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HomeMy WebLinkAboutI45613760.2100575 (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: I45613760 thru I45613801 My license renewal date for the state of Indiana is July 31, 2022. 2100575 ADAMS RESIDENCE 2ND 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 2100575 Truss F02 Truss Type Floor Qty 29 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613760 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:zGgHUYl9rYNGLdfFmzN0_szc3sM-m3XcaTluk4gIu3uFuoihmnDU4X1m4st02QeLFLzRS3J Scale = 1:43.0 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 3x12 MT18HS FP 4x6 3x6 FP 4x6 4x84x8 5x9 5x9 3x4 3x4 3x6 3x6 3x4 3x4 25-11-0 25-11-0 2-5-4 2-2-12 0-6-0 0-1-8 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [7:0-1-8,Edge], [8:0-1-8,Edge], [14:Edge,0-1-8], [23:0-1-8,0-0-12], [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 0.47 0.87 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.53 -0.79 0.13 (loc) 17 17 14 l/defl >583 >389 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 104 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) 22=0-5-8, 14=0-3-8 Max Grav 22=1022(LC 1), 14=1022(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3064/0, 3-4=-3064/0, 4-5=-4587/0, 5-7=-4587/0, 7-8=-4794/0, 8-9=-4592/0, 9-10=-4592/0, 10-11=-3064/0, 11-12=-3064/0 BOT CHORD 21-22=0/1743, 20-21=0/3994, 18-20=0/4794, 17-18=0/4794, 16-17=0/4794, 15-16=0/3994, 14-15=0/1743 WEBS 12-14=-1974/0, 2-22=-1974/0, 12-15=0/1508, 2-21=0/1507, 10-15=-1061/0, 4-21=-1062/0, 10-16=0/683, 4-20=0/677, 8-16=-502/166, 7-20=-501/154 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. 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 2100575 Truss F02A Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613761 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:zGgHUYl9rYNGLdfFmzN0_szc3sM-m3XcaTluk4gIu3uFuoihmnDWYX7X4vB02QeLFLzRS3J Scale = 1:43.1 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 3x6 FP 3x6 3x4 3x6 FP 3x6 3x4 4x4 3x6 3x4 3x4 3x43x4 3x43x4 14-3-10 14-3-10 25-11-0 11-7-6 2-5-4 1-5-2 1-5-2 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [15:0-1-8,Edge], [16:0-1-8,Edge], [19:0-1-8,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 0.37 0.50 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.16 0.02 (loc) 20-21 20-21 14 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 100 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: 16-17,15-16. REACTIONS. All bearings 11-8-2 except (jt=length) 22=0-5-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 14, 16 except 22=519(LC 1), 17=902(LC 1), 15=296(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1238/0, 3-4=-1238/0, 4-5=-1143/0, 5-6=-1143/0, 6-8=0/492, 8-9=0/492 BOT CHORD 21-22=0/808, 20-21=0/1143, 19-20=0/1143, 17-19=0/504 WEBS 2-22=-913/0, 6-17=-1038/0, 2-21=0/491, 6-19=0/730, 5-19=-253/0, 9-17=-425/0, 12-15=-272/0 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 2100575 Truss F03 Truss Type FLOOR Qty 12 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613762 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:zGgHUYl9rYNGLdfFmzN0_szc3sM-EF5_oomWVNo9WDTSSVDwI?ld3wMmpEZAH4OvnnzRS3I Scale = 1:43.8 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 21 3x12 MT18HS FP 1.5x4 4x8 1.5x4 1.5x4 1.5x4 3x6 FP 5x12 MT18HS 3x6 4x6 4x8 1.5x4 3x6 3x6 1.5x4 3x4 1.5x4 3x6 3x4 8x16 3x6 5-6-4 5-6-4 25-11-0 20-4-12 2-5-4 2-5-8 2-7-0 0-1-8 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-5-12,Edge], [18:0-6-0,Edge], [19:Edge,0-1-8], [20:0-1-8,0-0-12], [21:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 0-8-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.58 0.95 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.50 -0.76 0.12 (loc) 15-17 15-17 13 l/defl >611 >405 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 106 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) 19=0-5-8, 13=0-3-8 Max Grav 19=1306(LC 1), 13=716(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4616/0, 3-4=-4614/0, 4-5=-4578/0, 5-6=-4578/0, 6-8=-3794/0, 8-9=-3794/0, 9-10=-2286/0, 10-11=-2286/0 BOT CHORD 18-19=0/2349, 17-18=0/4694, 15-17=0/4270, 14-15=0/3124, 13-14=0/1253 WEBS 3-18=-1094/0, 2-19=-2664/0, 11-13=-1420/0, 11-14=0/1179, 9-14=-957/0, 9-15=0/764, 6-15=-544/0, 6-17=0/351, 2-18=0/2542 NOTES- 1) All plates are MT20 plates unless otherwise indicated. 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. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 13-19=-3, 1-12=-37 Concentrated Loads (lb) Vert: 3=-1000 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 2100575 Truss F03A Truss Type FLOOR Qty 2 Ply 2 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613763 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:zGgHUYl9rYNGLdfFmzN0_szc3sM-iSeM?8n9Ghw?7N2e0Dk9rCIsOKlPYi1JWk7SJDzRS3H Scale = 1:44.6 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 6x8 3x8 MT18HS FP 1.5x4 6x8 1.5x4 3x6 FP 6x6 8x12 6x8 4x6 6x6 6x6 6x8 6x8 5x6 7x12 MT18HS 6x10 3x6 FP 3x8 MT18HS FP 5-6-4 5-6-4 20-5-0 14-10-12 25-11-0 5-6-0 2-5-4 0-1-12 1-5-8 0-6-0 0-1-8 0-1-8 0-1-8 1-6-00-1-81-6-0Plate Offsets (X,Y)-- [9:0-3-0,Edge], [14:0-3-0,0-0-0], [15:0-5-4,Edge], [18:0-1-8,Edge], [22:0-3-0,0-0-0], [27:0-1-8,Edge], [29:0-1-8,0-0-8], [30:0-1-8,0-0-8] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.35 0.73 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.45 -0.67 0.09 (loc) 20-22 20-22 17 l/defl >686 >457 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 373 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) *Except* 10-16,7-16: 2x4 SP DSS(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) *Except* 17-24,17-21: 2x4 SP DSS(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) 28=0-5-8, 17=0-3-8 Max Grav 28=2551(LC 1), 17=3993(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9608/0, 3-4=-9608/0, 4-5=-9608/0, 5-6=-13618/0, 6-8=-13618/0, 8-9=-14588/0, 9-11=-15697/0, 11-12=-15697/0, 12-13=-15645/0, 13-14=-15645/0, 14-15=-15645/0 BOT CHORD 27-28=0/5153, 26-27=0/9608, 25-26=0/12004, 23-25=0/14588, 22-23=0/14588, 20-22=0/14588, 19-20=0/16098, 18-19=0/15645, 17-18=0/7964 WEBS 13-19=-1344/0, 4-26=0/318, 2-28=-5649/0, 2-27=0/4983, 3-27=-1490/0, 12-19=-575/0, 5-26=-2736/0, 12-20=-775/0, 5-25=0/1860, 9-20=0/1612, 8-25=-1493/0, 8-23=0/400, 9-22=-430/0, 15-17=-8855/0, 15-18=0/8587, 14-18=-2384/0 NOTES- 1) Fasten trusses together to act as a single unit as per standard industry detail, or loads are to be evenly applied to all plies. 2) Unbalanced floor live loads have been considered for this design. 3) All plates are MT20 plates unless otherwise indicated. 4) All plates are 3x6 MT20 unless otherwise indicated. 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. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-28=-7, 1-16=-73 Concentrated Loads (lb) Vert: 13=-3500 4=-1000 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 2100575 Truss F04 Truss Type Floor Qty 3 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613764 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:zGgHUYl9rYNGLdfFmzN0_szc3sM-AeClDUon1?2slXcqawFONQr0lk8qHGzSkOt?sgzRS3G Scale = 1:24.6 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 3x6 FP 1.5x4 3x6 1.5x4 1.5x4 1.5x4 3x6 FP 3x6 3x4 3x4 3x6 3x4 1.5x4 1.5x4 3x4 1.5x4 14-8-2 14-8-2 2-5-4 1-7-6 0-1-8 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [12:0-1-8,Edge], [15:0-1-8,0-0-12], [16:0-1-8,0-0-12] 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 0.53 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.18 0.02 (loc) 10-11 10-11 9 l/defl >999 >962 n/a L/d 480 360 n/a PLATES MT20 Weight: 58 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) 14=0-5-8, 9=0-5-8 Max Grav 14=572(LC 1), 9=572(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1458/0, 3-4=-1458/0, 4-5=-1428/0, 5-7=-1428/0 BOT CHORD 12-14=0/910, 11-12=0/1458, 10-11=0/1458, 9-10=0/906 WEBS 7-9=-1025/0, 2-14=-1029/0, 7-10=0/596, 2-12=0/641 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 2100575 Truss F05 Truss Type Floor Qty 2 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613765 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:zGgHUYl9rYNGLdfFmzN0_szc3sM-fqm7QqpPoIAjNgB17emdwdNB08T70ijcz2cZO6zRS3F Scale = 1:31.1 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 3x8 MT18HS FP 3x6 3x6 FP 3x6 4x64x6 4x8 4x8 3x4 3x4 3x4 18-11-0 18-11-0 2-5-4 0-10-4 0-1-8 0-1-8 1-4-01-4-0Plate 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], [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 0.34 0.59 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.35 0.06 (loc) 12-13 12-13 11 l/defl >998 >638 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 74 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=0-3-8, 11=0-3-8 Max Grav 17=742(LC 1), 11=742(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2306/0, 3-4=-2306/0, 4-5=-2843/0, 5-6=-2843/0, 6-7=-2315/0, 7-9=-2315/0 BOT CHORD 16-17=0/1388, 14-16=0/2843, 13-14=0/2843, 12-13=0/2800, 11-12=0/1392 WEBS 9-11=-1535/0, 2-17=-1530/0, 9-12=0/1025, 2-16=0/1020, 6-12=-538/0, 4-16=-697/0, 6-13=-184/307 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. 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 2100575 Truss F06 Truss Type Floor Qty 5 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613766 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:zGgHUYl9rYNGLdfFmzN0_szc3sM-fqm7QqpPoIAjNgB17emdwdNBK8TF0ihcz2cZO6zRS3F Scale = 1:31.6 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 3x8 MT18HS FP 1.5x4 3x6 1.5x4 3x6 1.5x4 3x6 FP 5x9 3x6 3x6 4x8 4x8 1.5x4 1.5x4 3x43x4 3x4 1.5x4 1.5x4 18-11-0 18-11-0 2-5-4 0-8-12 0-1-8 0-3-0 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [11:Edge,0-1-8], [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 0.32 0.58 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.34 0.06 (loc) 12-13 12-13 11 l/defl >999 >653 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 75 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=0-3-8, 11=0-3-8 Max Grav 17=740(LC 1), 11=735(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2297/0, 3-4=-2297/0, 4-5=-2824/0, 5-6=-2824/0, 6-7=-2322/0, 7-9=-2322/0 BOT CHORD 16-17=0/1383, 14-16=0/2824, 13-14=0/2824, 12-13=0/2791, 11-12=0/1414 WEBS 9-11=-1548/0, 2-17=-1525/0, 9-12=0/1009, 2-16=0/1015, 6-12=-521/0, 4-16=-680/0, 6-13=-193/293 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 2100575 Truss F07 Truss Type Floor Qty 2 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613767 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:zGgHUYl9rYNGLdfFmzN0_szc3sM-71KVeAp1ZcJa_qmDhLIsTrwMmYpMl9xlCiM6wYzRS3E 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 1.5x4 3x6 1.5x4 3x43x6 FP 3x6 4x6 4x6 4x8 4x8 1.5x4 1.5x4 3x43x4 3x4 1.5x4 1.5x4 18-11-0 18-11-0 2-5-4 0-10-4 0-1-8 1-4-01-4-0Plate 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 0.34 0.59 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.35 0.06 (loc) 12-13 12-13 11 l/defl >998 >638 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 74 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=0-3-8, 11=0-3-8 Max Grav 17=742(LC 1), 11=747(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2306/0, 3-4=-2306/0, 4-5=-2843/0, 5-6=-2843/0, 6-7=-2315/0, 7-9=-2315/0 BOT CHORD 16-17=0/1388, 14-16=0/2843, 13-14=0/2843, 12-13=0/2800, 11-12=0/1394 WEBS 9-11=-1541/0, 2-17=-1530/0, 9-12=0/1023, 2-16=0/1020, 6-12=-539/0, 4-16=-697/0, 6-13=-184/307 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 2100575 Truss F08 Truss Type Floor Qty 7 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613768 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:zGgHUYl9rYNGLdfFmzN0_szc3sM-71KVeAp1ZcJa_qmDhLIsTrwMJYp5l9ulCiM6wYzRS3E 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 1.5x4 3x6 1.5x4 3x43x6 FP 3x6 4x6 4x6 4x8 4x8 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 1-4-01-4-0Plate 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 0.37 0.61 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.37 0.06 (loc) 12-13 12-13 11 l/defl >953 >610 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 74 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=0-3-8, 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=-2333/0, 3-4=-2333/0, 4-5=-2892/0, 5-6=-2892/0, 6-7=-2343/0, 7-9=-2343/0 BOT CHORD 16-17=0/1402, 14-16=0/2892, 13-14=0/2892, 12-13=0/2842, 11-12=0/1409 WEBS 9-11=-1557/0, 2-17=-1546/0, 9-12=0/1038, 2-16=0/1034, 6-12=-554/0, 4-16=-728/0, 6-13=-180/323 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 2100575 Truss F09 Truss Type Floor Qty 4 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613769 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:zGgHUYl9rYNGLdfFmzN0_szc3sM-bDutrWqfKwRRc_LPF2p5?2TavxCgUdEvRM5gS_zRS3D Scale = 1:25.6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 3x6 FP 1.5x4 3x6 1.5x4 3x43x6 FP 3x6 3x6 4x4 3x6 3x6 1.5x4 1.5x4 3x4 3x4 1.5x4 1.5x4 15-4-4 15-4-4 2-5-4 1-8-0 0-6-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [5:0-1-8,Edge], [17:0-1-8,0-0-12] 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 0.39 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.14 0.03 (loc) 11-12 11-12 10 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 62 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=0-3-8, 10=Mechanical Max Grav 16=600(LC 1), 10=604(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1709/0, 3-4=-1709/0, 4-5=-1889/0, 5-6=-1723/0, 6-8=-1723/0 BOT CHORD 14-16=0/1089, 13-14=0/1889, 12-13=0/1889, 11-12=0/1889, 10-11=0/1089 WEBS 8-10=-1204/0, 2-16=-1200/0, 8-11=0/705, 2-14=0/688, 5-11=-310/39, 4-14=-331/21 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 2100575 Truss F10 Truss Type Floor Qty 5 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613770 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:45 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zGgHUYl9rYNGLdfFmzN0_szc3sM-3PSF2srH5DZIE8wcpmKKYG?jNLYlD5Z2f0rD?RzRS3C Scale = 1:19.2 1 2 3 4 5 6 7 12 11 10 9 8 13 1.5x4 1.5x4 3x6 1.5x4 4x6 4x6 3x4 3x4 3x4 3x4 1.5x4 1.5x4 0-3-0 0-3-0 11-5-0 11-2-0 1-3-0 2-5-4 1-10-4 0-3-0 0-1-8 1-4-01-1-01-4-0Plate Offsets (X,Y)-- [1:0-3-0,Edge], [2:0-3-0,Edge], [9:0-1-8,Edge], [10:0-1-8,Edge], [11:0-1-8,Edge], [12:Edge,0-0-12], [13:0-1-8,0-0-12] 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 0.34 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.16 0.01 (loc) 8-9 8-9 8 l/defl >999 >818 n/a L/d 480 360 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) 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=0-3-8, 1=0-2-12 Max Grav 8=435(LC 1), 1=439(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-444/0, 2-4=-983/0, 4-5=-983/0, 5-6=-983/0 BOT CHORD 10-11=0/444, 9-10=0/983, 8-9=0/740 WEBS 2-11=-371/0, 1-11=0/578, 6-8=-814/0, 2-10=0/613, 6-9=0/339 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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 2100575 Truss F11 Truss Type Floor Qty 2 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613771 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:45 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zGgHUYl9rYNGLdfFmzN0_szc3sM-3PSF2srH5DZIE8wcpmKKYG?kZLa9D5c2f0rD?RzRS3C Scale = 1:19.3 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 11-5-12 11-5-12 2-5-4 1-1-4 0-1-8 1-4-01-4-0Plate 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 0.25 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.10 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=0-3-8, 10=0-3-8 Max Grav 7=447(LC 1), 10=452(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1068/0, 3-4=-1068/0, 4-5=-1068/0 BOT CHORD 9-10=0/756, 8-9=0/1068, 7-8=0/768 WEBS 5-7=-845/0, 2-10=-839/0, 5-8=0/381, 2-9=0/391 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 2100575 Truss F12 Truss Type Floor Qty 3 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613772 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:46 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zGgHUYl9rYNGLdfFmzN0_szc3sM-Xb0eGCsvsXh9rIVoMTrZ4TYvGlwWyYsBufamXtzRS3B Scale = 1:19.0 1 2 3 4 5 6 10 9 8 7 11 3x4 3x6 1.5x4 3x6 1.5x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 11-5-12 11-5-12 2-5-4 0-11-12 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [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 0.24 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 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=0-3-8 Max Grav 10=449(LC 1), 7=445(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1059/0, 3-4=-1059/0, 4-5=-1059/0 BOT CHORD 9-10=0/765, 8-9=0/1059, 7-8=0/763 WEBS 5-7=-840/0, 2-10=-845/0, 5-8=0/374, 2-9=0/373 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 2100575 Truss F13 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613773 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:46 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zGgHUYl9rYNGLdfFmzN0_szc3sM-Xb0eGCsvsXh9rIVoMTrZ4TYvGlwWyYsBufamXtzRS3B Scale = 1:19.0 1 2 3 4 5 6 10 9 8 7 11 3x4 3x6 1.5x4 3x6 1.5x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 11-5-12 11-5-12 2-5-4 0-11-12 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [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 0.24 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 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=0-3-4 Max Grav 10=449(LC 1), 7=445(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1059/0, 3-4=-1059/0, 4-5=-1059/0 BOT CHORD 9-10=0/765, 8-9=0/1059, 7-8=0/763 WEBS 5-7=-840/0, 2-10=-845/0, 5-8=0/374, 2-9=0/373 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 2100575 Truss F14 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613774 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:46 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zGgHUYl9rYNGLdfFmzN0_szc3sM-Xb0eGCsvsXh9rIVoMTrZ4TYvElwQyYrBufamXtzRS3B Scale = 1:19.2 1 2 3 4 5 6 10 9 8 7 11 3x4 3x6 1.5x4 3x6 1.5x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 11-6-11 11-6-11 2-5-4 1-0-11 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [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 0.25 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.10 0.01 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 480 360 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) 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=0-2-11 Max Grav 10=452(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=-1072/0, 3-4=-1072/0, 4-5=-1072/0 BOT CHORD 9-10=0/771, 8-9=0/1072, 7-8=0/769 WEBS 5-7=-847/0, 2-10=-852/0, 5-8=0/382, 2-9=0/381 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 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 2100575 Truss F15 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613775 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:47 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zGgHUYl9rYNGLdfFmzN0_szc3sM-?oa0TYsYcqp0TS4_wBModh54x9FMh?0L7JKK3JzRS3A Scale = 1:19.6 1 2 3 4 5 6 10 9 8 7 11 3x4 3x6 1.5x4 3x6 1.5x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 11-10-0 11-10-0 2-5-4 1-4-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [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 0.27 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.11 0.01 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 480 360 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) 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=0-3-3 Max Grav 10=463(LC 1), 7=459(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1118/0, 3-4=-1118/0, 4-5=-1118/0 BOT CHORD 9-10=0/794, 8-9=0/1118, 7-8=0/792 WEBS 5-7=-872/0, 2-10=-878/0, 5-8=0/412, 2-9=0/411 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 2100575 Truss F16 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613776 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:47 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zGgHUYl9rYNGLdfFmzN0_szc3sM-?oa0TYsYcqp0TS4_wBModh54u9F3h?xL7JKK3JzRS3A Scale = 1:20.1 1 2 3 4 5 6 10 9 8 7 11 3x4 3x6 1.5x4 3x6 1.5x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 12-1-5 12-1-5 2-5-4 1-7-5 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [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 0.21 0.29 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.13 0.02 (loc) 7-8 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) 10=0-5-8, 7=0-2-15 Max Grav 10=474(LC 1), 7=470(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1165/0, 3-4=-1165/0, 4-5=-1165/0 BOT CHORD 9-10=0/817, 8-9=0/1165, 7-8=0/815 WEBS 5-7=-897/0, 2-10=-903/0, 5-8=0/443, 2-9=0/442 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 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 2100575 Truss F17 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613777 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:48 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zGgHUYl9rYNGLdfFmzN0_szc3sM-T_7OhttAN8xt5cfAUut1AudCUZWaQROUMz3tbmzRS39 Scale = 1:24.7 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 3x6 FP 3x4 3x6 1.5x4 1.5x4 3x6 FP 3x6 3x4 3x6 3x6 3x4 1.5x4 1.5x4 3x4 1.5x4 14-9-12 14-9-12 2-5-4 1-9-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-1-8,Edge], [12:0-1-8,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 0.41 0.59 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.22 0.03 (loc) 10-11 10-11 9 l/defl >999 >795 n/a L/d 480 360 n/a PLATES MT20 Weight: 57 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) 14=Mechanical, 9=0-3-12 Max Grav 14=582(LC 1), 9=578(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1686/0, 3-4=-1686/0, 4-5=-1647/0, 5-7=-1647/0 BOT CHORD 12-14=0/1048, 11-12=0/1686, 10-11=0/1686, 9-10=0/1042 WEBS 7-9=-1148/0, 2-14=-1159/0, 7-10=0/672, 2-12=0/730, 4-10=-275/125 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 2100575 Truss F18 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613778 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:49 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zGgHUYl9rYNGLdfFmzN0_szc3sM-xAhmuDuo8S3kilEN2cOGi6AQZyvs9uTeadpR8CzRS38 Scale = 1:25.6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 3x6 FP 3x4 3x6 1.5x4 1.5x4 3x6 FP 3x6 3x6 3x4 3x6 3x6 1.5x4 1.5x4 3x4 3x4 1.5x4 1.5x4 15-4-2 15-4-2 2-5-4 1-7-14 0-6-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-1-8,Edge], [5:0-1-8,Edge], [17:0-1-8,0-0-12] 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 0.39 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.14 0.03 (loc) 11-12 11-12 10 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 62 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=Mechanical, 10=0-1-13 Max Grav 16=604(LC 1), 10=599(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1706/0, 3-4=-1706/0, 4-5=-1886/0, 5-6=-1722/0, 6-8=-1722/0 BOT CHORD 14-16=0/1090, 13-14=0/1886, 12-13=0/1886, 11-12=0/1886, 10-11=0/1086 WEBS 8-10=-1197/0, 2-16=-1205/0, 8-11=0/706, 2-14=0/685, 5-11=-309/40, 4-14=-331/21 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 at joint(s) 10. 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 2100575 Truss F19 Truss Type Floor Qty 4 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613779 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:49 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zGgHUYl9rYNGLdfFmzN0_szc3sM-xAhmuDuo8S3kilEN2cOGi6AReywk9u2eadpR8CzRS38 Scale = 1:22.2 1 2 3 4 5 6 7 12 11 10 9 8 3x4 3x6 3x4 3x6 3x4 3x4 3x6 3x4 1.5x4 1.5x4 3x4 1.5x4 6-8-4 6-8-4 8-1-8 1-5-4 13-4-8 5-3-0 2-5-4 0-7-8 2-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-1-8,Edge], [11:0-1-8,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 0.34 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.09 0.02 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 54 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) 12=Mechanical, 8=Mechanical Max Grav 12=525(LC 1), 8=525(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1394/0, 3-4=-1394/0, 4-5=-1390/0, 5-6=-1390/0 BOT CHORD 11-12=0/926, 10-11=0/1394, 9-10=0/1394, 8-9=0/923 WEBS 6-8=-1020/0, 2-12=-1024/0, 6-9=0/519, 2-11=0/527 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 2100575 Truss F20 Truss Type Floor Qty 10 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613780 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:50 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zGgHUYl9rYNGLdfFmzN0_szc3sM-QNF86ZvQvlBbKvoZbJwVFJjb5MGVuL2npHY_gezRS37 Scale = 1:23.7 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 3x6 FP 3x4 3x6 1.5x4 1.5x4 3x6 FP 3x6 3x4 3x4 3x6 3x4 1.5x4 1.5x43x4 1.5x4 4x6 4x6 13-6-6 13-6-6 14-2-12 0-8-6 2-5-4 2-4-14 0-7-8 0-3-14 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-1-8,Edge], [10:Edge,0-1-8], [12:0-1-8,Edge], [17:0-1-8,0-0-12] 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 0.37 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.11 0.02 (loc) 13-14 13-14 10 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 60 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=Mechanical, 10=0-11-0 Max Grav 16=559(LC 1), 10=555(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1537/0, 3-4=-1537/0, 4-5=-1598/0, 5-7=-1598/0, 7-8=-291/0 BOT CHORD 14-16=0/994, 13-14=0/1598, 12-13=0/1598, 11-12=0/1149, 10-11=0/291 WEBS 8-11=0/438, 2-16=-1099/0, 7-11=-949/0, 2-14=0/603, 7-12=0/526, 8-10=-685/0 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 2100575 Truss F21 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613781 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:50 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zGgHUYl9rYNGLdfFmzN0_szc3sM-QNF86ZvQvlBbKvoZbJwVFJjYRMBFuKWnpHY_gezRS37 Scale = 1:32.6 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 3x6 FP 1.5x4 3x43x6 FP 3x6 4x6 3x6 4x6 4x8 4x8 1.5x4 1.5x4 3x43x4 3x4 1.5x4 1.5x4 19-4-4 19-4-4 2-5-4 1-5-0 1-4-01-4-0Plate 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 0.44 0.70 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.42 0.06 (loc) 12-13 12-13 11 l/defl >854 >548 n/a L/d 480 360 n/a PLATES MT20 Weight: 74 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 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=Mechanical, 17=Mechanical Max Grav 11=767(LC 1), 17=767(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2365/0, 3-4=-2365/0, 4-5=-2987/0, 5-6=-2987/0, 6-8=-2400/0, 8-9=-2400/0 BOT CHORD 15-17=0/1402, 14-15=0/2987, 13-14=0/2987, 12-13=0/2924, 11-12=0/1438 WEBS 9-11=-1590/0, 2-17=-1557/0, 9-12=0/1069, 2-15=0/1070, 6-12=-583/0, 4-15=-808/0, 6-13=-171/355 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 2100575 Truss F22 Truss Type Floor Qty 2 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613782 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:51 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zGgHUYl9rYNGLdfFmzN0_szc3sM-uZpXJvw2g3JSy3Nl90RknXFl8mWOdmIx2xIXC4zRS36 Scale = 1:35.4 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 3x8 MT18HS FP 1.5x4 3x43x6 FP 3x6 4x8 3x6 4x8 4x8 4x8 1.5x4 1.5x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 21-0-4 21-0-4 2-5-4 0-7-12 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [14:0-1-8,Edge], [15:0-1-8,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 0.32 0.64 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.46 0.08 (loc) 15 14 12 l/defl >816 >544 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 81 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) 12=Mechanical, 18=Mechanical Max Grav 12=833(LC 1), 18=833(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2653/0, 3-4=-2653/0, 4-5=-3602/0, 5-6=-3602/0, 6-7=-3602/0, 7-9=-2675/0, 9-10=-2675/0 BOT CHORD 17-18=0/1541, 15-17=0/3327, 14-15=0/3602, 13-14=0/3339, 12-13=0/1575 WEBS 10-12=-1741/0, 2-18=-1712/0, 10-13=0/1222, 2-17=0/1235, 7-13=-737/0, 4-17=-748/0, 7-14=-55/503, 4-15=-46/512 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) 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 2100575 Truss F23 Truss Type Floor Qty 8 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613783 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:51 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zGgHUYl9rYNGLdfFmzN0_szc3sM-uZpXJvw2g3JSy3Nl90RknXFl2maldoNx2xIXC4zRS36 Scale = 1:23.3 1 2 3 4 5 6 7 12 11 10 9 8 13 1.5x4 3x6 1.5x4 3x4 3x6 3x4 3x4 3x6 3x4 1.5x4 1.5x4 3x4 1.5x4 14-0-0 14-0-0 2-5-4 0-11-4 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [11:0-1-8,Edge], [13:0-1-8,0-0-12] 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 0.43 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.13 0.02 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 55 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) 12=0-3-8, 8=0-3-8 Max Grav 12=545(LC 1), 8=550(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1516/0, 3-4=-1516/0, 4-5=-1504/0, 5-6=-1504/0 BOT CHORD 11-12=0/978, 10-11=0/1516, 9-10=0/1516, 8-9=0/975 WEBS 6-8=-1078/0, 2-12=-1077/0, 6-9=0/588, 2-11=0/607 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 2100575 Truss F24 Truss Type Floor Qty 5 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613784 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:52 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zGgHUYl9rYNGLdfFmzN0_szc3sM-MlNvWFwgRNRJZDyyjkyzKkoxMAxwMFi4Gb15kXzRS35 Scale = 1:22.8 1 2 3 4 5 6 7 12 11 10 9 8 13 1.5x4 3x6 1.5x4 3x4 3x6 3x4 3x4 3x6 3x4 1.5x4 1.5x4 3x4 1.5x4 13-8-8 13-8-8 2-5-4 0-7-12 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [11:0-1-8,Edge], [13:0-1-8,0-0-12] 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 0.37 0.21 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: 55 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) 12=0-3-8, 8=Mechanical Max Grav 12=534(LC 1), 8=538(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1458/0, 3-4=-1458/0, 4-5=-1452/0, 5-6=-1452/0 BOT CHORD 11-12=0/953, 10-11=0/1458, 9-10=0/1458, 8-9=0/950 WEBS 6-8=-1050/0, 2-12=-1049/0, 6-9=0/558, 2-11=0/566 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 2100575 Truss F25 Truss Type Floor Qty 9 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613785 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:52 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zGgHUYl9rYNGLdfFmzN0_szc3sM-MlNvWFwgRNRJZDyyjkyzKkoxoAz2MGO4Gb15kXzRS35 Scale = 1:18.8 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 11-4-0 11-4-0 2-5-4 0-10-0 0-1-8 1-4-01-4-0Plate 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 0.23 0.17 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: 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=0-3-8, 7=0-3-8 Max Grav 10=439(LC 1), 7=443(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1035/0, 3-4=-1035/0, 4-5=-1035/0 BOT CHORD 9-10=0/751, 8-9=0/1035, 7-8=0/753 WEBS 5-7=-832/0, 2-10=-826/0, 5-8=0/358, 2-9=0/359 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 2100575 Truss F26 Truss Type Floor Qty 6 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613786 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:53 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zGgHUYl9rYNGLdfFmzN0_szc3sM-qyxHkbxICgZ9BNX8HRTCtyK7daGr5ibDVFneHzzRS34 Scale = 1:25.0 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 3x6 FP 1.5x4 3x6 1.5x4 3x43x6 FP 3x6 3x4 3x4 3x6 3x6 1.5x4 1.5x4 3x4 3x4 1.5x4 1.5x4 14-11-8 14-11-8 2-5-4 1-3-4 0-6-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [5:0-1-8,Edge], [17:0-1-8,0-0-12] 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 0.39 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.13 0.03 (loc) 11-12 11-12 10 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. REACTIONS. (size) 16=0-3-8, 10=0-3-8 Max Grav 16=584(LC 1), 10=588(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1640/0, 3-4=-1640/0, 4-5=-1785/0, 5-6=-1658/0, 6-8=-1658/0 BOT CHORD 14-16=0/1057, 13-14=0/1785, 12-13=0/1785, 11-12=0/1785, 10-11=0/1056 WEBS 8-10=-1167/0, 2-16=-1164/0, 8-11=0/669, 2-14=0/648, 5-11=-271/58, 4-14=-305/34 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 2100575 Truss F26A Truss Type Floor Qty 5 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613787 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:54 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zGgHUYl9rYNGLdfFmzN0_szc3sM-I8Vfxxyxz_h0pX6Kq9_RP9tFUzaPq9wNkvWCpPzRS33 Scale = 1:24.5 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 3x6 FP 1.5x4 3x6 1.5x4 3x43x6 FP 3x6 3x4 3x6 3x6 3x4 1.5x4 1.5x4 3x4 1.5x4 14-8-0 14-8-0 2-5-4 1-7-4 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [12:0-1-8,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 0.38 0.56 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.20 0.03 (loc) 10-11 10-11 9 l/defl >999 >865 n/a L/d 480 360 n/a PLATES MT20 Weight: 57 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) 14=0-3-8, 9=Mechanical Max Grav 14=572(LC 1), 9=577(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1656/0, 3-4=-1656/0, 4-5=-1622/0, 5-7=-1622/0 BOT CHORD 12-14=0/1034, 11-12=0/1656, 10-11=0/1656, 9-10=0/1031 WEBS 7-9=-1140/0, 2-14=-1139/0, 7-10=0/656, 2-12=0/708, 4-10=-263/129 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 2100575 Truss F27 Truss Type Floor Qty 9 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613788 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:54 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zGgHUYl9rYNGLdfFmzN0_szc3sM-I8Vfxxyxz_h0pX6Kq9_RP9tHLzc3q9cNkvWCpPzRS33 Scale = 1:26.3 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x6 FP 3x4 3x6 3x4 1.5x43x6 FP 3x6 3x6 3x63x6 1.5x4 1.5x4 3x43x4 1.5x4 1.5x4 15-8-0 15-8-0 2-5-4 2-1-4 0-6-0 1-4-01-4-0Plate 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 0.39 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.15 0.03 (loc) 12 12 10 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 62 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=Mechanical, 10=0-3-8 Max Grav 16=619(LC 1), 10=619(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1777/0, 3-4=-1777/0, 4-5=-1991/0, 5-6=-1773/0, 6-8=-1773/0 BOT CHORD 14-16=0/1122, 13-14=0/1991, 12-13=0/1991, 11-12=0/1991, 10-11=0/1098 WEBS 8-10=-1220/0, 2-16=-1240/0, 8-11=0/750, 2-14=0/728, 5-11=-360/11, 4-14=-361/11 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 2100575 Truss F28 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613789 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:55 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zGgHUYl9rYNGLdfFmzN0_szc3sM-mK219HzZkIptRghXOsVgyNQSqNzpZbYWzZGlLszRS32 Scale = 1:22.7 1 2 3 4 5 6 7 12 11 10 9 8 1.5x4 1.5x4 3x4 3x4 3x4 3x4 3x6 3x4 1.5x4 1.5x4 3x4 1.5x4 13-4-13 13-4-13 2-5-4 0-7-8 2-4-13 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [11:0-1-8,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 0.36 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.10 0.02 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 52 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=0-3-8, 12=Mechanical Max Grav 8=531(LC 1), 12=531(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1419/0, 3-4=-1419/0, 4-5=-1415/0, 5-6=-1415/0 BOT CHORD 11-12=0/921, 10-11=0/1419, 9-10=0/1419, 8-9=0/917 WEBS 6-8=-1018/0, 2-12=-1023/0, 6-9=0/553, 2-11=0/556 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 2100575 Truss F29 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613790 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:55 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zGgHUYl9rYNGLdfFmzN0_szc3sM-mK219HzZkIptRghXOsVgyNQTUN1tZdNWzZGlLszRS32 Scale = 1:21.1 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 1.5x4 1.5x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 4-8-9 4-8-9 5-7-10 0-11-1 5-9-2 0-1-8 12-5-9 6-8-7 2-3-14 1-2-10 0-6-0 1-2-10 0-6-0 0-11-5 2-5-4 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [6:0-1-8,Edge], [11:0-1-8,Edge], [15:0-1-8,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 0.17 0.10 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 10-11 10-11 10 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 53 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. All bearings 5-10-10 except (jt=length) 10=Mechanical. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 14 Max Grav All reactions 250 lb or less at joint(s) 16, 15, 14, 10 except 13=435(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-265/0, 7-8=-265/0 BOT CHORD 12-13=0/265, 11-12=0/265, 10-11=0/310 WEBS 8-10=-345/0, 6-13=-451/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14. 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 2100575 Truss F30 Truss Type Floor Qty 11 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613791 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:56 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zGgHUYl9rYNGLdfFmzN0_szc3sM-EXcPMdzBVbxk2qGjya1vUayc4nHsI2WgBD?ItIzRS31 Scale: 1/2"=1' 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 3x6 FP 1.5x4 3x6 1.5x4 3x4 1.5x43x6 FP 3x4 3x4 3x6 3x4 1.5x4 1.5x4 3x4 1.5x4 14-3-0 14-3-0 2-5-4 1-3-12 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [12:0-1-8,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 0.31 0.50 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.16 0.02 (loc) 10-11 10-11 9 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 55 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) 14=0-3-8, 9=0-2-0 Max Grav 14=558(LC 1), 9=562(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1582/0, 3-4=-1582/0, 4-5=-1552/0, 5-7=-1552/0 BOT CHORD 12-14=0/1004, 11-12=0/1582, 10-11=0/1582, 9-10=0/981 WEBS 7-9=-1090/0, 2-14=-1106/0, 7-10=0/633, 2-12=0/657 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 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 2100575 Truss F31 Truss Type Floor Qty 1 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613792 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:56 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zGgHUYl9rYNGLdfFmzN0_szc3sM-EXcPMdzBVbxk2qGjya1vUayfRnOUI5zgBD?ItIzRS31 Scale = 1:9.51 2 4 3 1.5x4 3x4 1.5x4 3x4 1-8-5 1-8-5 1-5-5 1-4-01-4-0LOADING (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 0.09 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 4 4 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 8 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 1-8-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 3=Mechanical Max Grav 4=63(LC 1), 3=63(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 2100575 Truss L01 Truss Type Floor Supported Gable Qty 1 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613793 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:57 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zGgHUYl9rYNGLdfFmzN0_szc3sM-ijAoay_pGv3bg_rvWHY81oVqfBkh1YspQtlsQkzRS30 Scale = 1:41.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 3x6 FP 3x4 3x6 FP 25-11-0 25-11-01-6-01-6-0Plate 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: 89 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 25-11-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 43, 23, 42, 41, 40, 39, 38, 37, 36, 35, 34, 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 2100575 Truss L02 Truss Type Floor Supported Gable Qty 1 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613794 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:57 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zGgHUYl9rYNGLdfFmzN0_szc3sM-ijAoay_pGv3bg_rvWHY81oVqgBki1YspQtlsQkzRS30 Scale = 1:23.5 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 3x6 FP 3x6 FP 14-8-2 14-8-21-6-01-6-0Plate 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) - - 14 l/defl n/a n/a n/a L/d 999 999 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) 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 14-8-2. (lb) - Max Grav All reactions 250 lb or less at joint(s) 26, 14, 25, 24, 22, 21, 20, 19, 18, 17, 16, 15 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 2100575 Truss L03 Truss Type Floor Supported Gable Qty 1 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613795 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:58 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zGgHUYl9rYNGLdfFmzN0_szc3sM-BvkAnI?R1DBSI8Q53?3Na?2?Nb3pm?6zfXUPyAzRS3? Scale = 1:31.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x6 FP 3x4 3x6 FP 18-11-0 18-11-01-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [18:0-1-12,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 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.06 0.02 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 18 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 63 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 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 18-11-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 33, 18, 32, 31, 30, 28, 27, 26, 25, 24, 23, 22, 21, 20, 19 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 2100575 Truss L04 Truss Type Floor Supported Gable Qty 1 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613796 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:59 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zGgHUYl9rYNGLdfFmzN0_szc3sM-f6IY_e03oWKJvI_Idiac6DaA9_P9VSN6tBEyUdzRS3_ Scale = 1:18.4 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 11-6-0 11-6-01-4-01-4-0Plate 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: 39 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 11-6-0. (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 2100575 Truss L05 Truss Type Floor Supported Gable Qty 1 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613797 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:23:59 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zGgHUYl9rYNGLdfFmzN0_szc3sM-f6IY_e03oWKJvI_Idiac6DaAA_P9VSN6tBEyUdzRS3_ Scale = 1:17.1 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 9-4-0 9-4-01-4-01-4-0Plate 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) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 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 9-4-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 16, 9, 15, 14, 13, 12, 11, 10 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 2100575 Truss L06 Truss Type Floor Supported Gable Qty 1 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613798 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:24:00 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zGgHUYl9rYNGLdfFmzN0_szc3sM-7IswC_1hZqSAXSZUBP5rfQ7LvOlOEvdF6rzW03zRS2z Scale = 1:22.8 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 3x6 FP 3x6 FP 14-3-0 14-3-01-4-01-4-0Plate 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) - - 14 l/defl n/a n/a n/a L/d 999 999 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) 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 14-3-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 26, 14, 25, 24, 22, 21, 20, 19, 18, 17, 16, 15 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 2100575 Truss L07 Truss Type Floor Supported Gable Qty 1 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613799 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:24:00 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zGgHUYl9rYNGLdfFmzN0_szc3sM-7IswC_1hZqSAXSZUBP5rfQ7LvOlOEvcF6rzW03zRS2z Scale = 1:9.51 2 3 6 5 4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 2-7-8 2-7-81-4-01-4-0Plate 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) - - 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 2-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=2-7-8, 4=2-7-8, 5=2-7-8 Max Grav 6=69(LC 1), 4=67(LC 1), 5=164(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 2100575 Truss L08 Truss Type Floor Supported Gable Qty 1 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613800 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:24:00 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zGgHUYl9rYNGLdfFmzN0_szc3sM-7IswC_1hZqSAXSZUBP5rfQ7LvOlNEvdF6rzW03zRS2z Scale = 1:17.7 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 11-0-8 11-0-81-4-01-4-0Plate 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: 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) 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 11-0-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 20, 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 2100575 Truss L10 Truss Type Floor Supported Gable Qty 1 Ply 1 ADAMS RESIDENCE 2ND FL Job Reference (optional) I45613801 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 13:24:01 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zGgHUYl9rYNGLdfFmzN0_szc3sM-bUQIPK1KJ8a19b8gl7c4BegWfo5dzMtPLVj3YVzRS2y Scale = 1:22.8 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 3x6 FP 3x6 FP 14-2-12 14-2-121-4-01-4-0Plate 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) - - 14 l/defl n/a n/a n/a L/d 999 999 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) 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 14-2-12. (lb) - Max Grav All reactions 250 lb or less at joint(s) 26, 14, 25, 24, 22, 21, 20, 19, 18, 17, 16, 15 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