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HomeMy WebLinkAboutCC Lot 79 Truss Seals16023 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 Carter Components (Pittsboro, IN). June 7,2022 Garcia, Juan Pages or sheets covered by this seal: I52382790 thru I52382845 My license renewal date for the state of Indiana is July 31, 2022. 18030029-F EPCON RT MASTERS-Clay A IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =4x6 =4x5 =4x5 =2x4 =6x8 =3x10 =2x4 =2x4 =5x8 =4x5 =5x8 =2x4 =5x10 =3x10 1 21 20 19 18 14 13 12 1117 16 15 102 93 8 4 5 22 237 6 1-1-12 31-10-0 1-6-1 30-8-4 2-4-11 18-3-11 4-3-14 9-9-10 5-5-11 5-5-11 5-5-4 29-2-3 5-5-4 23-8-15 6-1-6 15-11-0 0-1-12 30-10-0 1-0-0 1-0-0 1-0-0 31-10-0 1-7-13 30-8-4 2-6-7 18-5-7 5-3-8 23-8-15 5-3-8 29-0-7 6-1-6 15-11-0 8-9-10 9-9-100-6-01-0-011-1-5Scale = 1:74.6 Plate Offsets (X, Y):[1:0-3-9,0-2-0], [1:Edge,0-1-14], [15:0-7-4,0-3-0], [17:0-2-12,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL)-0.22 1-21 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.77 Vert(CT)-0.47 1-21 >779 180 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT)0.15 13 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 174 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-14:2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 8-16,13-15,19-17,11-13,11-15:2x4 SPF Stud SLIDER Left 2x8 SP 2400F 2.0E -- 3-1-0 BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. 1 Row at midpt 7-17 WEBS 1 Row at midpt 5-19 REACTIONS (lb/size)1=1220/0-3-8, 13=1315/0-3-8 Max Horiz 1=-171 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1770/0, 3-5=-1557/0, 5-6=-1158/57, 6-7=-1350/62, 7-8=-1428/13, 8-10=-1855/0, 10-11=-2319/0, 11-12=-37/17 BOT CHORD 1-21=-30/1388, 19-21=0/1247, 18-19=-8/40, 17-18=0/34, 7-17=-229/100, 16-17=0/1480, 15-16=0/2140, 14-15=-5/12, 10-15=0/277, 13-14=-2/129, 12-13=0/31 WEBS 8-17=-490/64, 8-16=0/297, 10-16=-669/55, 13-15=-134/36, 6-17=-10/949, 6-19=-55/217, 17-19=0/902, 11-13=-1145/0, 11-15=0/1878,3-21=-197/94, 5-21=0/406, 5-19=-564/76 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-3-15, Interior (1) 3-3-15 to 15-11-0, Exterior(2R) 15-11-0 to 19-1-3, Interior (1) 19-1-3 to 31-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 3x5 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382790T1Roof Special 2 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:02 Page: 1 ID:F1meJTbI088AqWeijnz5dJyUbOP-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =3x5 =4x6 =4x5 =2x4 =3x5 =2x4 =3x8 =3x5 =3x5 =6x8 =3x10 =2x4 =2x4 =5x8 =3x5 =4x5 =3x5 =2x4 =12x16 =4x8 =3x5 =2x4 1 23 22 21 20 16 1514 1319 18 17 12211 3 10 45 9 6 25248 7 0-4-9 0-8-1 29-10-4 0-11-12 30-10-0 2-4-11 18-3-11 3-11-6 8-1-4 3-11-6 12-0-10 4-1-15 4-1-15 3-10-6 15-11-0 5-5-4 29-2-3 5-5-4 23-8-15 1-0-0 1-0-0 0-11-12 30-10-0 0-9-13 29-10-4 2-6-7 18-5-7 5-3-8 23-8-15 5-3-8 29-0-7 6-1-6 15-11-0 8-9-10 9-9-100-6-01-2-01-0-011-1-5Scale = 1:81.5 Plate Offsets (X, Y):[1:0-3-9,0-2-0], [1:Edge,0-1-14], [11:0-8-0,0-2-4], [19:0-2-12,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL)-0.20 1-23 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.74 Vert(CT)-0.43 1-23 >862 180 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT)0.12 14 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 179 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 11-16:2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 9-18,21-19,13-14,12-15,17-12,17-15,13-15:2 x4 SPF Stud SLIDER Left 2x8 SP 2400F 2.0E -- 2-3-7 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:6-0-0 oc bracing: 20-21. 1 Row at midpt 8-19 WEBS 1 Row at midpt 6-21 REACTIONS (lb/size)1=1222/0-3-8, 14=1222/0-3-8 Max Horiz 1=170 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1813/0, 3-5=-1608/0, 5-6=-1545/16, 6-7=-1117/65, 7-8=-1371/69, 8-9=-1432/16, 9-11=-1866/0, 11-12=-2025/0, 12-13=-776/0 BOT CHORD 1-23=-61/1417, 21-23=0/1090, 20-21=-9/35, 19-20=0/26, 8-19=-239/103, 18-19=0/1485, 17-18=0/1917, 16-17=0/93, 11-17=-83/64,15-16=-4/152, 14-15=0/0 WEBS 9-19=-491/65, 9-18=0/306, 11-18=-438/80, 7-19=-26/977, 7-21=-74/282, 19-21=0/905, 13-14=-1186/0, 12-15=-1414/0, 12-17=0/1452, 15-17=0/782, 3-23=-162/88, 6-23=-13/488, 5-23=-225/84, 6-21=-522/93, 13-15=0/889 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-2-12, Interior (1) 3-2-12 to 15-11-0, Exterior(2R) 15-11-0 to 19-0-0, Interior (1) 19-0-0 to 30-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382791T2Roof Special 5 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:04 Page: 1 ID:CmXXaDetXt6qmtnQJZ1VefyUbN2-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =3x5 =5x10 =2x4 =3x5 =3x5 =3x5 =3x5 =4x5 =3x8 =3x6 =2x4 1 10 9 8 7 2 3 4 6 1211 5 5-9-4 11-9-0 5-11-13 5-11-13 5-9-4 17-6-4 5-1-13 22-8-1 1-0-0 1-0-0 5-1-13 22-8-1 8-2-11 17-6-4 8-3-9 9-3-90-6-08-8-1512-2-3Scale = 1:78.1 Plate Offsets (X, Y):[1:Edge,0-0-6], [1:0-0-13,0-9-5] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL)-0.19 1-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.74 Vert(CT)-0.40 1-10 >678 180 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT)0.02 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 121 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or4-7-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-8, 6-7 REACTIONS (lb/size)1=895/0-3-8, 7=895/0-3-8 Max Horiz 1=259 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1237/0, 2-4=-1031/28, 4-5=-473/109, 5-6=-446/108, 6-7=-856/27 BOT CHORD 1-10=-134/980, 8-10=-95/666, 7-8=-78/89 WEBS 2-10=-288/123, 4-10=0/490, 4-8=-586/109, 5-8=-61/206, 6-8=-24/598 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 17-6-4, Exterior(2R) 17-6-4 to 20-6-4, Interior (1) 20-6-4 to 22-6-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382792T3Common7118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:04 Page: 1 ID:kOYQ3JFElEPkmZc1E3wDgCyUbMG-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =3x5 =5x10 =2x4 =3x5 =3x5 =3x5 =3x5 =5x8 =3x6 =3x5 1 9 8 7 6 10 2 3 11 4 12 5 7-10-6 7-10-6 7-7-14 15-6-4 7-1-13 22-8-1 1-0-0 1-0-0 6-10-6 7-10-6 7-3-9 22-8-1 7-6-2 15-4-80-6-010-10-310-10-3Scale = 1:67.9 Plate Offsets (X, Y):[1:Edge,0-0-6], [1:0-0-13,0-9-5], [4:0-5-8,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL)-0.11 1-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.70 Vert(CT)-0.24 1-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT)0.03 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 114 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or3-9-1 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 2-7, 4-6 REACTIONS (lb/size)1=895/0-3-8, 6=895/0-3-8 Max Horiz 1=256 (LC 9) Max Uplift 6=-13 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1218/0, 2-4=-671/62, 4-5=-107/111, 5-6=-197/56 BOT CHORD 1-9=-93/929, 7-9=-93/929, 6-7=-82/432 WEBS 2-9=0/336, 2-7=-612/110, 4-7=0/569, 4-6=-762/35 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 15-6-4, Exterior(2R) 15-6-4 to 19-9-3, Interior (1) 19-9-3 to 22-6-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 6. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382793T4Half Hip 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:05 Page: 1 ID:OzoO9EcQw93dl0KcRfy0LJyUbLp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =3x5 =5x10 =2x4 =3x5 =3x5 =3x5 =3x8 =5x6 =3x5 =3x6 =3x5 1 10 9 8 7 11 2 3 12 4 5 13 6 4-5-3 17-11-7 6-10-6 6-10-6 6-7-14 13-6-4 4-8-11 22-8-1 1-0-0 1-0-0 5-10-6 6-10-6 6-6-2 13-4-8 9-3-9 22-8-10-6-09-6-39-6-3Scale = 1:65.2 Plate Offsets (X, Y):[1:Edge,0-0-10], [1:0-0-13,0-9-5], [4:0-3-12,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL)-0.21 7-8 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.81 Vert(CT)-0.43 7-8 >631 180 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT)0.03 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 117 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-10:2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or4-5-9 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-7 REACTIONS (lb/size)1=895/0-3-8, 7=895/0-3-8 Max Horiz 1=223 (LC 11) Max Uplift 7=-12 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1252/0, 2-4=-794/33, 4-5=-552/52, 5-6=-97/96, 6-7=-117/34 BOT CHORD 1-10=-89/964, 8-10=-89/964, 7-8=-67/354 WEBS 2-10=0/260, 2-8=-513/103, 4-8=0/190, 5-8=-4/453, 5-7=-778/49 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 13-6-4, Exterior(2R) 13-6-4 to 17-11-7, Interior (1) 17-11-7 to 22-6-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 7. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382794T5Half Hip 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:05 Page: 1 ID:KLw8awdgSmJL_KU?Z4_UQkyUbLn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =3x5 =5x10 =2x4 =3x5 =3x5 =3x5 =5x6 =2x4 =4x8 =3x5 =2x4 1 10 9 8 7 6 11 2 12 3 13 4 14 5 5-5-3 16-11-7 5-10-6 5-10-6 5-7-14 11-6-4 5-8-11 22-8-1 1-0-0 1-0-0 4-10-6 5-10-6 5-6-2 11-4-8 5-6-15 16-11-7 5-8-11 22-8-10-6-08-2-38-2-3Scale = 1:58.7 Plate Offsets (X, Y):[1:Edge,0-0-10], [1:0-0-13,0-9-5], [3:0-3-12,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL)-0.04 1-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.88 Vert(CT)-0.09 1-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT)0.02 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 118 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-10:2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or4-8-11 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 3-7 REACTIONS (lb/size)1=895/0-3-8, 6=895/0-3-8 Max Horiz 1=191 (LC 9) Max Uplift 6=-12 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1289/0, 2-3=-897/12, 3-4=-507/39, 4-5=-507/39, 5-6=-846/34 BOT CHORD 1-10=-76/998, 8-10=-76/998, 7-8=-60/650, 6-7=-71/84 WEBS 2-10=0/250, 2-8=-433/83, 3-8=0/395, 3-7=-273/45, 4-7=-378/90, 5-7=-13/865 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 11-6-4, Exterior(2R) 11-6-4 to 15-9-3, Interior (1) 15-9-3 to 22-6-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 6. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382795T6Half Hip 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:05 Page: 1 ID:KLw8awdgSmJL_KU?Z4_UQkyUbLn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =3x5 =5x10 =2x4 =3x5 =5x6 =3x5 =2x4 =4x8 =3x5 =2x4 1 9 8 7 6 10 2 11 3 12 4 13 5 4-10-6 4-10-6 4-7-14 9-6-4 6-5-3 15-11-7 6-8-11 22-8-1 1-0-0 1-0-0 6-6-15 15-11-7 6-8-11 22-8-1 8-4-8 9-4-80-6-06-10-36-10-3Scale = 1:52.5 Plate Offsets (X, Y):[1:Edge,0-0-6], [1:0-0-13,0-9-5], [3:0-3-12,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL)-0.21 1-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.71 Vert(CT)-0.44 1-9 >615 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT)0.02 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 106 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or4-10-11 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS (lb/size)1=895/0-3-8, 6=895/0-3-8 Max Horiz 1=159 (LC 11) Max Uplift 6=-11 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1258/0, 2-3=-1032/0, 3-4=-686/11, 4-5=-685/11, 5-6=-833/43 BOT CHORD 1-9=-90/983, 7-9=-36/778, 6-7=-53/71 WEBS 2-9=-258/113, 3-9=0/409, 3-7=-174/33, 4-7=-452/102, 5-7=-17/947 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 9-6-4, Exterior(2R) 9-6-4 to 13-9-3, Interior (1) 13-9-3 to 22-6-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 6. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382796T7Half Hip 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:05 Page: 1 ID:KLw8awdgSmJL_KU?Z4_UQkyUbLn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =3x8 =2x4 =MT18HS 10x12 =3x5 =3x5 =2x4 =3x8 =3x5 =3x5 9 1 8 7 6 5 10 2 11 3 12 4 7-5-3 14-11-7 7-6-4 7-6-4 7-8-11 22-8-1 0-1-12 1-1-12 1-0-0 1-0-0 6-2-12 7-4-8 7-6-15 14-11-7 7-8-11 22-8-10-6-05-6-35-6-3Scale = 1:50.7 Plate Offsets (X, Y):[1:0-8-0,0-0-2], [2:0-4-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL)-0.09 5-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.53 Vert(CT)-0.18 5-6 >999 180 MT18HS 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT)0.03 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 100 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 9-2,8-3,5-3:2x4 SPF No.2 WEDGE Left: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-8-12 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 3-8, 3-5 REACTIONS (lb/size)5=861/0-3-8, 9=941/0-3-8 Max Horiz 9=126 (LC 9) Max Uplift 5=-14 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-269/31, 2-3=-790/48, 3-4=-65/52, 4-5=-192/44 BOT CHORD 1-9=0/169, 8-9=-43/796, 6-8=-43/899, 5-6=-43/899 WEBS 2-9=-872/0, 2-8=0/325, 3-8=-132/82, 3-6=0/335, 3-5=-1061/20 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zoneand C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to7-6-4, Exterior(2R) 7-6-4 to 11-9-3, Interior (1) 11-9-3 to22-6-5 zone; cantilever left and right exposed ; endvertical left and right exposed;C-C for members andforces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 5. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382797T8Half Hip 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:06 Page: 1 ID:oYUXnFeID4RCcU2B6nVjzyyUbLm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =2x4 =3x10 =2x4 =2x4 1 3 2 3-5-3 1-0-0 1-0-0 2-5-3 3-5-32-9-70-6-02-9-7Scale = 1:26.7 Plate Offsets (X, Y):[1:Edge,0-0-2], [1:0-0-9,0-10-5] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)-0.01 1-3 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)-0.01 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or3-5-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=126/0-3-8, 3=126/ Mechanical Max Horiz 1=57 (LC 9) Max Uplift 3=-13 (LC 12) Max Grav 1=126 (LC 1), 3=130 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-88/68, 2-3=-99/87 BOT CHORD 1-3=-28/30 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 3. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382798T9Jack-Closed 2 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:06 Page: 1 ID:oYUXnFeID4RCcU2B6nVjzyyUbLm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =2x4 =2x4 =2x4 1 3 2 1-4-7 1-4-71-4-150-6-01-4-15Scale = 1:21.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.02 Vert(LL)0.00 1-3 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.01 Vert(CT)0.00 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 1 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 5 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 1-4-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=48/0-3-8, 3=48/0-4-7 Max Horiz 3=24 (LC 9) Max Uplift 3=-6 (LC 12) Max Grav 1=48 (LC 1), 3=50 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-39/31, 2-3=-40/39 BOT CHORD 1-3=-29/46 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 3. 4)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382799T10Jack-Closed 2 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:06 Page: 1 ID:suqLomPOhE2uqZ5XVIfGixyUbM3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =2x4 =3x10 =3x8 =4x6 3 1 4 5 2 5-6-4 0-5-4 5-6-4 1-0-0 1-0-0 4-1-0 5-1-04-2-30-6-04-2-3Scale = 1:31.5 Plate Offsets (X, Y):[1:Edge,0-0-2], [1:0-0-9,0-10-5], [2:0-4-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL)-0.04 1-3 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.25 Vert(CT)-0.07 1-3 >831 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 26 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=197/0-3-8, 3=197/ Mechanical Max Horiz 1=89 (LC 11) Max Uplift 3=-18 (LC 12) Max Grav 1=197 (LC 1), 3=204 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-127/100, 2-3=-155/122 BOT CHORD 1-3=-44/48 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 5-1-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 3. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382800T11Jack-Closed 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:06 Page: 1 ID:suqLomPOhE2uqZ5XVIfGixyUbM3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =2x4 =3x10 =3x5 =2x4 1 3 4 5 2 5-6-4 1-0-0 1-0-0 4-6-4 5-6-44-2-30-6-04-2-3Scale = 1:32 Plate Offsets (X, Y):[1:Edge,0-0-2], [1:0-0-9,0-10-5] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL)-0.04 1-3 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.29 Vert(CT)-0.09 1-3 >700 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 23 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or5-6-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=209/0-3-8, 2=157/ Mechanical, 3=52/ Mechanical Max Horiz 1=93 (LC 12) Max Uplift 2=-67 (LC 12) Max Grav 1=209 (LC 1), 2=157 (LC 19), 3=105 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-94/77 BOT CHORD 1-3=0/0 WEBS 2-3=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 5-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 2. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382801T12Jack-Open 8 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:07 Page: 1 ID:K4Oj?6Q0SYAlSjgk3?AVE9yUbM2-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =4x6 =4x5 =4x5 =2x4 =4x6 =6x8 =6x10 1 11 10 9 8 2 3 746 12 13 5 7-3-12 23-2-12 8-0-12 8-0-12 7-7-4 30-10-0 7-10-4 15-11-0 1-0-0 1-0-0 9-9-9 20-8-15 9-11-5 10-11-5 10-1-1 30-10-00-6-01-2-011-1-5Scale = 1:67.3 Plate Offsets (X, Y):[1:0-3-9,0-2-0], [1:Edge,0-1-14], [7:0-4-0,0-2-4], [8:Edge,0-3-10] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL)-0.32 1-11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.95 Vert(CT)-0.67 1-11 >551 180 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT)0.06 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 161 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E -- 4-7-12, Right 2x8SP 2400F 2.0E -- 9-3-6 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (lb/size)1=1228/0-3-8, 8=1228/0-3-8 Max Horiz 1=-171 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1730/0, 3-5=-1529/48, 5-7=-1465/56, 7-8=-1645/0 BOT CHORD 1-11=-10/1351, 9-11=0/882, 8-9=0/1236 WEBS 3-11=-434/180, 5-11=-33/662, 5-9=-48/585, 7-9=-358/182 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-2-12, Interior (1) 3-2-12 to 15-11-0, Exterior(2R) 15-11-0 to 19-0-0, Interior (1) 19-0-0 to 30-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 3x5 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382802T13Common1118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:07 Page: 1 ID:K4Oj?6Q0SYAlSjgk3?AVE9yUbM2-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =3x5 =5x10 =2x4 =3x5 =3x5 =3x5 =3x5 =4x5 =3x8 =3x5 =3x5 =4x6 =2x4 1 13 12 11 10 9 8273 4 6 1514 5 1-0-0 29-6-9 5-4-15 22-11-3 5-9-4 11-9-0 5-11-13 5-11-13 5-9-4 17-6-4 5-7-7 28-6-9 0-1-12 24-0-8 1-0-0 1-0-0 4-6-1 28-6-9 6-4-8 23-10-12 7-8-12 8-8-12 8-9-8 17-6-40-6-04-9-1512-2-3Scale = 1:75.1 Plate Offsets (X, Y):[1:Edge,0-0-10], [1:0-0-13,0-9-5], [7:0-2-14,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL)-0.14 1-13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.76 Vert(CT)-0.29 1-13 >967 180 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT)0.02 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 149 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 13-2,9-7:2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 4-11, 6-10 REACTIONS (lb/size)1=902/0-3-8, 10=1427/0-3-8 Max Horiz 1=231 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1258/0, 2-4=-1078/37, 4-5=-488/81, 5-6=-482/102, 6-7=-55/271, 7-8=0/38, 7-9=-49/69 BOT CHORD 1-13=-62/1013, 11-13=-3/689, 10-11=-66/121, 9-10=-34/40 WEBS 2-13=-283/123, 4-13=0/496, 4-11=-576/115, 5-11=-44/239, 6-11=0/583, 6-10=-1165/48, 7-10=-219/113 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 17-6-4, Exterior(2R) 17-6-4 to 20-6-4, Interior (1) 20-6-4 to 29-6-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382803T14Common1118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:07 Page: 1 ID:oGy5DRReDrIc3tFwdiiknMyUbM1-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =3x5 =5x10 =3x5 =4x5 =3x5 =3x5 =2x4 =8x10 =4x5 =3x5 =2x4 =6x10 =3x5 =5x8 =2x4 1 15 14 11 10 9 13 12 8 72 3 6 4 1716 5 1-0-0 29-6-9 3-6-0 17-6-4 4-10-9 22-4-13 6-10-0 14-0-4 7-2-5 7-2-5 6-1-12 28-6-9 0-1-12 24-0-8 1-0-0 1-0-0 1-7-11 23-10-12 4-6-1 28-6-9 6-2-5 7-2-5 6-11-12 14-2-0 8-1-1 22-3-10-6-04-9-151-0-012-2-3Scale = 1:78.9 Plate Offsets (X, Y):[1:Edge,0-0-6], [1:0-0-13,0-9-5], [12:0-7-8,0-4-4], [13:0-4-8,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL)-0.16 12-13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.79 Vert(CT)-0.34 12-13 >848 180 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT)0.04 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 166 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-15,10-12,9-7:2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 4-13, 6-12 REACTIONS (lb/size)1=901/0-3-8, 10=1428/0-3-8 Max Horiz 1=230 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1254/0, 2-4=-831/45, 4-5=-778/137, 5-6=-615/103, 6-7=-173/91, 7-8=0/35, 7-9=-42/72 BOT CHORD 1-15=-39/999, 14-15=-39/0, 13-14=0/115, 4-13=-323/126, 12-13=-45/156, 11-12=-58/35, 6-12=-945/92, 10-11=-119/0, 9-10=-34/43 WEBS 2-15=0/214, 13-15=-24/1015, 2-13=-435/87, 5-13=-107/567, 6-13=0/487, 10-12=-862/57, 7-12=0/901, 7-10=-1046/57 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat.II; Exp B; Enclosed; MWFRS (envelope) exterior zoneand C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1)3-1-12 to 17-6-4, Exterior(2R) 17-6-4 to 20-6-4, Interior(1) 20-6-4 to 29-6-9 zone; cantilever left and rightexposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382804T15Roof Special 5 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:07 Page: 1 ID:oGy5DRReDrIc3tFwdiiknMyUbM1-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =3x5 =5x10 =3x5 =4x5 =3x5 =3x5 =2x4 =8x10 =4x5 =3x5 =2x4 =6x10 =3x5 =4x5 =2x4 =2x4 1 16 15 12 11 10 14 13 9 872 3 6 4 1817 5 1-0-0 29-6-9 3-6-0 17-6-4 0-6-2 28-6-9 4-11-6 22-5-10 5-6-13 28-0-7 6-10-0 14-0-4 7-2-5 7-2-5 0-2-8 24-9-8 1-0-0 1-0-0 2-3-2 24-7-0 3-9-1 28-6-9 6-2-5 7-2-5 6-11-12 14-2-0 8-1-14 22-3-140-6-04-9-151-0-012-2-3Scale = 1:78.5 Plate Offsets (X, Y):[1:Edge,0-0-6], [1:0-0-13,0-9-5], [13:0-7-8,0-4-0], [14:0-4-8,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL)-0.17 13-14 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.86 Vert(CT)-0.35 13-14 >837 180 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT)0.04 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 166 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-16,11-13,10-8:2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 4-14 REACTIONS (lb/size)1=941/0-3-8, 11=1388/0-4-15 Max Horiz 1=231 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1323/0, 2-4=-909/41, 4-5=-856/132, 5-6=-667/101, 6-7=-302/54, 7-8=-35/57, 8-9=0/38, 8-10=-37/59 BOT CHORD 1-16=-36/1050, 15-16=-39/0, 14-15=0/116, 4-14=-322/126, 13-14=-3/211, 12-13=-13/26, 6-13=-816/77, 11-12=-116/0, 10-11=-37/45 WEBS 2-16=0/208, 14-16=-20/1065, 2-14=-429/88, 5-14=-102/615, 6-14=-5/403, 11-13=-710/68, 7-13=0/1011, 7-11=-1153/60 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 17-6-4, Exterior(2R) 17-6-4 to 20-6-4, Interior (1) 20-6-4 to 29-6-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382805T16Roof Special 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:08 Page: 1 ID:GTWUQnSG_9QTh1q6AQDzJayUbM0-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =3x5 =6x12 =3x5 =4x5 =3x5 =6x8 =3x5 =3x6 =4x5 =3x8 =3x8 =2x4 =5x8 =4x5 =3x8 =3x5 =2x4 1 17 16 12 11 1014 1315 9 82 73 6 4 1918 5 2-1-6 26-7-0 1-0-0 29-6-9 3-6-0 17-6-4 1-11-9 28-6-9 6-10-0 14-0-4 7-2-5 7-2-5 6-11-6 24-5-10 0-2-8 26-9-8 1-0-0 1-0-0 1-9-1 28-6-9 2-3-2 26-7-0 3-4-4 17-6-4 6-2-5 7-2-5 6-9-10 24-3-14 6-11-12 14-2-00-6-04-9-151-0-012-2-3Scale = 1:76.7 Plate Offsets (X, Y):[1:Edge,0-0-6], [1:0-1-13,Edge], [13:0-6-0,0-2-8], [15:0-5-8,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL)-0.07 1-17 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.96 Vert(CT)-0.17 1-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT)0.05 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 177 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-17,10-8,11-8,13-7,13-11:2x4 SPF Stud WEDGE Left: 2x12 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13,11-12. WEBS 1 Row at midpt 4-14 REACTIONS (lb/size)1=1046/0-3-8, 11=1283/0-4-15 Max Horiz 1=231 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1505/0, 2-4=-1121/36, 4-5=-758/80, 5-6=-824/79, 6-7=-359/32, 7-8=-57/72, 8-9=0/38, 8-10=-25/14 BOT CHORD 1-17=-28/1180, 16-17=0/97, 15-16=0/116, 4-15=-4/475, 14-15=0/840, 13-14=0/334, 12-13=-1/20, 6-13=-794/46, 11-12=-53/0, 10-11=-42/46 WEBS 2-17=-16/192, 15-17=-51/1125, 2-15=-402/84, 4-14=-659/110, 5-14=-48/505, 6-14=0/354, 8-11=-141/75, 7-11=-1051/0, 7-13=0/911, 11-13=-83/104 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 17-6-4, Exterior(2R) 17-6-4 to 20-6-4, Interior (1) 20-6-4 to 29-6-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382806T17Roof Special 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:08 Page: 1 ID:lf4se7SulTYKJAPJk7kCsnyUbM?-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =3x5 =2x4 =2x4 =4x6 =3x10 =4x5 =4x8 =3x6 =4x5 =3x8 =3x5 =2x4 7 6 1 12 11 510 9 8 42 15 1413 3 2-1-11 16-8-0 3-1-13 3-1-13 5-8-3 8-10-0 5-8-5 14-6-5 0-1-12 1-1-12 1-0-0 1-0-0 2-1-13 3-3-9 2-3-7 16-8-0 5-6-7 8-10-0 5-6-9 14-4-96-4-110-6-01-2-01-0-00-1-130-1-136-2-146-4-11Scale = 1:52.2 Plate Offsets (X, Y):[1:Edge,0-0-2], [2:0-1-0,0-1-8], [4:0-0-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL)-0.06 9-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.74 Vert(CT)-0.14 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT)0.14 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 72 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-11:2x4 SP 2400F 2.0E WEBS 2x4 SPF Stud *Except* 9-2,9-4:2x4 SPF No.2 WEDGE Left: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11,7-8. REACTIONS (lb/size)6=624/0-3-8, 12=698/0-3-8 Max Horiz 12=104 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-935/5, 2-3=-720/14, 3-4=-721/20, 4-5=-661/0, 5-6=-662/0 BOT CHORD 1-12=0/689, 11-12=-19/258, 10-11=-183/13, 2-10=0/140, 9-10=-64/1045, 8-9=-1/945, 7-8=-153/12, 4-8=-116/41, 6-7=-1/22 WEBS 10-12=-23/510, 2-9=-560/127, 3-9=0/416, 4-9=-461/106, 5-7=0/540 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat.II; Exp B; Enclosed; MWFRS (envelope) exterior zoneand C-C Exterior(2E) 0-0-0 to 3-1-13, Interior (1) 3-1-13to 8-10-0, Exterior(2R) 8-10-0 to 11-10-0, Interior (1)11-10-0 to 16-6-4 zone; cantilever left and rightexposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382807T18Roof Special 3 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:09 Page: 1 ID:DreErTTWWmgBwK_VIrFRP?yUbM_-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =3x6 =2x4 =2x4 =4x6 =3x10 =4x5 =4x8 =4x6 =3x10 =2x4 =2x4 =3x6 7 6 51 12 11 10 9 8 42 1413 3 3-1-13 3-1-13 3-1-11 17-8-0 5-8-3 8-10-0 5-8-5 14-6-5 0-1-12 16-8-0 0-1-12 1-1-12 1-0-0 17-8-0 1-0-0 1-0-0 2-1-11 16-6-4 2-1-13 3-3-9 5-6-7 8-10-0 5-6-9 14-4-90-6-01-0-06-4-11Scale = 1:53.1 Plate Offsets (X, Y):[1:Edge,0-0-2], [2:0-1-0,0-1-8], [4:0-1-0,0-1-8], [5:Edge,0-0-2] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL)-0.07 8-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.57 Vert(CT)-0.16 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT)0.13 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 77 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-11,7-5:2x4 SP 2400F 2.0E WEBS 2x4 SPF Stud *Except* 9-2,9-4:2x4 SPF No.2 WEDGE Left: 2x4 SP No.3 Right: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:6-0-0 oc bracing: 10-11,7-8. REACTIONS (lb/size)6=707/0-3-8, 12=707/0-3-8 Max Horiz 12=96 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-949/3, 2-3=-736/6, 3-4=-737/13, 4-5=-947/0 BOT CHORD 1-12=0/700, 11-12=-18/261, 10-11=-186/12, 2-10=0/141, 9-10=-60/1059, 8-9=0/1044, 7-8=-187/7, 4-8=0/140, 6-7=-1/263, 5-6=0/699 WEBS 10-12=-20/519, 2-9=-562/126, 3-9=0/428, 4-9=-535/93, 6-8=0/476 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-1-13, Interior (1) 3-1-13 to 8-10-0, Exterior(2R) 8-10-0 to 11-10-0, Interior (1) 11-10-0 to 17-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382808T19Roof Special 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:09 Page: 1 ID:h2Bc2pU9H4o2YUZhsYmgxCyUbLz-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =3x5 =4x5 =4x5 =4x5 =3x5 =4x5 =3x5 =6x8 =3x5 =3x6 =4x5 =3x8 =3x5 =5x10 =2x4 =2x4 =4x5 =4x8 =3x5 =5x6 =2x4 1 19 18 14 13 12 11 16 1517 2 1093 84 7520 6 1-11-15 28-4-1 3-6-0 17-6-4 4-5-13 26-4-2 4-4-1 21-10-5 5-8-7 34-0-8 6-10-0 14-0-4 7-2-5 7-2-5 1-0-0 1-0-0 2-1-11 28-4-1 3-4-4 17-6-4 5-8-7 34-0-8 6-2-5 7-2-5 6-11-12 14-2-0 8-8-2 26-2-60-6-01-2-01-0-012-2-3Scale = 1:76.7 Plate Offsets (X, Y):[1:0-4-1,0-2-0], [1:Edge,0-2-2], [11:Edge,0-1-12], [15:0-4-12,0-2-8], [17:0-5-12,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL)-0.16 15-16 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.63 Vert(CT)-0.32 15-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT)0.05 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 198 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-19,12-11,9-13,15-9,15-13:2x4 SPF Stud SLIDER Left 2x8 SP 2400F 2.0E -- 4-1-4 BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15,13-14. WEBS 1 Row at midpt 5-16, 7-15 REACTIONS (lb/size)1=1068/0-3-8, 12=-80/5-10-3, 13=1712/5-10-3 Max Horiz 1=196 (LC 9) Max Uplift 12=-139 (LC 25) Max Grav 1=1068 (LC 1), 12=24 (LC 12), 13=1712 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1523/0, 3-5=-1159/29, 5-6=-812/75, 6-7=-818/74, 7-8=-233/88, 8-9=-216/31, 9-11=-17/476, 11-12=0/186 BOT CHORD 1-19=-22/1186, 18-19=0/116, 17-18=0/119, 5-17=-12/448, 16-17=0/868, 15-16=0/546, 14-15=-34/0, 8-15=-131/48, 13-14=-123/0, 12-13=-21/100 WEBS 3-19=-31/181, 17-19=-49/1119, 3-17=-378/81, 5-16=-664/122, 6-16=-50/632, 7-16=-9/229, 7-15=-843/0, 9-13=-1375/0, 9-15=0/895, 13-15=-302/90, 11-13=-415/47 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-6-10, Interior (1) 3-6-10 to 17-6-4, Exterior(2R) 17-6-4 to 20-11-2, Interior (1) 20-11-2 to 33-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 139 lb uplift at joint 12. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382809T20Roof Special 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:09 Page: 1 ID:9El_G9Vn2OwvAe8tPGHvUQyUbLy-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =3x5 =4x5 =4x5 =4x5 =3x5 =4x6 =3x5 =3x5 =2x4 =8x10 =4x5 =3x5 =3x5 =3x6 =2x4 =5x8 =5x6 =5x8 =4x5 =3x5 1 18 17 13 12 11 1016 15 14 2 9 3 8 4 7 5 19 6 2-0-0 29-3-5 3-6-0 17-6-4 4-11-6 27-3-5 4-9-10 22-3-14 4-9-3 34-0-8 6-10-0 14-0-4 7-2-5 7-2-5 1-0-0 1-0-0 2-1-12 29-3-5 4-9-3 34-0-8 4-9-10 27-1-9 6-2-5 7-2-5 6-11-12 14-2-0 8-1-14 22-3-140-6-01-2-01-0-012-2-3Scale = 1:76.6 Plate Offsets (X, Y):[1:0-4-1,0-2-0], [1:0-2-7,0-1-10], [9:0-2-0,0-3-0], [10:Edge,0-1-12], [14:0-5-12,0-2-8], [16:0-4-8,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL)-0.17 15-16 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.64 Vert(CT)-0.38 15-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT)0.10 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 193 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 18-16,16-3,16-6,16-7,7-15,15-8:2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E -- 4-1-4 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. Except: 1 Row at midpt 5-16 WEBS 1 Row at midpt 7-16 REACTIONS (lb/size)1=1350/0-3-8, 11=1350/ Mechanical Max Horiz 1=196 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-2007/0, 3-5=-1699/1, 5-6=-1655/89,6-7=-1177/72, 7-8=-1726/0, 8-10=-2018/0,10-11=-1298/0 BOT CHORD 1-18=-2/1574, 17-18=-7/32, 16-17=0/120, 5-16=-339/129, 15-16=0/1373, 14-15=0/1662, 13-14=0/25, 8-14=-15/266, 12-13=-3/89, 11-12=-16/125 WEBS 3-18=-74/135, 16-18=0/1559, 3-16=-338/90,6-16=-62/1341, 7-16=-638/69, 7-15=0/502,8-15=-385/69, 9-12=-849/0, 9-14=0/502,12-14=0/1459, 10-12=0/1256 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-6-10, Interior (1) 3-6-10 to 17-6-4, Exterior(2R) 17-6-4 to 20-11-2, Interior (1) 20-11-2 to 33-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s) for truss to truss connections. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382810T21Roof Special 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:10 Page: 1 ID:dQJMTVVPph2mnoj4zzp80dyUbLx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =3x5 =4x5 =4x5 =4x5 =3x5 =4x6 =3x5 =3x5 =2x4 =8x10 =3x6 =4x5 =3x5 =3x5 =6x8 =3x6 =5x10 1 16 15 1114 13 12 10 2 93 4 8 7 5 17 6 0-10-1 34-0-8 3-6-0 17-6-4 5-1-12 33-2-7 5-3-4 22-9-8 5-3-4 28-0-11 6-10-0 14-0-4 7-2-5 7-2-5 1-0-0 1-0-0 6-2-5 7-2-5 6-11-12 14-2-0 8-7-7 22-9-8 10-4-15 33-2-70-6-00-8-111-0-012-2-3Scale = 1:76.6 Plate Offsets (X, Y):[1:0-4-1,0-2-0], [1:0-2-7,0-1-10], [8:0-4-0,Edge], [10:0-7-2,Edge], [14:0-4-8,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL)-0.27 10-12 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.76 Vert(CT)-0.59 10-12 >690 180 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT)0.11 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 190 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 8-11:2x8 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 13-10:2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 3-16:2x4 SPF Stud SLIDER Left 2x8 SP 2400F 2.0E -- 4-1-4 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. Except: 1 Row at midpt 5-14 WEBS 1 Row at midpt 7-14 REACTIONS (lb/size)1=1353/0-3-8, 11=1354/ Mechanical Max Horiz 1=187 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-2013/0, 3-5=-1704/3, 5-6=-1656/91,6-7=-1191/73, 7-9=-1838/0, 9-10=-2194/0,10-11=-486/0 BOT CHORD 1-16=-9/1579, 15-16=-1/42, 14-15=0/120, 5-14=-336/129, 12-14=0/1422, 10-12=0/1838 WEBS 3-16=-73/138, 14-16=-9/1553, 3-14=-339/88, 6-14=-62/1320, 7-14=-662/59, 7-12=0/579, 9-12=-490/117 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-6-4, Interior (1) 3-6-4 to 17-6-4, Exterior(2R) 17-6-4 to 20-10-12, Interior (1) 20-10-12 to 33-11-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s) for truss to truss connections. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382811T22Roof Special 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:10 Page: 1 ID:5dtlhrW1a?AcPyHGXhKNZryUbLw-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =3x5 =4x5 =4x5 =4x5 =3x5 =4x5 =4x6 =6x8 =3x5 =3x10 =5x6 =3x5 =5x6 =3x8 =3x5 =3x5 =4x5 =3x6 =2x4 1 17 16 14 13 12 1115 2 9 10 3 4 8 18 21 5 6 19 20 7 0-0-15 -0-0-15 0-3-14 15-5-5 4-0-0 19-5-5 4-6-4 33-11-9 5-0-0 29-5-5 5-0-0 24-5-5 7-3-15 15-1-7 7-9-8 7-9-8 0-11-1 0-11-1 4-3-14 19-7-1 4-8-0 33-11-9 6-10-6 7-9-8 7-5-11 15-3-3 9-8-8 29-3-910-10-120-6-103-2-31-0-04-2-34-2-36-8-010-10-3Scale = 1:73.9 Plate Offsets (X, Y):[1:0-4-1,0-2-0], [6:0-4-4,0-2-4], [7:0-3-12,0-2-0], [15:0-6-4,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL)-0.22 12-13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.75 Vert(CT)-0.48 12-13 >835 180 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT)0.09 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 195 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 4-6,1-4:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except*10-11,3-17,12-9,11-9:2x4 SPF Stud SLIDER Left 2x8 SP 2400F 2.0E -- 4-4-0 BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-6 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-10 max.): 6-7, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 6-13, 9-11 REACTIONS (lb/size)1=1347/0-3-8, 11=1347/ Mechanical Max Horiz 1=191 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-2000/0, 3-5=-1620/26, 5-6=-987/47,6-7=-1183/46, 7-8=-1528/29, 8-9=-2252/0,9-10=-38/31, 10-11=-132/29 BOT CHORD 1-17=0/1577, 16-17=0/128, 15-16=0/128, 5-15=-5/545, 13-15=0/1214, 12-13=0/1479, 11-12=0/1831 WEBS 3-17=-70/167, 15-17=-21/1492, 3-15=-440/104, 6-13=-211/97, 7-13=0/590, 8-13=-468/103, 8-12=0/551, 9-12=-275/73, 9-11=-2165/0 NOTES 1)Unbalanced roof live loads have been considered forthis design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-2-11 to 3-7-8, Interior (1) 3-7-8 to 15-6-4, Exterior(2R) 15-6-4 to 18-11-2, Interior (1) 18-11-2 to 19-6-4, Exterior(2R) 19-6-4 to 22-11-2, Interior (1) 22-11-2 to 33-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382812T23Roof Special 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:10 Page: 1 ID:ZpR7uBXfLJIT15sS5Orc62yUbLv-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =3x5 =4x5 =4x5 =4x5 =2x4 =3x5 =3x5 =3x5 =4x8 =5x6 =6x8 =2x4 =3x5 =3x5 =5x6 =3x8 =4x8 =4x8 =3x10 =3x5 1 18 17 16 15 13 12 11 1014 2 3 8 9 4 19 21 5 7206 3-8-2 17-2-6 4-3-14 21-6-4 6-0-0 27-6-4 6-6-4 34-0-8 6-10-6 6-10-6 6-7-14 13-6-4 1-0-0 1-0-0 3-11-10 17-4-2 4-3-14 21-8-0 5-8-8 27-4-8 5-10-6 6-10-6 6-6-2 13-4-8 6-8-0 34-0-89-6-30-6-04-6-31-0-05-6-35-6-34-0-09-6-3Scale = 1:63.8 Plate Offsets (X, Y):[1:0-4-1,0-2-0], [1:0-2-7,0-1-10], [5:0-3-12,0-2-0], [7:0-3-12,0-2-0], [8:0-5-12,0-1-12], [11:0-3-8,0-2-0], [14:0-5-12,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL)-0.09 11-12 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.52 Vert(CT)-0.19 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT)0.08 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 187 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-10,3-18,16-14,11-8:2x4 SPF Stud SLIDER Left 2x8 SP 2400F 2.0E -- 3-10-15 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-7 max.): 5-7, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. Except: 1 Row at midpt 6-14 WEBS 1 Row at midpt 5-16, 6-12 REACTIONS (lb/size)1=1350/0-3-8, 10=1350/ Mechanical Max Horiz 1=180 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-2019/0, 3-5=-1571/25, 5-6=-1420/25,6-7=-1300/34, 7-8=-1676/5, 8-9=-1740/0,9-10=-1288/0 BOT CHORD 1-18=-30/1588, 16-18=-30/1588, 15-16=-5/51, 14-15=0/54, 6-14=-118/150, 12-14=0/1425, 11-12=0/1705, 10-11=-30/47 WEBS 3-18=0/284, 3-16=-484/94, 5-16=-50/153, 14-16=0/1209, 5-14=-2/570, 6-12=-370/61, 7-12=0/556, 8-12=-487/21, 8-11=-975/47, 9-11=0/2035 NOTES 1)Unbalanced roof live loads have been considered forthis design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-6-10, Interior (1) 3-6-10 to 13-6-4, Exterior(2R) 13-6-4 to 17-2-6, Interior (1) 17-2-6 to 21-6-4, Exterior(2R) 21-6-4 to 24-11-2, Interior (1) 24-11-2 to 33-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382813T24Roof Special 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:11 Page: 1 ID:1??V6WYH6cQKeFRfe5MreGyUbLu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =3x5 =4x5 =4x5 =4x5 =2x4 =3x5 =3x5 =5x6 =3x5 =2x4 =3x8 =3x5 =5x6 =3x5 =2x4 =4x8 =5x6 =4x8 =4x8 =5x6 =6x8 =2x4 1 20 19 18 17 16 15 14 13 12 11 2 3 9 1021 8247 6422235 1-6-0 32-4-6 2-0-0 25-6-4 5-4-2 30-10-5 6-0-0 17-6-4 6-0-0 23-6-4 1-8-2 34-0-8 5-10-6 5-10-6 5-7-14 11-6-4 1-0-0 1-0-0 1-2-8 32-2-10 1-8-8 25-4-8 1-9-14 34-0-8 4-10-6 5-10-6 5-6-2 11-4-8 5-7-10 31-0-1 6-1-12 17-6-4 6-1-12 23-8-08-2-30-6-05-10-35-10-35-10-31-0-06-10-31-4-08-2-3Scale = 1:63.7 Plate Offsets (X, Y):[1:0-4-1,0-2-0], [1:0-2-7,0-1-10], [4:0-3-12,0-2-0], [6:0-3-12,0-2-0], [7:0-2-12,0-2-4], [8:0-3-12,0-2-0], [9:0-5-4,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL)-0.08 17 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.46 Vert(CT)-0.17 15-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT)0.07 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 208 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-20:2x4 SPF Stud SLIDER Left 2x8 SP 2400F 2.0E -- 3-3-11 BRACING TOP CHORD Structural wood sheathing directly applied or3-10-15 oc purlins, except end verticals, and2-0-0 oc purlins (4-4-13 max.): 4-6, 7-8, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-13 REACTIONS (lb/size)1=1350/0-3-8, 11=1350/ Mechanical Max Horiz 1=171 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250(lb) or less except when shown. TOP CHORD 1-2=-2043/0, 2-3=-1885/0, 3-21=-1682/0, 4-21=-1585/0, 4-22=-1479/4, 5-22=-1478/4, 5-23=-1479/4, 6-23=-1479/4, 6-7=-1534/6, 7-24=-566/34, 8-24=-566/34, 8-9=-662/28, 9-10=-382/35, 10-11=-1321/0 BOT CHORD 1-20=-56/1608, 19-20=-56/1608,18-19=-22/1311, 17-18=-22/1311,16-17=-4/1245, 15-16=-4/1245,14-15=-1/1310, 13-14=-1/1309,12-13=-21/350 WEBS 3-19=-381/86, 4-19=0/386, 4-17=-72/382, 5-17=-408/94, 6-17=-26/467, 6-15=0/316, 7-13=-1158/0, 9-13=0/920, 9-12=-1244/0, 10-12=0/1293 NOTES 1)Unbalanced roof live loads have been considered forthis design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-6-10, Interior (1) 3-6-10 to 11-6-4, Exterior(2R) 11-6-4 to 14-11-2, Interior (1) 14-11-2 to 23-6-4, Exterior(2E) 23-6-4 to 25-6-4, Interior (1) 25-6-4 to 30-10-5, Exterior(2E) 30-10-5 to 32-4-6, Interior (1) 32-4-6 to 33-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382814T25Roof Special 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 E Jan 6 2022 Print: 8.530 E Jan 6 2022 MiTek Industries, Inc. Tue Jun 07 13:47:20 Page: 1 ID:WBZtJsZvtwYBGP0rCpt4BTyUbLt-Ra7c6orPc7ocBU2ABqvR2k7q3YrSvv8rnxcLg5z8pw7 June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =3x5 =4x6 =5x6 =2x4 =3x5 =5x6 =3x5 =3x8 =2x4 =3x5 =4x8 =2x4 =4x6 =6x8 =5x6 =4x8 =5x8 =2x4 1 17 16 15 14 13 12 11 10 2 3 18 9 22 4 19 5 6 7 20 21 8 2-0-0 23-10-13 4-11-8 28-10-5 4-10-6 4-10-6 4-7-14 9-6-4 6-2-5 15-8-9 6-2-5 21-10-13 5-2-3 34-0-8 1-0-0 1-0-0 1-8-8 23-9-1 5-0-7 34-0-8 5-3-0 29-0-1 6-4-1 15-8-9 6-4-1 22-0-9 8-4-8 9-4-88-2-30-6-04-8-126-10-36-10-31-4-08-2-3Scale = 1:62.6 Plate Offsets (X, Y):[1:0-3-9,0-2-0], [1:0-2-7,0-1-10], [4:0-3-12,0-2-0], [6:0-2-12,0-2-4], [7:0-5-12,0-2-0], [8:0-3-12,0-2-0], [9:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL)-0.19 1-17 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.74 Vert(CT)-0.41 1-17 >988 180 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(CT)0.07 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 185 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 10-9:2x4 SPF Stud SLIDER Left 2x8 SP 2400F 2.0E -- 2-8-10 BRACING TOP CHORD Structural wood sheathing directly applied or4-0-9 oc purlins, except end verticals, and2-0-0 oc purlins (3-10-10 max.): 4-6, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-12, 7-11 REACTIONS (lb/size)1=1350/0-3-8, 10=1350/ Mechanical Max Horiz 1=163 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250(lb) or less except when shown. TOP CHORD 1-2=-2027/6, 2-3=-1949/35, 3-18=-1803/1, 4-18=-1726/30, 4-19=-1773/39, 5-19=-1772/39, 5-6=-1772/39, 6-7=-1547/29, 7-20=-738/56, 20-21=-738/56, 8-21=-738/56, 8-22=-892/37, 9-22=-971/15, 9-10=-1308/0 BOT CHORD 1-17=-65/1591, 16-17=0/1428,15-16=0/1428, 14-15=0/1604, 13-14=0/1604,12-13=0/1606, 11-12=0/1216 WEBS 4-17=0/377, 4-15=-63/501, 5-15=-424/95, 6-15=-45/266, 6-12=-1344/40, 7-12=-9/1364, 7-11=-906/11, 8-11=0/273, 9-11=0/988 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-6-10, Interior (1) 3-6-10 to 9-6-4, Exterior(2R) 9-6-4 to 12-11-2, Interior (1) 12-11-2 to 23-10-13, Exterior(2R) 23-10-13 to 27-3-11, Interior (1) 27-3-11 to 28-10-5, Exterior(2R) 28-10-5 to 32-3-3, Interior (1) 32-3-3 to 33-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382815T26Roof Special 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 E Jan 6 2022 Print: 8.530 E Jan 6 2022 MiTek Industries, Inc. Tue Jun 07 13:47:50 Page: 1 ID:_O7FXCZYdEg2uZb1mWOJjhyUbLs-0XVKcPDsJeiDPFw7VrzipHv782NEf?gPvGdUFoz8pve June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =4x5 =2x4 =MT18HS 10x12 =3x5 =3x8 =2x4 =3x5 =3x5 =3x5 =4x8 =4x8 =5x6 =5x6 =3x5 =4x5 =2x416 1 15 14 13 12 11 10 9 8 17 72042183 5 19 6 3-0-0 22-10-13 6-2-5 13-8-9 6-2-5 19-10-13 6-11-8 29-10-6 4-2-2 34-0-8 7-6-4 7-6-4 0-1-12 1-1-12 1-0-0 1-0-0 2-8-8 22-9-1 4-0-6 34-0-8 6-2-12 7-4-8 6-4-1 13-8-9 6-4-1 20-0-9 7-3-0 30-0-27-6-30-6-04-8-125-6-35-6-32-0-07-6-3Scale = 1:62.5 Plate Offsets (X, Y):[1:Edge,0-0-14], [2:0-2-12,0-2-12], [4:0-5-4,0-1-12], [5:0-3-12,0-2-0], [6:0-3-12,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL)-0.11 11-14 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.59 Vert(CT)-0.25 11-14 >999 180 MT18HS 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT)0.07 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 171 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 15-2,3-14,8-7:2x4 SPF Stud WEDGE Left: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-4 max.): 2-4, 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 2-16, 3-15 REACTIONS (lb/size)8=1317/ Mechanical, 16=1395/0-3-8 Max Horiz 16=152 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-360/27, 2-3=-1341/46, 3-4=-2049/0, 4-5=-1707/2, 5-6=-1377/16, 6-7=-848/35, 7-8=-1295/0 BOT CHORD 1-16=0/231, 15-16=-26/1359, 14-15=0/2026, 11-14=0/2026, 10-11=0/2050, 9-10=-2/673, 8-9=-36/43 WEBS 2-16=-1498/0, 2-15=0/670, 3-15=-888/23, 3-14=0/269, 3-11=-2/130, 4-11=-12/128, 4-10=-1374/38, 5-10=0/605, 6-10=0/1020, 6-9=-628/54, 7-9=0/1001 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-4-14, Interior (1) 3-4-14 to 7-6-4, Exterior(2R) 7-6-4 to 10-11-2, Interior (1) 10-11-2 to 22-10-13, Exterior(2R) 22-10-13 to 26-3-11, Interior (1) 26-3-11 to 29-10-6, Exterior(2R) 29-10-6 to 33-3-3, Interior (1) 33-3-3 to 33-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s) for truss to truss connections. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382816T27Roof Special 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:12 Page: 1 ID:SagekYaAOXovVjAEKEvYGuyUbLr-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =3x5 =3x5 =6x12 =3x5 =3x8 =2x4 =4x6 =3x5 =4x8 =4x6 =4x8 =5x6 =3x5 =4x8 =5x10 =5x8 =3x5 =2x4 18 1 17 16 15 14 13 12 11 10 19 42203 9 75216 8 0-11-12 30-10-9 3-0-0 20-10-13 4-6-0 29-10-13 4-6-0 25-4-13 6-2-5 11-8-9 6-2-5 17-10-13 5-6-4 5-6-4 3-1-15 34-0-8 0-1-12 1-1-12 1-0-0 1-0-0 2-8-8 20-9-1 3-11-15 34-0-8 4-2-12 5-4-8 6-4-1 11-8-9 6-4-1 18-0-9 9-3-8 30-0-96-10-00-6-04-8-124-2-34-2-32-0-06-2-30-7-136-10-0Scale = 1:62.4 Plate Offsets (X, Y):[1:Edge,0-0-6], [2:0-3-0,Edge], [4:0-5-4,0-1-12], [5:0-3-8,0-1-12], [7:0-4-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL)-0.20 11-12 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.85 Vert(CT)-0.46 11-12 >857 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT)0.10 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 171 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 17-2,3-16,14-4,12-4,10-9:2x4 SPF Stud WEDGE Left: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins, except end verticals, and 2-0-0 oc purlins (2-9-7 max.): 2-4, 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 3-17, 6-11, 8-10 REACTIONS (lb/size)10=1316/ Mechanical, 18=1395/0-3-8 Max Horiz 18=141 (LC 9) Max Uplift 18=-5 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-209/24, 2-3=-1325/53, 3-4=-2814/38, 4-5=-2246/41, 5-6=-1800/51, 6-7=-783/26, 7-8=-903/44, 8-9=-87/91, 9-10=-106/59 BOT CHORD 1-18=0/114, 17-18=-35/1356, 16-17=-31/2526, 14-16=-31/2526, 12-14=-20/2808, 11-12=0/1414, 10-11=0/571 WEBS 2-18=-1661/0, 2-17=0/816, 3-17=-1409/0, 3-16=0/283, 3-14=0/337, 4-14=-141/23, 4-12=-1657/62, 5-12=0/1011, 6-12=0/630, 6-11=-1025/62, 7-11=-590/56, 8-11=-9/1564, 8-10=-1346/0 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-4-14, Interior (1) 3-4-14 to 5-6-4, Exterior(2R) 5-6-4 to 8-11-2, Interior (1) 8-11-2 to 20-10-13, Exterior(2R) 20-10-13 to 24-3-11, Interior (1) 24-3-11 to 30-10-9, Exterior(2E) 30-10-9 to 33-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 18. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382817T28Roof Special 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:13 Page: 1 ID:wmE0xubo9rxm7tlQtxRnp6yUbLq-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =3x5 =5x10 =2x4 =4x5 =5x10 =2x4 =5x10 =3x5 1 6 5 42 87 3 4-10-5 4-10-5 4-7-12 9-6-0 4-7-12 14-1-12 4-10-5 19-0-0 1-0-0 1-0-0 1-0-0 19-0-0 8-6-0 18-0-0 8-6-0 9-6-00-6-06-10-0Scale = 1:47 Plate Offsets (X, Y):[1:Edge,0-0-6], [1:0-0-13,0-9-5], [5:Edge,0-0-6], [5:0-0-13,0-9-5], [6:0-5-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL)-0.17 5-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.79 Vert(CT)-0.35 5-6 >646 180 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT)0.02 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 77 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x10 SP 2400F 2.0ERight: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=748/0-3-8, 5=748/0-3-8 Max Horiz 1=-103 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1018/8, 2-3=-783/15, 3-4=-783/15, 4-5=-1018/8 BOT CHORD 1-5=-19/788 WEBS 3-6=0/546, 4-6=-271/113, 2-6=-271/113 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 9-6-0, Exterior(2R) 9-6-0 to 12-6-0, Interior (1) 12-6-0 to 18-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382818T29Common1118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:13 Page: 1 ID:wmE0xubo9rxm7tlQtxRnp6yUbLq-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =3x5 =5x10 =2x4 =4x5 =3x8 =3x5 =4x5 =3x5 =2x4 1 8 7 6 5 9 1224 1110 3 4-0-1 17-7-8 4-1-7 13-7-7 4-10-5 4-10-5 4-7-12 9-6-0 1-0-0 1-0-0 8-1-8 17-7-8 8-6-0 9-6-06-10-00-6-01-5-00-1-130-1-136-8-36-10-0Scale = 1:47 Plate Offsets (X, Y):[1:Edge,0-0-6], [1:0-0-13,0-9-5] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL)-0.19 1-8 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.71 Vert(CT)-0.40 1-8 >524 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT)0.02 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 75 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-5,6-4:2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or5-9-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=693/0-3-8, 6=693/0-3-8 Max Horiz 1=113 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-920/16, 2-3=-682/23, 3-4=-667/22, 4-5=-142/34, 5-6=-146/24 BOT CHORD 1-8=-28/710, 6-8=0/560 WEBS 2-8=-275/112, 3-8=0/453, 4-8=-125/101, 4-6=-691/0 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 9-6-0, Exterior(2R) 9-6-0 to 12-6-0, Interior (1) 12-6-0 to 17-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382819T30Common2118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:14 Page: 1 ID:wmE0xubo9rxm7tlQtxRnp6yUbLq-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =2x4 =3x10 =2x4 =2x4 1 3 2 2-4-15 1-0-0 1-0-0 1-4-15 2-4-152-1-50-6-02-1-5Scale = 1:26.9 Plate Offsets (X, Y):[1:Edge,0-0-2], [1:0-0-9,0-10-5] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL)0.00 1-3 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.06 Vert(CT)0.00 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 12 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or2-4-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=85/0-3-8, 3=85/ Mechanical Max Horiz 1=41 (LC 9) Max Uplift 3=-9 (LC 12) Max Grav 1=85 (LC 1), 3=89 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-66/51, 2-3=-68/65 BOT CHORD 1-3=-20/21 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 3. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382820T31Jack-Closed 2 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:14 Page: 1 ID:OzoO9EcQw93dl0KcRfy0LJyUbLp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =2x4 =3x10 =2x4 =3x8 =3x5 1 3 4 2 4-6-0 0-3-8 4-6-0 1-0-0 1-0-0 3-2-8 4-2-83-6-00-6-03-6-0Scale = 1:31.3 Plate Offsets (X, Y):[1:Edge,0-0-2], [1:0-0-9,0-10-5], [2:0-4-8,Edge], [3:0-2-8,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL)-0.02 1-3 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.17 Vert(CT)-0.03 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 22 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=163/0-3-8, 3=163/ Mechanical Max Horiz 1=72 (LC 9) Max Uplift 3=-16 (LC 12) Max Grav 1=163 (LC 1), 3=168 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-108/84, 2-3=-127/105 BOT CHORD 1-3=-35/38 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 4-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 3. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382821T32Jack-Closed 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:14 Page: 1 ID:OzoO9EcQw93dl0KcRfy0LJyUbLp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =2x4 =3x10 1 3 4 2 4-6-0 1-0-0 1-0-0 3-6-0 4-6-03-6-00-6-03-6-0Scale = 1:26.9 Plate Offsets (X, Y):[1:Edge,0-0-2], [1:0-0-9,0-10-5] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL)-0.02 1-3 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.19 Vert(CT)-0.04 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=172/0-3-8, 2=129/ Mechanical, 3=43/ Mechanical Max Horiz 1=78 (LC 12) Max Uplift 2=-56 (LC 12) Max Grav 1=172 (LC 1), 2=129 (LC 19), 3=86 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-81/64 BOT CHORD 1-3=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 4-5-4 zone; cantilever left and right exposed ;end vertical left and right exposed;C-C for members andforces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 2. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382822T33Jack-Open 4 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:14 Page: 1 ID:OzoO9EcQw93dl0KcRfy0LJyUbLp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =2x4 =3x10 =2x4 =2x4 1 3 2 3-4-15 1-0-0 1-0-0 2-4-15 3-4-152-9-50-6-02-9-5Scale = 1:26.6 Plate Offsets (X, Y):[1:Edge,0-0-2], [1:0-0-9,0-10-5] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)-0.01 1-3 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(CT)-0.01 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or3-4-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=125/0-3-8, 3=125/ Mechanical Max Horiz 1=57 (LC 9) Max Uplift 3=-13 (LC 12) Max Grav 1=125 (LC 1), 3=130 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-88/68, 2-3=-98/86 BOT CHORD 1-3=-28/30 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 3. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382823T34Jack-Closed 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:14 Page: 1 ID:suqLomPOhE2uqZ5XVIfGixyUbM3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =2x4 =2x4 =2x4 1 3 2 1-4-3 1-4-31-4-130-6-01-4-13Scale = 1:21.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.02 Vert(LL)0.00 1-3 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.01 Vert(CT)0.00 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 1 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 4 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 1-4-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=47/0-3-8, 3=47/0-4-3 Max Horiz 3=24 (LC 9) Max Uplift 3=-6 (LC 12) Max Grav 1=47 (LC 1), 3=50 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-39/31, 2-3=-40/38 BOT CHORD 1-3=-29/46 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 3. 4)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382824T35Jack-Closed 2 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:15 Page: 1 ID:suqLomPOhE2uqZ5XVIfGixyUbM3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =2x4 =3x5 =3x5 =2x4 4 3 1 2 2-4-15 2-4-152-9-51-2-02-9-5Scale = 1:23.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL)0.00 3-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(CT)0.00 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 12 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=85/ Mechanical, 4=85/0-3-8 Max Horiz 4=56 (LC 9) Max Uplift 3=-21 (LC 9) Max Grav 3=97 (LC 19), 4=92 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-71/22, 1-2=-61/51, 2-3=-67/59 BOT CHORD 3-4=-105/81 WEBS 1-3=-65/94 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 21 lb uplift at joint3. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382825T36Jack-Closed 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:15 Page: 1 ID:suqLomPOhE2uqZ5XVIfGixyUbM3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =2x4 =3x10 =2x4 =3x8 =3x5 =3x5 1 3 4 5 2 7-6-0 0-3-8 7-6-0 1-0-0 1-0-0 6-2-8 7-2-85-6-00-6-05-6-0Scale = 1:41.7 Plate Offsets (X, Y):[1:Edge,0-0-2], [1:0-0-9,0-10-5], [2:0-4-8,Edge], [3:0-2-8,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL)-0.15 1-3 >568 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.55 Vert(CT)-0.30 1-3 >284 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 34 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=283/0-3-8, 3=283/ Mechanical Max Horiz 1=121 (LC 9) Max Uplift 3=-18 (LC 12) Max Grav 1=283 (LC 1), 3=290 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-160/130, 2-3=-220/148 BOT CHORD 1-3=-56/61 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 7-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 3. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382826T37Jack-Closed 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:15 Page: 1 ID:OzoO9EcQw93dl0KcRfy0LJyUbLp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =4x5 =3x5 =3x5 =2x4 4 3 1 5 6 7 2 6-6-0 6-6-05-6-01-2-05-6-0Scale = 1:34.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL)0.07 3-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.39 Vert(CT)-0.16 3-4 >454 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.10 2 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 23 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=172/ Mechanical, 3=77/ Mechanical, 4=249/0-3-8 Max Horiz 4=93 (LC 12) Max Uplift 2=-66 (LC 12) Max Grav 2=173 (LC 19), 3=120 (LC 3), 4=249 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-202/26, 1-2=-122/86 BOT CHORD 3-4=0/0 WEBS 2-3=0/0 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 6-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382827T38Jack-Open 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:15 Page: 1 ID:OzoO9EcQw93dl0KcRfy0LJyUbLp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 5.6612 =3x5 =2x4 =3x5 =2x4 4 3 1 2 4-9-14 0-0-3 0-0-3 4-9-11 4-9-143-5-51-2-03-5-5Scale = 1:29.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL)0.02 3-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.20 Vert(CT)-0.05 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.04 2 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=127/ Mechanical, 3=55/ Mechanical, 4=182/0-3-13 Max Horiz 4=46 (LC 9) Max Uplift 2=-40 (LC 12) Max Grav 2=127 (LC 1), 3=87 (LC 3), 4=182 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-146/52, 1-2=-67/43 BOT CHORD 3-4=0/0 WEBS 2-3=0/0 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) 0-1-12 to 4-4-11, Exterior(2R) 4-4-11 to 4-8-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382828T39Jack-Open 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:15 Page: 1 ID:OzoO9EcQw93dl0KcRfy0LJyUbLp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =3x5 =5x10 =2x4 =3x8 =5x8 =2x4 =2x4 =5x8 =2x4 =3x6 =3x5 =3x5 =2x4 1 12 11 8 7 10 9 6 513 162 41514 3 1-1-12 17-7-8 3-4-12 12-10-12 3-7-0 16-5-12 4-10-5 4-10-5 4-7-12 9-6-0 0-1-7 9-6-0 1-0-0 1-0-0 1-3-8 17-7-8 3-3-8 16-4-0 3-6-8 13-0-8 8-4-10 9-4-106-10-00-6-01-5-01-0-00-1-130-1-136-8-36-10-0Scale = 1:49.7 Plate Offsets (X, Y):[1:Edge,0-0-6], [1:0-0-13,0-9-5], [10:0-2-4,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL)-0.20 1-12 >552 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.60 Vert(CT)-0.41 1-12 >273 180 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT)0.02 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 86 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 11-4,5-8:2x4 SPF Stud WEBS 2x4 SPF Stud *Except* 12-2,12-3,10-3:2x4SPF No.2 WEDGE Left: 2x10 SP 2400F 2.0E 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 ocbracing. REACTIONS (lb/size)1=257/0-3-8, 7=182/ Mechanical, 12=948/0-3-8 Max Horiz 1=113 (LC 9) Max Grav 1=293 (LC 25), 7=206 (LC 26), 12=948 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-241/63, 2-3=-11/230, 3-4=-129/88,4-5=-125/54, 5-6=-141/13, 6-7=-217/0 BOT CHORD 1-12=-76/162, 11-12=-62/0, 10-11=-35/0, 4-10=-230/89, 9-10=-13/238, 8-9=-75/9, 5-9=-43/45, 7-8=-9/15 WEBS 2-12=-305/110, 3-12=-545/33, 10-12=-131/93, 3-10=-73/315, 5-10=-196/46, 6-8=-5/139 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 9-6-0, Exterior(2R) 9-6-0 to 12-6-0, Interior (1) 12-6-0 to 17-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s) for truss to truss connections. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382829T40Roof Special 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:16 Page: 1 ID:s9MmMac2hSBUMAvo?MTFuXyUbLo-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =3x5 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 1 7 6 5 2 8 9 10 3 4 11-1-6 11-1-67-5-30-0-47-5-3Scale = 1:46.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horiz(TL)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 42 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=75/11-1-6, 5=120/11-1-6, 6=360/11-1-6, 7=287/11-1-6 Max Horiz 1=170 (LC 9) Max Uplift 1=-14 (LC 8), 5=-18 (LC 9), 6=-15 (LC 12), 7=-45 (LC 12) Max Grav 1=113 (LC 20), 5=130 (LC 19), 6=360 (LC 1), 7=287 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-254/181, 2-3=-200/150, 3-4=-126/95, 4-5=-100/77 BOT CHORD 1-7=-75/82, 6-7=-75/82, 5-6=-75/82 WEBS 3-6=-270/114, 2-7=-215/88 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior (1) 3-5-12 to 11-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 4-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 1, 18 lb uplift at joint 5, 15 lb uplift at joint 6 and 45 lb uplift at joint 7. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382830T41Valley1118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:16 Page: 1 ID:s9MmMac2hSBUMAvo?MTFuXyUbLo-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 6 7 2 8 3 9-1-6 9-1-66-1-30-0-46-1-3Scale = 1:38.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.16 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horiz(TL)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 32 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=147/9-1-6, 4=106/9-1-6, 5=429/9-1-6 Max Horiz 1=138 (LC 9) Max Uplift 4=-14 (LC 9), 5=-47 (LC 12) Max Grav 1=159 (LC 20), 4=114 (LC 19), 5=429 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-209/160, 2-3=-120/82, 3-4=-88/72 BOT CHORD 1-5=-62/68, 4-5=-62/68 WEBS 2-5=-321/145 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior (1) 3-5-12 to 9-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 4-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 4 and 47 lb uplift at joint 5. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382831T42Valley1118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:16 Page: 1 ID:s9MmMac2hSBUMAvo?MTFuXyUbLo-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 6 2 7 8 3 7-1-6 7-1-64-9-30-0-44-9-3Scale = 1:32.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horiz(TL)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 24 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=63/7-1-6, 4=124/7-1-6, 5=335/7-1-6 Max Horiz 1=105 (LC 9) Max Uplift 1=-3 (LC 8), 4=-9 (LC 9), 5=-47 (LC 12) Max Grav 1=83 (LC 20), 4=130 (LC 19), 5=335 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-188/135, 2-3=-104/77, 3-4=-99/77 BOT CHORD 1-5=-49/53, 4-5=-49/53 WEBS 2-5=-251/136 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior (1) 3-5-12 to 7-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 4-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 1, 9 lb uplift at joint 4 and 47 lb uplift at joint 5. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382832T43Valley1118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:16 Page: 1 ID:s9MmMac2hSBUMAvo?MTFuXyUbLo-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =2x4 =2x4 =2x4 1 3 4 2 5-1-6 5-1-63-5-30-0-43-5-3Scale = 1:26.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.21 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 15 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=181/5-1-6, 3=181/5-1-6 Max Horiz 1=73 (LC 9) Max Uplift 3=-15 (LC 12) Max Grav 1=181 (LC 1), 3=185 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-105/83, 2-3=-139/103 BOT CHORD 1-3=-35/38 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior (1) 3-5-12 to 5-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 4-0-0 oc. 5)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 3. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382833T44Valley1118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:16 Page: 1 ID:s9MmMac2hSBUMAvo?MTFuXyUbLo-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =2x4 =2x4 =2x4 1 3 2 3-1-6 3-1-62-1-30-0-42-1-3Scale = 1:21.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=101/3-1-6, 3=101/3-1-6 Max Horiz 1=41 (LC 9) Max Uplift 3=-8 (LC 12) Max Grav 1=101 (LC 1), 3=103 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-61/48, 2-3=-78/62 BOT CHORD 1-3=-20/21 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 4-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 8 lb uplift at joint 3. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382834T45Valley1118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:17 Page: 1 ID:s9MmMac2hSBUMAvo?MTFuXyUbLo-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =3x5 =5x10 =2x4 =3x5 =5x6 =4x6 =3x8 =2x4 =2x4 =3x8 =3x5 =2x4 =4x8 =3x5 =2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1 14 13 21 12 22 2311 24 25 10 26 27 9 2 3 15 4 16 175 6 18 7 19 20 8 2-6-6 5-6-4 2-11-14 2-11-14 4-1-11 9-7-15 4-3-7 13-11-7 4-3-7 18-2-14 4-5-3 22-8-1 1-0-0 1-0-0 4-3-7 13-11-7 4-3-7 18-2-14 4-3-7 9-7-15 4-4-8 5-4-8 4-5-3 22-8-10-6-04-2-34-2-3Scale = 1:42.6 Plate Offsets (X, Y):[1:0-5-4,0-0-6], [1:0-0-1,0-10-5], [3:0-3-12,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL)-0.04 11-12 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.59 Vert(CT)-0.08 11-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(CT)0.02 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 235 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 12-3,12-5,10-5,10-8:2x4 SPF No.2 WEDGE Left: 2x8 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (lb/size)1=1629/0-3-8, 9=1676/0-3-8 Max Horiz 1=92 (LC 22) Max Uplift 1=-181 (LC 8), 9=-216 (LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2570/329, 2-3=-2463/336, 3-4=-2552/350, 4-5=-2551/350, 5-7=-1584/203, 7-8=-1584/203, 8-9=-1590/248 BOT CHORD 1-14=-288/2027, 12-14=-286/2000, 11-12=-336/2419, 10-11=-336/2419, 9-10=-34/37 WEBS 2-14=-59/130, 3-14=-65/610, 3-12=-131/747, 4-12=-472/179, 5-12=-48/178, 5-11=0/308, 5-10=-1116/154, 7-10=-501/190, 8-10=-264/2085 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 216 lb uplift at joint 9 and 181 lb uplift at joint 1. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 484 lb down and 112 lb up at 5-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 3-8=-60, 1-9=-20 Concentrated Loads (lb) Vert: 6=-97 (B), 14=-479 (B), 12=-32 (B), 4=-97 (B), 15=-97 (B), 16=-97 (B), 17=-97 (B), 18=-97 (B), 19=-97 (B), 20=-99 (B), 21=-32 (B), 22=-32 (B), 23=-32 (B), 24=-32 (B), 25=-32 (B), 26=-32 (B), 27=-33 (B) Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382835TG1Half Hip Girder 1 218030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:17 Page: 1 ID:lwbHCxgZlhhwroCaECXB2NyUbLk-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 5.6612 =2x4 =2x4 =4x8 =2x4 =3x8 =3x10 NAILED NAILED NAILED NAILED 479 1 6 8 5 2 3 3-9-13 3-9-13 3-10-6 7-8-3 0-2-8 1-6-11 0-5-4 7-8-3 1-4-4 1-4-4 2-9-4 7-2-15 2-11-0 4-5-114-1-70-6-04-1-7Scale = 1:42.4 Plate Offsets (X, Y):[3:0-6-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.22 Vert(CT)-0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(CT)0.00 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 36 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)6=516/0-4-15, 7=330/ Mechanical Max Horiz 6=90 (LC 8) Max Uplift 6=-26 (LC 8), 7=-65 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-59/195, 2-3=-92/2, 3-4=-44/267 BOT CHORD 1-6=-117/65, 5-6=-89/334, 4-5=-100/450 WEBS 2-5=-25/302, 2-4=-475/107, 2-6=-581/50, 3-7=-331/65 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 6 and 65 lb uplift at joint 7. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 7)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 1-4=-20 Concentrated Loads (lb) Vert: 8=-72 (F=-36, B=-36), 9=-195 (F=-97, B=-97) Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382836TG2Diagonal Hip Girder 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:18 Page: 1 ID:lwbHCxgZlhhwroCaECXB2NyUbLk-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =5x8 =3x10 =12x16 =3x6 =6x8 =6x10 =4x8 =2x4 =4x8 =4x8 =3x8 =3x5 =5x10 Special Special HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 9 19 81 13 1217 11 10 1816 7 15 2 6 3 5 14 4 1-11-13 15-8-0 2-9-4 10-7-4 3-0-14 13-8-3 2-9-4 7-10-0 5-0-12 5-0-12 2-3-7 15-8-0 2-3-9 2-3-9 3-8-5 9-8-4 3-8-5 5-11-14 3-8-5 13-4-91-2-01-0-06-4-11Scale = 1:53.1 *** Design Problems *** REVIEW REQUIREDLeft heel plate req. larger wedge or slider Plate Offsets (X, Y):[2:0-8-8,0-8-10], [6:0-1-12,0-2-0], [10:0-1-12,0-0-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL)-0.13 2-12 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.49 Vert(CT)-0.25 2-12 >747 180 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(CT)0.29 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 377 lb FT = 20% LUMBER TOP CHORD 2x8 SP 2400F 2.0E *Except* 4-8:2x4 SP 2400F 2.0E BOT CHORD 2x6 SPF No.2 *Except* 13-2:2x10 SP 2400F 2.0E, 2-10:2x6 SP 2400F 2.0E, 6-9:2x8 SP 2400F 2.0E WEBS 2x4 SPF Stud WEDGE Left: 2x12 SP 2400F 2.0E SLIDER Right 2x6 SPF No.2 -- 1-10-1 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=6004/0-3-8, 8=5733/0-3-8 Max Horiz 1=-94 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-4810/0, 2-3=-7489/0, 3-4=-8112/0, 4-5=-7008/0, 5-6=-7451/0, 6-8=-6949/0 BOT CHORD 1-13=0/76, 2-13=0/1940, 2-12=0/8100, 11-12=0/4824, 10-11=0/8836, 9-10=0/864, 6-10=0/1740, 8-9=0/4549 WEBS 3-12=-3374/0, 4-12=0/4963, 4-11=0/2733, 5-11=-1464/0, 6-11=-2705/0 NOTES 1)3-ply truss to be connected together with 10d(0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 3 rows staggered at 0-4-0 oc, 2x4 - 2 rows staggered at 0-6-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc, 2x10 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 6-0-0 oc max. starting at 2-1-13 from the left end to 14-7-0 to connect truss(es) to front face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)Hanger(s) or other connection device(s) shall beprovided sufficient to support concentrated load(s) 1325 lb down at 8-7-0, and 1330 lb down at 10-7-0 on top chord. The design/selection of such connection device (s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-4=-60, 4-8=-60, 1-13=-20, 2-10=-20, 8-9=-20 Concentrated Loads (lb) Vert: 13=-1330 (F), 5=-1290 (F), 14=-1290 (F), 15=-1334 (F), 16=-1327 (F), 17=-1330 (F), 18=-1297 (F), 19=-1296 (F) Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382837TG3Roof Special Girder 1 318030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:18 Page: 1 ID:hJj1ddhpHIxd45MyLdaf7oyUbLi-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =3x5 =2x4 =5x10 =3x5 =3x8 =2x4 =4x6 =3x8 =2x4 =4x8 =2x4 =5x10 =5x6 =6x10 =3x5 =3x5 =8x10 =2x4 =3x6 =5x6 =6x8 =4x6 =4x5 =2x4NAILEDNAILEDNAILEDNAILEDNAILED NAILED Special NAILED NAILED NAILED NAILED NAILED LUS26 NAILED LUS26 1 25 24 29 23 2230 21 20 19 31 32 18 15 14 13 12 1617 52263274 11 6 92878 10 1-4-12 28-10-9 2-0-0 30-10-9 3-7-0 27-5-14 3-0-0 19-10-9 4-0-4 23-10-14 4-1-8 12-9-1 4-1-8 8-7-8 4-1-8 16-10-9 4-6-0 4-6-0 3-1-15 34-0-8 0-1-12 1-1-12 1-0-0 1-0-0 1-8-4 29-0-5 2-1-7 31-1-12 2-8-8 19-8-13 2-10-12 34-0-8 3-2-8 4-4-4 3-3-8 27-4-2 4-1-8 12-9-1 4-3-4 8-7-8 4-3-4 17-0-5 4-3-12 24-0-106-10-00-6-04-8-121-0-03-6-03-6-02-0-05-6-01-4-06-10-0Scale = 1:62.4 Plate Offsets (X, Y):[2:0-2-8,0-2-12], [5:0-2-12,0-2-0], [6:0-3-8,0-1-12], [16:0-2-12,0-3-8], [17:0-7-8,0-4-8], [19:0-2-12,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL)-0.16 20-21 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.74 Vert(CT)-0.31 20-21 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(CT)0.09 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 411 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 18-7,8-15:2x4 SPF Stud WEBS 2x4 SPF Stud *Except* 17-6,14-10,12-10:2x4SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-0 max.): 2-5, 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (lb/size)12=324/3-0-8, 13=1797/0-3-8, 25=2140/0-3-8 Max Horiz 25=139 (LC 5) Max Uplift 13=-35 (LC 8), 25=-170 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-816/87, 2-26=-2113/222, 3-26=-2113/222, 3-27=-4806/294, 4-27=-4806/294, 4-5=-4806/294,5-6=-3864/141, 6-28=-3154/78,7-28=-3154/78, 7-8=-1685/37, 8-9=-1649/36,9-10=-775/49 BOT CHORD 1-25=-42/604, 24-25=-226/2184, 24-29=-310/3874, 23-29=-310/3874, 22-23=-310/3874, 22-30=-310/3874, 21-30=-310/3874, 20-21=-230/5124, 19-20=-228/5123, 19-31=0/264, 31-32=0/264, 18-32=0/264, 17-18=0/326, 7-17=0/1436, 16-17=-29/3165, 15-16=-20/778, 14-15=-12/308, 13-14=-4/354, 12-13=-4/354 WEBS 2-25=-2093/172, 2-24=-92/1520, 3-24=-2182/108, 3-23=0/293, 3-21=0/1169, 4-21=-343/117, 5-21=-398/0, 5-19=-2857/210, 6-19=-39/1790, 17-19=-101/3005, 7-16=-2246/60, 14-16=0/509, 9-16=-45/2843, 9-14=-3192/86, 10-14=-20/1054, 10-12=-892/0 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 170 lb uplift at joint 25 and 35 lb uplift at joint 13. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)Use Simpson Strong-Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Girder) or equivalent spaced at 2-9-0 oc max. starting at 19-11-5 from the left end to 22-8-5 to connect truss(es) to front face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. 12)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 13)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 327 lb down and 93 lb up at 4-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-5=-60, 5-6=-60, 6-9=-60, 9-10=-60, 10-11=-60, 1-18=-20, 16-17=-20, 12-15=-20 Concentrated Loads (lb) Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382838TG4Roof Special Girder 1 218030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 E Jan 6 2022 Print: 8.530 E Jan 6 2022 MiTek Industries, Inc. Tue Jun 07 13:49:54 Page: 1 ID:5uPAFfjhaDJCxZ5X1l7MlQyUbLf-OO?Ceoje6lKdHIPymuBnqQ2Q_1hGj?AfQZf2ccz8pti Continued on page 2 June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. Vert: 5=-42 (F), 24=-323 (F), 3=-69 (F), 23=-23 (F),21=-23 (F), 4=-69 (F), 20=-27 (F), 19=-263 (F), 26=-69 (F), 27=-69 (F), 28=-112 (F), 29=-23 (F), 30=-23 (F), 31=-57 (F), 32=-359 (F) Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382838TG4Roof Special Girder 1 218030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 E Jan 6 2022 Print: 8.530 E Jan 6 2022 MiTek Industries, Inc. Tue Jun 07 13:49:54 Page: 2 ID:5uPAFfjhaDJCxZ5X1l7MlQyUbLf-OO?Ceoje6lKdHIPymuBnqQ2Q_1hGj?AfQZf2ccz8pti 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 5.6612 =2x4 =2x4 =4x5 =3x5 =3x10 =3x5NAILED NAILED 7 1 5 46 2 3 3-0-14 3-0-14 3-2-0 6-2-14 0-2-8 1-6-11 0-3-8 6-2-14 1-4-4 1-4-4 4-4-11 5-11-63-5-50-6-03-5-5Scale = 1:38.6 Plate Offsets (X, Y):[3:0-6-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL)-0.02 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.33 Vert(CT)-0.04 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT)0.00 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 27 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)5=380/0-4-15, 6=209/ Mechanical Max Horiz 5=74 (LC 8) Max Uplift 5=-9 (LC 8), 6=-48 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-141/69, 2-3=-65/4, 3-4=-29/146 BOT CHORD 1-5=-53/135, 4-5=-69/157 WEBS 2-4=-160/73, 2-5=-210/127, 3-6=-209/48 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 5 and 48 lb uplift at joint 6. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 7)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 1-4=-20 Concentrated Loads (lb) Vert: 7=-113 (F=-57, B=-57) Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382839TG5Diagonal Hip Girder 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:19 Page: 1 ID:lwbHCxgZlhhwroCaECXB2NyUbLk-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 5.6612 =2x4 =2x4 =4x8 =2x4 =3x5 =2x4 NAILED NAILED NAILED NAILED 7 1 6 4 5 8 2 3 3-9-10 3-9-10 3-10-3 7-7-13 0-2-8 1-6-11 1-4-4 1-4-4 2-10-13 4-5-8 3-2-5 7-7-134-1-50-6-04-1-5Scale = 1:42.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.19 Vert(CT)-0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 32 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)4=331/ Mechanical, 6=493/0-4-15 Max Horiz 6=96 (LC 5) Max Uplift 4=-59 (LC 8), 6=-41 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-55/194, 2-3=-81/30, 3-4=-86/19 BOT CHORD 1-6=-115/62, 5-6=-77/310, 4-5=-88/394 WEBS 2-5=-30/253, 2-4=-444/111, 2-6=-548/72 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 59 lb uplift at joint 4 and 41 lb uplift at joint 6. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 7)In the LOAD CASE(S) section, loads applied to the faceof the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 1-4=-20 Concentrated Loads (lb) Vert: 7=-70 (F=-35, B=-35), 8=-153 (F=-97, B=-57) Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382840TG6Diagonal Hip Girder 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:19 Page: 1 ID:suqLomPOhE2uqZ5XVIfGixyUbM3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =3x5 =2x4 =5x10 =3x5 =3x5 =2x4 Special 1 6 5 4 7 2 8 3 2-0-0 7-6-0 5-6-0 5-6-0 0-1-12 1-1-12 1-0-0 1-0-0 2-1-12 7-6-0 4-2-8 5-4-44-2-00-6-04-2-0Scale = 1:39.2 Plate Offsets (X, Y):[2:0-2-8,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL)0.00 5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.15 Vert(CT)-0.01 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 42 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 6-2:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)4=462/0-1-8, 6=429/0-3-8 Max Horiz 6=92 (LC 5) Max Uplift 4=-65 (LC 5), 6=-6 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-96/128, 2-3=-192/44, 3-4=-420/65 BOT CHORD 1-6=-53/114, 5-6=-46/196, 4-5=-33/25 WEBS 2-6=-303/41, 2-5=-58/108, 3-5=-60/412 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 4 and 6 lb uplift at joint 6. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 303 lb down and 75 lb up at 5-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 1-4=-20 Concentrated Loads (lb) Vert: 5=-303 (B) Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382841TG7Jack-Closed Girder 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:20 Page: 1 ID:suqLomPOhE2uqZ5XVIfGixyUbM3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =2x4 =3x5 =2x4 =8x10 =3x5 =2x4 =2x4 =3x8 =3x5 =2x4 NAILED 9 8 7 6 1 10 2 3 4 115 3-3-0 3-3-0 3-3-0 6-6-0 3-3-0 3-3-0 3-3-0 6-6-05-6-01-2-05-6-0Scale = 1:42.8 Plate Offsets (X, Y):[8:0-2-12,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL)-0.01 7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.17 Vert(CT)-0.02 7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(CT)0.00 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 68 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)6=379/ Mechanical, 9=304/0-3-8 Max Horiz 9=122 (LC 22) Max Grav 6=387 (LC 15), 9=304 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-301/0, 2-3=-220/4, 3-4=-133/30, 4-5=-52/58, 5-6=-97/9, 1-9=-296/0 BOT CHORD 8-9=-112/86, 7-8=-18/224, 6-7=-18/224 WEBS 3-8=-54/49, 3-10=-258/26, 6-10=-308/24, 1-8=0/220, 4-10=0/89, 7-10=0/153, 2-8=-4/74 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s) for truss to truss connections. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 9)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 7=-186 (F) Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382842TG8Jack-Open Girder 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:20 Page: 1 ID:lwbHCxgZlhhwroCaECXB2NyUbLk-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =3x5 =4x5 =5x6 =4x5 =4x5 =3x5 1 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 2 24323 4 22 5 21 6 20 7 19 8 18 9 17 10 16 11 15 12 14 13 15-11-0 15-11-0 15-11-0 31-10-0 1-0-0 1-0-0 30-10-0 31-10-00-6-011-1-5Scale = 1:70.1 Plate Offsets (X, Y):[3:0-2-4,0-2-4], [23:0-2-4,0-2-4], [36:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horiz(TL)-0.01 26 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 462 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 43-6,44-5,45-4,46-2,29-20,28-21,27-22,26-24 :2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 13-36, 12-37, 11-38, 14-35, 15-34 REACTIONS (lb/size)26=257/29-10-0, 27=30/29-10-0, 28=123/29-10-0, 29=103/29-10-0,30=108/29-10-0, 31=106/29-10-0,32=107/29-10-0, 33=107/29-10-0,34=101/29-10-0, 35=127/29-10-0,36=211/29-10-0, 37=124/29-10-0,38=102/29-10-0, 39=106/29-10-0,40=107/29-10-0, 41=106/29-10-0, 42=108/29-10-0, 43=103/29-10-0, 44=123/29-10-0, 45=33/29-10-0, 46=254/29-10-0 Max Horiz 46=-171 (LC 8) Max Uplift 26=-72 (LC 12), 27=-154 (LC 8), 28=-11 (LC 12), 29=-22 (LC 13), 30=-15 (LC 13), 31=-16 (LC 13), 32=-15 (LC 13), 33=-16 (LC 13), 34=-27 (LC 13), 38=-25 (LC 12), 39=-16 (LC 12), 40=-15 (LC 12), 41=-16 (LC 12), 42=-15 (LC 12), 43=-22 (LC 12), 44=-14 (LC 13), 45=-164 (LC 9), 46=-85 (LC 8) Max Grav 26=323 (LC 19), 27=169 (LC 11), 28=136 (LC 26), 29=108 (LC 20), 30=109 (LC 26), 31=106 (LC 1), 32=107 (LC 1), 33=107 (LC 1), 34=103 (LC 26), 35=127 (LC 1), 36=254 (LC 21), 37=124 (LC 1), 38=104 (LC 25), 39=106 (LC 1), 40=107 (LC 1), 41=106 (LC 1), 42=109 (LC 25), 43=108 (LC 19), 44=135 (LC 25), 45=181 (LC 10), 46=330 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-67/213, 2-4=-83/191, 4-5=-32/178, 5-6=-23/175, 6-7=-18/181, 7-8=-36/187, 8-9=-53/192, 9-10=-71/198, 10-11=-88/212, 11-12=-109/243, 12-13=-117/249, 13-14=-116/247, 14-15=-108/241, 15-16=-87/210, 16-17=-70/192, 17-18=-53/187, 18-19=-35/181, 19-20=-18/176, 20-21=-17/170, 21-22=-27/172, 22-24=-76/183, 24-25=-65/208 BOT CHORD 1-46=-155/77, 45-46=-151/74, 44-45=-151/74, 43-44=-151/74, 42-43=-151/74, 41-42=-151/74, 40-41=-151/74, 39-40=-151/74, 38-39=-151/74, 37-38=-151/74, 35-37=-151/76, 34-35=-150/76, 33-34=-150/76, 32-33=-150/76, 31-32=-150/76, 30-31=-150/76, 29-30=-150/76, 28-29=-150/76, 27-28=-150/76, 26-27=-150/76, 25-26=-150/76 WEBS 13-36=-227/74, 12-37=-99/4, 11-38=-77/41, 10-39=-80/32, 9-40=-80/32, 8-41=-80/32, 7-42=-81/32, 6-43=-79/32, 5-44=-91/29, 4-45=-90/76, 2-46=-196/58, 14-35=-99/1, 15-34=-77/42, 16-33=-80/32, 17-32=-80/31, 18-31=-80/32, 19-30=-81/32, 20-29=-79/32, 21-28=-91/29, 22-27=-85/72, 24-26=-197/53 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-0-0 to 3-2-3, Exterior(2N) 3-2-3 to 15-11-0, Corner(3R) 15-11-0 to 19-1-3, Exterior(2N) 19-1-3 to 31-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382843TGE1Common Supported Gable 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:20 Page: 1 ID:Hk2v?bfx_NZ3DedNgU0yW9yUbLl-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 25 lb uplift at joint 38, 16 lb uplift at joint 39, 15 lb uplift at joint 40, 16 lb uplift at joint 41, 15 lb uplift at joint 42, 22 lb uplift at joint 43, 14 lb uplift at joint 44, 164 lb uplift at joint 45, 85 lb uplift at joint 46, 27 lb uplift at joint 34, 16 lb uplift at joint 33, 15 lb uplift at joint 32, 16 lb uplift at joint 31, 15 lb uplift at joint 30, 22 lb uplift at joint 29, 11 lb uplift at joint 28, 154 lb uplift at joint 27 and 72 lb uplift at joint 26. 8)N/A 9)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382843TGE1Common Supported Gable 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:20 Page: 2 ID:Hk2v?bfx_NZ3DedNgU0yW9yUbLl-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =3x5 =3x5 =4x5 =3x5 1 25 2423 22 21 20 19 18 17 16 15 14 13 122 26 27113 104 95 6 8 7 8-10-0 8-10-0 8-10-0 17-8-0 1-0-0 1-0-0 16-8-0 17-8-00-6-06-4-11Scale = 1:46.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horiz(TL)0.00 14 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 167 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 19-7:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)14=209/15-8-0, 15=60/15-8-0, 16=117/15-8-0, 17=101/15-8-0, 18=119/15-8-0, 19=199/15-8-0, 20=119/15-8-0, 21=101/15-8-0,22=117/15-8-0, 23=60/15-8-0,25=209/15-8-0 Max Horiz 25=-96 (LC 8) Max Uplift 14=-30 (LC 12), 15=-63 (LC 8), 16=-4 (LC 13), 17=-23 (LC 13), 18=-5 (LC 13), 20=-5 (LC 12), 21=-23 (LC 12), 22=-4 (LC 12), 23=-68 (LC 9), 25=-33 (LC 13) Max Grav 14=254 (LC 26), 15=108 (LC 20), 16=126 (LC 26), 17=104 (LC 20), 18=119 (LC 1), 19=204 (LC 22), 20=119 (LC 1), 21=104 (LC 19), 22=126 (LC 25), 23=111 (LC 19), 25=254 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-35/166, 2-3=-26/134, 3-4=0/133, 4-5=-12/138, 5-6=-31/146, 6-7=-46/154, 7-8=-46/154, 8-9=-31/145, 9-10=-12/137, 10-11=0/132, 11-12=-22/131, 12-13=-34/164 BOT CHORD 1-25=-111/46, 23-25=-109/44, 22-23=-109/44, 21-22=-109/44, 20-21=-109/44, 19-20=-109/44, 18-19=-109/44, 17-18=-109/44, 16-17=-109/44, 15-16=-109/44, 14-15=-109/44, 13-14=-109/44 WEBS 7-19=-178/7, 6-20=-92/23, 5-21=-77/43, 4-22=-87/38, 3-23=-77/47, 2-25=-162/70, 8-18=-92/23, 9-17=-77/43, 10-16=-87/38, 11-15=-75/46, 12-14=-162/70 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 8-10-0, Corner(3R) 8-10-0 to 11-10-0, Exterior(2N) 11-10-0 to 17-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 20, 23 lb uplift at joint 21, 4 lb uplift at joint 22, 68 lb uplift at joint 23, 33 lb uplift at joint 25, 5 lb uplift at joint 18, 23 lb uplift at joint 17, 4 lb uplift at joint 16, 63 lb uplift at joint 15 and 30 lb uplift at joint 14. 8)N/A 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382844TGE2Common Supported Gable 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:21 Page: 1 ID:Hk2v?bfx_NZ3DedNgU0yW9yUbLl-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 812 =3x5 =3x5 =4x5 =3x5 1 25 24 2322 21 20 19 18 17 16 15 14 13 2 12 3 11 4 10 5 9 6 8 7 9-6-0 9-6-0 9-6-0 19-0-0 1-0-0 1-0-0 18-0-0 19-0-00-6-06-10-0Scale = 1:48.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.12 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horiz(TL)0.00 14 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 187 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 19-7,20-6,18-8:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)14=261/17-0-0, 15=34/17-0-0, 16=123/17-0-0, 17=97/17-0-0, 18=126/17-0-0, 19=238/17-0-0, 20=126/17-0-0, 21=97/17-0-0, 22=123/17-0-0, 24=34/17-0-0, 25=261/17-0-0 Max Horiz 25=103 (LC 9) Max Uplift 14=-38 (LC 12), 15=-79 (LC 8), 16=-4 (LC 12), 17=-23 (LC 13), 18=-4 (LC 13), 20=-4 (LC 12), 21=-23 (LC 12), 22=-4 (LC 13), 24=-82 (LC 9), 25=-40 (LC 13) Max Grav 14=337 (LC 26), 15=100 (LC 11), 16=138 (LC 26), 17=101 (LC 20), 18=126 (LC 1), 19=238 (LC 1), 20=126 (LC 1), 21=101 (LC 19), 22=138 (LC 25), 24=103 (LC 10), 25=337 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-34/215, 2-3=-15/164, 3-4=0/170, 4-5=0/174, 5-6=-16/183, 6-7=-33/174, 7-8=-33/173, 8-9=-16/182, 9-10=0/173, 10-11=0/169, 11-12=-12/162, 12-13=-33/214 BOT CHORD 1-25=-144/48, 24-25=-143/47, 22-24=-143/47, 21-22=-143/47, 20-21=-143/47, 19-20=-143/47, 18-19=-143/47, 17-18=-143/47, 16-17=-143/47, 15-16=-143/47, 14-15=-143/47, 13-14=-143/47 WEBS 7-19=-211/0, 6-20=-98/21, 5-21=-74/41, 4-22=-92/38, 3-24=-64/43, 2-25=-212/86, 8-18=-98/21, 9-17=-74/41, 10-16=-92/38, 11-15=-63/42, 12-14=-212/86 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-0-0 to 2-10-0, Exterior(2N) 2-10-0 to 9-6-0, Corner(3R) 9-6-0 to 12-6-0, Exterior(2N) 12-6-0 to 19-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 20, 23 lb uplift at joint 21, 4 lb uplift at joint 22, 82 lb uplift at joint 24, 40 lb uplift at joint 25, 4 lb uplift at joint 18, 23 lb uplift at joint 17, 4 lb uplift at joint 16, 79 lb uplift at joint 15 and 38 lb uplift at joint 14. 8)N/A 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Clay A I52382845TGE3Common Supported Gable 1 118030029-F Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:45:21 Page: 1 ID:lwbHCxgZlhhwroCaECXB2NyUbLk-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or 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.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths