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1section 6.3 These truss designs rely on lumber valuesestablished by others.dimensions shown in ft-in-sixteenths06/22/21