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CC Lot 14 Truss Seals
16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Carter Components (Pittsboro, IN). August 4,2022 Garcia, Juan Pages or sheets covered by this seal: I53481103 thru I53481191 My license renewal date for the state of Indiana is July 31, 2024. Provenance Epcon Provenance 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 =3x5 =5x10 =2x4 =4x5 =5x8 =2x4 =5x10 =3x5 1 6 5 107 2 4 8 9 3 4-3-4 4-3-4 4-0-12 12-4-12 4-0-12 8-4-0 4-3-4 16-8-0 0-10-8 0-10-8 0-10-8 16-8-0 7-5-8 8-4-0 7-5-8 15-9-80-6-06-0-11Scale = 1:43.5 Plate Offsets (X, Y):[1:Edge,0-0-10], [1:0-0-13,0-9-5], [5:Edge,0-0-10], [5:0-0-13,0-9-5], [6:0-4-0,0-3-4] 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 0.53 Vert(LL)-0.10 5-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.60 Vert(CT)-0.21 5-6 >945 180 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT)0.02 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 69 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 6-3:2x4 SPF No.2 WEDGE Left: 2x10 SP 2400F 2.0ERight: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 5=0-3-8 Max Horiz 1=91 (LC 9) Max Grav 1=655 (LC 1), 5=655 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-884/16, 2-3=-681/21, 3-4=-681/21, 4-5=-884/16 BOT CHORD 1-5=-16/681 WEBS 3-6=0/473, 4-6=-232/99, 2-6=-232/99 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 8-4-0, Exterior(2R) 8-4-0 to 11-4-0, Interior (1) 11-4-0 to 16-6-4 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 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 Provenance I53481103A1Common11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:56:42 Page: 1 ID:QdtlAT2wRwhpJ9E1T57C8RzN9NF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x10 =4x5 =4x5 =4x5 =3x5 =2x4 =5x10 =3x5 1 6 5 10 7 42 8 9 3 4-0-12 11-6-4 4-3-4 15-9-8 7-5-8 7-5-8 0-10-8 15-9-8 7-5-8 7-5-8 7-5-8 14-11-01-1-00-6-01-1-06-0-11Scale = 1:43.5 Plate Offsets (X, Y):[1:0-2-12,0-0-1], [5:Edge,0-0-10], [5:0-0-13,0-9-5] 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 0.63 Vert(LL)-0.11 5-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.56 Vert(CT)-0.22 5-6 >838 180 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT)0.01 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 71 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-4:2x4 SPF Stud WEDGE Right: 2x10 SP 2400F 2.0E SLIDER Left 2x8 SP 2400F 2.0E -- 4-7-11 BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1= Mechanical, 5=0-3-8 Max Horiz 1=-91 (LC 10) Max Grav 1=626 (LC 1), 5=626 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-703/17, 3-4=-634/35, 4-5=-831/27 BOT CHORD 1-6=0/470, 5-6=0/637 WEBS 3-6=0/409, 4-6=-234/95 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 3-0-0, Interior (1) 3-0-0 to 7-5-8, Exterior(2R) 7-5-8 to 10-5-8, Interior (1) 10-5-8 to 15-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; LumberDOL=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 Provenance I53481104A2Common21ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:56:44 Page: 1 ID:?Kj16GDi8ESq?JJjH1NUiOzN9N1-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =4x5 =2x4 =2x4 =2x4 1 8 7 6 5 2 4 3 2-9-8 3-3-8 1-0-4 1-0-4 1-6-4 9-2-8 3-1-0 7-8-4 3-7-0 4-7-4 0-1-12 1-0-4 0-1-12 7-10-0 0-10-8 0-10-8 1-4-8 9-2-8 3-1-0 7-8-4 3-7-0 4-7-40-6-00-7-100-11-103-6-13Scale = 1:41.2 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 0.21 Vert(LL)-0.01 7-8 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.25 Vert(CT)-0.02 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT)0.00 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 29 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)6=0-3-8, 8=0-3-8 Max Horiz 8=52 (LC 9) Max Grav 6=396 (LC 1), 8=341 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-114/0, 2-3=-199/30, 3-4=-198/35, 4-5=-121/0 BOT CHORD 1-8=0/115, 7-8=0/115, 6-7=0/115, 5-6=0/115 WEBS 3-7=-4/81, 4-6=-232/97, 2-8=-223/107 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 3-0-0, Interior (1) 3-0-0 to 4-7-4, Exterior(2R) 4-7-4 to 7-8-4, Interior (1) 7-8-4 to 9-2-8 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 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 Provenance I53481105A3Common21ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:56:45 Page: 1 ID:fvz?BAZuJ86jzm1IUdOHNWzN9Ma-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =4x5 =4x5 =3x8 =5x6 =5x6 =4x8 =2x4 1 17 16 15 14 13 12 11 2 18 3 4 5 102319 922 6 820217 1-0-4 1-0-4 3-0-11 31-2-11 5-5-8 22-8-8 5-5-8 28-2-0 4-10-13 5-11-1 5-8-8 11-7-9 5-7-7 17-3-0 2-6-14 33-9-9 0-0-6 33-9-9 0-1-12 1-0-4 0-10-8 0-10-8 5-5-7 33-9-3 7-9-1 8-9-5 8-3-15 17-1-4 11-2-8 28-3-120-6-08-2-1512-0-0Scale = 1:78.9 Plate Offsets (X, Y):[6:0-3-12,0-2-0], [8:0-3-12,0-2-0] 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 0.36 Vert(LL)-0.32 13-14 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.83 Vert(CT)-0.66 13-14 >593 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT)0.05 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 201 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 16-3,2-17:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or4-4-2 oc purlins, except end verticals, and2-0-0 oc purlins (5-9-6 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-11, 9-11, 5-14, 7-13 REACTIONS (size)11=0-4-3, 17=0-3-8 Max Horiz 17=253 (LC 9) Max Grav 11=1304 (LC 1), 17=1388 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-316/0, 2-3=-363/39, 3-5=-1618/36, 5-6=-1232/71, 6-7=-934/87, 7-8=-519/72, 8-9=-672/68, 9-10=-124/135, 10-11=-116/93 BOT CHORD 1-17=0/254, 16-17=-73/1326, 14-16=-44/1193, 13-14=-49/814, 11-13=-37/308 WEBS 9-11=-1252/0, 5-14=-465/124, 6-14=0/382, 8-13=-20/188, 9-13=0/736, 7-13=-705/63, 7-14=-15/334, 3-16=-120/111, 5-16=-1/292, 2-17=-258/113, 3-17=-1428/0 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 3-4-9, Interior (1) 3-4-9 to 17-3-0, Exterior(2R) 17-3-0 to 22-0-6, Interior (1) 22-0-6 to 28-2-0, Exterior(2R) 28-2-0 to 32-11-6, Interior (1) 32-11-6 to 33-7-13 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 3x5 MT20 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)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 Provenance I53481106A4Piggyback Base 1 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:56:45 Page: 1 ID:Ne93_1J9xto3o8B0Zx_bLNzN9Ld-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x5 =4x5 =3x5 =3x5 =3x5 =4x5 =3x8 =5x6 =3x5 =5x6 =5x8 =4x6 =3x5 1 15 14 13 12 11 10 2 16 3 4 5 17 9 208619187 1-0-4 1-0-4 5-5-8 22-8-8 5-5-8 28-2-0 4-10-13 5-11-1 5-8-8 11-7-9 5-7-7 17-3-0 3-7-9 31-9-9 0-0-6 31-9-9 0-1-12 1-0-4 0-10-8 0-10-8 3-5-7 31-9-3 7-9-1 8-9-5 8-3-15 17-1-4 11-2-8 28-3-120-6-09-6-1512-0-0Scale = 1:79.9 Plate Offsets (X, Y):[6:0-3-12,0-2-0], [8:0-3-12,0-2-0] 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 0.46 Vert(LL)-0.31 11-12 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.80 Vert(CT)-0.65 11-12 >569 180 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT)0.04 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* 3-14,2-15:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or4-6-6 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 6-8. 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 9-10, 8-11, 5-12, 7-11 REACTIONS (size)10=0-4-3, 15=0-3-8 Max Horiz 15=264 (LC 9) Max Grav 10=1224 (LC 1), 15=1308 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-310/0, 2-3=-354/39, 3-5=-1495/40, 5-6=-1099/75, 6-7=-824/90, 7-8=-333/77, 8-9=-439/88, 9-10=-1241/0 BOT CHORD 1-15=0/248, 14-15=-79/1232, 12-14=-62/1086, 11-12=-66/666, 10-11=-85/93 WEBS 6-12=0/326, 8-11=-69/123, 3-14=-131/111, 5-14=0/302, 5-12=-471/123, 7-11=-783/61, 7-12=-13/406, 9-11=0/985, 2-15=-254/113, 3-15=-1314/0 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 3-2-2, Interior (1) 3-2-2 to 17-3-0, Exterior(2R) 17-3-0 to 21-8-15, Interior (1) 21-8-15 to 28-2-0, Exterior(2E) 28-2-0 to 31-7-13 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)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 Provenance I53481107A5Piggyback Base 1 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:56:46 Page: 1 ID:ftuFATObxCTYVy4lYza1z7zN8jU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x5 =4x5 =3x5 =3x5 =3x5 =3x6 =3x8 =5x6 =3x5 =5x6 =5x8 =4x5 =3x5 1 15 14 13 12 11 10 2 16 3 4 5 17 9 8618197 1-0-4 1-0-4 5-5-8 22-8-8 5-5-8 28-2-0 4-10-13 5-11-1 5-8-8 11-7-9 5-7-7 17-3-0 1-7-9 29-9-9 0-0-6 29-9-9 0-1-12 1-0-4 0-10-8 0-10-8 1-5-7 29-9-3 7-9-1 8-9-5 8-3-15 17-1-4 11-2-8 28-3-120-6-010-10-1512-0-0Scale = 1:79.9 Plate Offsets (X, Y):[6:0-3-12,0-2-0], [8:0-3-12,0-2-0], [9:Edge,0-1-12], [10:Edge,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 0.75 Vert(LL)-0.30 11-12 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.78 Vert(CT)-0.62 11-12 >556 180 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT)0.04 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 184 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-15,3-14:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or4-8-15 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-10, 8-11, 7-11, 5-12 REACTIONS (size)10=0-4-3, 15=0-3-8 Max Horiz 15=275 (LC 9) Max Grav 10=1144 (LC 1), 15=1228 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-304/0, 2-3=-345/40, 3-5=-1372/42, 5-6=-966/78, 6-7=-714/93, 7-8=-192/95, 8-9=-270/151, 9-10=-1243/0 BOT CHORD 1-15=0/242, 14-15=-100/1138, 12-14=-84/979, 11-12=-75/518, 10-11=-97/109 WEBS 6-12=0/271, 8-11=-127/150, 7-11=-866/61, 7-12=-13/476, 9-11=0/1133, 2-15=-250/113, 3-14=-143/111, 5-14=0/313, 5-12=-477/123, 3-15=-1200/0 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 3-0-0, Interior (1) 3-0-0 to 17-3-0, Exterior(2R) 17-3-0 to 21-5-15, Interior (1) 21-5-15 to 28-2-0, Exterior(2E) 28-2-0 to 29-7-13 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)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 Provenance I53481108A6Piggyback Base 1 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:56:46 Page: 1 ID:jsWUOSVY_ZRtuZ51QY5dGtzMzdE-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x5 =4x5 =3x5 =3x5 =3x5 =3x6 =3x8 =5x6 =3x5 =5x6 =5x8 =4x5 =3x5 1 15 14 13 12 11 10 2 16 3 4 5 17 9 8618197 1-0-4 1-0-4 5-5-8 22-8-8 5-5-8 28-2-0 4-10-13 5-11-1 5-8-8 11-7-9 5-7-7 17-3-0 2-3-4 30-5-4 0-1-12 1-0-4 0-10-8 0-10-8 2-1-8 30-5-4 7-9-1 8-9-5 8-3-15 17-1-4 11-2-8 28-3-120-6-010-5-1312-0-0Scale = 1:79.9 Plate Offsets (X, Y):[6:0-3-12,0-2-0], [8:0-3-12,0-2-0], [9:0-2-4,0-1-12], [10:Edge,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 0.63 Vert(LL)-0.30 11-12 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.78 Vert(CT)-0.62 11-12 >565 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT)0.04 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* 14-3,2-15:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or4-8-1 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 6-8. 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 5-12, 7-11, 8-11, 9-10 REACTIONS (size)10= Mechanical, 15=0-3-8 Max Horiz 15=271 (LC 9) Max Grav 10=1169 (LC 1), 15=1254 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-306/0, 2-3=-348/40, 3-5=-1411/42, 5-6=-1008/77, 6-7=-749/92, 7-8=-225/89, 8-9=-301/126, 9-10=-1233/0 BOT CHORD 1-15=0/244, 14-15=-92/1168, 12-14=-77/1014, 11-12=-73/565, 10-11=-93/104 WEBS 3-14=-139/111, 5-14=0/310, 5-12=-475/123, 6-12=0/289, 7-12=-12/453, 7-11=-838/61, 8-11=-104/130, 9-11=0/1072, 2-15=-252/113, 3-15=-1237/0 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 3-0-8, Interior (1) 3-0-8 to 17-3-0, Exterior(2R) 17-3-0 to 21-6-10, Interior (1) 21-6-10 to 28-2-0, Exterior(2E) 28-2-0 to 30-3-8 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)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 Provenance I53481109A7Piggyback Base 1 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:56:47 Page: 1 ID:l6rcCCzWyF8xNvhFNOlTYuzMza2-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x5 =3x5 =4x5 =3x5 =3x5 =3x5 =4x5 =3x8 =6x8 =4x5 =6x10 =5x8 =3x6 =4x8 =3x5 1 17 16 15 14 13 12 11 2 18 3 4 5 6 19 102189207 0-3-8 28-4-0 1-0-4 1-0-4 5-4-0 28-0-8 5-5-8 22-8-8 4-10-13 5-11-1 5-8-8 11-7-9 5-7-7 17-3-0 4-1-3 32-5-4 0-1-12 1-0-4 0-10-8 0-10-8 4-2-15 32-5-4 7-9-1 8-9-5 8-3-15 17-1-4 11-1-0 28-2-412-0-00-6-011-8-130-6-00-3-311-8-1311-8-130-3-312-0-0Scale = 1:79.9 Plate Offsets (X, Y):[7:0-4-0,0-1-9], [9:Edge,0-4-1], [11:Edge,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 0.89 Vert(LL)-0.31 13-14 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.80 Vert(CT)-0.64 13-14 >588 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT)0.04 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 212 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 7-9:2x8 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 16-4,2-17:2x4 SPFStud BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-9, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:6-0-0 oc bracing: 11-13. WEBS 1 Row at midpt 10-11, 6-14, 8-13, 9-13 REACTIONS (size)11= Mechanical, 17=0-3-8 Max Horiz 17=275 (LC 9) Max Uplift 11=-18 (LC 9) Max Grav 11=1249 (LC 1), 17=1334 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-312/0, 2-4=-357/36, 4-6=-1534/2, 6-7=-1140/32, 7-8=-866/54, 8-9=-404/64, 10-11=-1246/0, 9-10=-407/65 BOT CHORD 1-17=0/249, 16-17=-103/1262, 14-16=-84/1120, 13-14=-80/719, 11-13=-102/114 WEBS 4-16=-128/115, 6-16=-5/300, 6-14=-457/124, 7-14=0/341, 8-14=-24/381, 8-13=-756/53, 9-13=-271/81, 10-13=0/1192, 2-17=-255/111, 4-17=-1351/0 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 3-2-15, Interior (1) 3-2-15 to 17-3-0, Exterior(2R) 17-3-0 to 21-10-1, Interior (1) 21-10-1 to 32-3-8 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)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 18 lb uplift at joint 11. 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 Provenance I53481110A8Piggyback Base 1 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:56:47 Page: 1 ID:nuDa9asouN79wUu_JN0HB4zMzWK-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x5 =5x8 =3x5 =3x5 =6x8 =3x5 =3x6 =3x8 =5x6 =3x5 =3x5 =6x10 =2x4 =4x5 =4x5 =5x10 =3x5 1 19 18 17 13 12 2 15 1416 20 3 4 21 5 6 722 8 9 10 23 11 1-0-4 1-0-4 2-8-12 17-3-0 4-1-4 29-10-12 4-2-6 21-5-6 4-4-2 25-9-8 6-5-1 7-5-5 7-1-0 14-6-4 4-6-8 34-5-4 0-1-12 1-0-4 0-10-8 0-10-8 2-5-4 17-1-4 6-5-1 7-5-5 7-2-12 14-8-0 8-6-8 25-7-12 8-9-8 34-5-40-6-012-0-01-0-012-0-0Scale = 1:83.7 Plate Offsets (X, Y):[6:0-3-12,0-2-0], [11:Edge,0-1-8], [14:0-4-8,0-2-0], [16:0-6-4,0-4-4] 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 0.50 Vert(LL)-0.20 12-13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.67 Vert(CT)-0.41 12-13 >971 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT)0.06 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 233 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,2-19:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or4-1-10 oc purlins, except end verticals, and2-0-0 oc purlins (5-6-14 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 9-14 WEBS 1 Row at midpt 11-12, 5-15, 7-14, 10-12 REACTIONS (size)12= Mechanical, 19=0-3-8 Max Horiz 19=284 (LC 9) Max Uplift 12=-21 (LC 9) Max Grav 12=1330 (LC 1), 19=1414 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-227/0, 2-3=-1779/1, 3-5=-1609/63, 5-6=-1346/107, 6-7=-1049/93, 7-9=-798/64, 9-10=-794/65, 10-11=-111/116, 11-12=-112/46 BOT CHORD 1-19=-14/248, 18-19=-275/408, 17-18=0/156, 16-17=0/131, 5-16=-30/387, 15-16=-94/1233, 14-15=-91/980, 13-14=0/181, 9-14=-236/58, 12-13=0/72 WEBS 3-18=-228/89, 16-18=-112/1294, 3-16=-218/76, 5-15=-635/145, 6-15=-31/566, 7-15=-33/259, 7-14=-484/72, 12-14=-106/396, 10-14=-2/962, 10-12=-1265/75, 2-19=-1270/66, 2-18=0/1158 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) 0-0-0 to 3-5-5, Interior (1) 3-5-5 to 17-3-0, Exterior(2R) 17-3-0 to 22-1-7, Interior (1) 22-1-7 to 34-3-8 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)Provide adequate drainage to prevent water ponding. 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)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 12. 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 Provenance I53481111A9Piggyback Base 1 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:56:48 Page: 1 ID:1b3hHcElkbqLRctfoXXE7QzMzTG-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x5 =5x8 =3x5 =3x6 =6x8 =3x5 =4x5 =3x8 =5x6 =3x5 =3x6 =6x10 =2x4 =2x4 =4x5 =4x8 =3x8 =3x5 1 20 19 18 14 13 12 2 16 1517 21 3 4 22 5 6 7 23 89 24 10 25 11 1-0-4 1-0-4 2-8-12 17-3-0 4-2-6 21-5-6 4-4-2 25-9-8 5-1-4 30-10-12 6-5-1 7-5-5 7-1-0 14-6-4 5-6-8 36-5-4 0-1-12 1-0-4 0-10-8 0-10-8 2-5-4 17-1-4 5-3-0 30-10-12 5-6-8 36-5-4 6-5-1 7-5-5 7-2-12 14-8-0 8-6-8 25-7-120-6-012-0-01-0-012-0-0Scale = 1:83.7 Plate Offsets (X, Y):[6:0-3-12,0-2-0], [15:0-3-12,0-2-4], [17:0-6-4,0-4-4] 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 0.48 Vert(LL)-0.16 15-16 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.69 Vert(CT)-0.36 15-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT)0.07 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 248 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-19,13-15,2-20:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or3-11-4 oc purlins, except end verticals, and2-0-0 oc purlins (5-3-4 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. 1 Row at midpt 9-15 WEBS 1 Row at midpt 11-12, 5-16, 7-15 WEBS 2 Rows at 1/3 pts 10-12 REACTIONS (size)12= Mechanical, 20=0-3-8 Max Horiz 20=284 (LC 9) Max Uplift 12=-21 (LC 9) Max Grav 12=1410 (LC 1), 20=1494 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-233/0, 2-3=-1898/1, 3-5=-1758/63, 5-6=-1492/107, 6-7=-1170/93, 7-9=-984/64, 9-10=-982/65, 10-11=-106/114, 11-12=-135/46 BOT CHORD 1-20=-14/254, 19-20=-274/410, 18-19=0/160, 17-18=0/131, 5-17=-30/396, 16-17=-95/1356, 15-16=-94/1132, 14-15=0/86, 9-15=-266/63, 13-14=-65/0, 12-13=-68/570 WEBS 3-19=-258/89, 17-19=-108/1390, 3-17=-197/76, 5-16=-641/145, 6-16=-31/644, 7-16=-39/211, 7-15=-392/71, 13-15=-35/593, 10-15=-27/958, 10-13=0/148, 10-12=-1352/21, 2-20=-1346/66, 2-19=0/1252 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) 0-0-0 to 3-7-12, Interior (1) 3-7-12 to 17-3-0, Exterior(2R) 17-3-0 to 22-4-13, Interior (1) 22-4-13 to 36-3-8 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)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)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 12. 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 Provenance I53481112A10Piggyback Base 1 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:56:48 Page: 1 ID:am8RwKFRyPPRWWHojA2xX7zMzRy-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x6 =3x5 =4x8 =3x6 =6x8 =3x5 =4x5 =3x8 =5x6 =3x5 =3x6 =6x10 =2x4 =2x4 =4x5 =4x8 =3x8 =3x5 1 20 19 18 14 13 12 2 16 1517 21 3 4 22 5 6 7 23 8 9 24 10 25 11 1-0-4 1-0-4 2-8-12 17-3-0 4-2-6 21-5-6 4-4-2 25-9-8 6-1-4 31-10-12 6-5-1 7-5-5 7-1-0 14-6-4 6-6-8 38-5-4 0-1-12 1-0-4 0-10-8 0-10-8 2-5-4 17-1-4 6-3-0 31-10-12 6-5-1 7-5-5 6-6-8 38-5-4 7-2-12 14-8-0 8-6-8 25-7-120-6-012-0-01-0-012-0-0Scale = 1:83.7 Plate Offsets (X, Y):[6:0-3-12,0-2-0], [11:Edge,0-1-8], [15:0-4-4,0-2-4], [17:0-6-4,0-4-4], [19:0-2-4,0-1-8] 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 0.49 Vert(LL)-0.17 15-16 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.71 Vert(CT)-0.37 15-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT)0.08 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 255 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-19,2-20:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or3-8-11 oc purlins, except end verticals, and2-0-0 oc purlins (5-0-1 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. 1 Row at midpt 9-15 WEBS 1 Row at midpt 11-12, 5-16, 7-15 WEBS 2 Rows at 1/3 pts 10-12 REACTIONS (size)12= Mechanical, 20=0-3-8 Max Horiz 20=284 (LC 9) Max Uplift 12=-22 (LC 9) Max Grav 12=1490 (LC 1), 20=1574 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-240/0, 2-3=-2018/1, 3-5=-1906/63, 5-6=-1638/107, 6-7=-1291/93, 7-9=-1172/65, 9-10=-1170/66, 10-11=-106/113, 11-12=-159/48 BOT CHORD 1-20=-14/259, 19-20=-273/411, 18-19=0/164, 17-18=0/132, 5-17=-30/404, 16-17=-97/1480, 15-16=-96/1283, 14-15=0/103, 9-15=-300/69, 13-14=-46/0, 12-13=-70/702 WEBS 3-19=-287/89, 17-19=-109/1485, 3-17=-175/76, 5-16=-647/145, 6-16=-30/722, 7-16=-46/180, 7-15=-298/70, 13-15=-42/714, 10-15=-27/945, 10-13=0/198, 10-12=-1453/22, 2-20=-1422/66, 2-19=0/1347 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) 0-0-0 to 3-10-2, Interior (1) 3-10-2 to 17-3-0, Exterior(2R) 17-3-0 to 22-8-4, Interior (1) 22-8-4 to 38-3-8 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)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)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 12. 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 Provenance I53481113A11Piggyback Base 1 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:56:49 Page: 1 ID:LrgJkhln3IiTZzVtA?onE_zMzRI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x6 =5x8 =3x5 =3x6 =6x10 =3x5 =4x5 =3x8 =5x6 =3x5 =3x6 =6x10 =2x4 =3x5 =3x5 =6x8 =5x6 =3x6 =3x5 =3x5 1 23 22 21 17 16 15 14 2 19 1820 24 3 4 25 135 12116726892710 0-3-01-0-4 1-0-4 2-8-12 17-3-0 4-2-6 21-5-6 4-4-2 25-9-8 6-8-13 32-6-6 6-10-9 39-4-15 6-5-1 7-5-5 7-1-0 14-6-4 2-5-8 42-8-7 0-10-0 40-2-15 0-1-12 1-0-4 0-10-8 0-10-8 0-8-4 40-2-15 2-5-4 17-1-4 6-5-1 7-5-5 6-10-9 32-6-6 7-0-5 39-6-11 7-2-12 14-8-0 8-6-8 25-7-120-6-011-5-510-8-31-0-012-0-0Scale = 1:91.3 Plate Offsets (X, Y):[6:0-3-12,0-2-0], [11:0-3-12,0-2-0], [18:0-3-8,0-2-8], [20:0-7-0,0-4-0] 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 0.56 Vert(LL)-0.18 18-19 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.73 Vert(CT)-0.42 18-19 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT)0.08 14 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 303 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 17-14:2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-22,2-23:2x4 SPFStud, 14-12:2x4 SPF 1650F 1.5E BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-15 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:6-0-0 oc bracing: 16-17. 1 Row at midpt 9-18 WEBS 1 Row at midpt 5-19, 7-19, 7-18, 10-16,11-15, 12-14 REACTIONS (size)14=0-3-8, 23=0-3-8 Max Horiz 23=286 (LC 11) Max Grav 14=1724 (LC 1), 23=1644 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-245/0, 2-3=-2123/7, 3-5=-2037/68, 5-6=-1766/112, 6-7=-1397/98, 7-9=-1336/72, 9-10=-1334/73, 10-11=-864/59, 11-12=-319/263, 12-13=0/87, 12-14=-582/276 BOT CHORD 1-23=-15/264, 22-23=-237/412, 21-22=0/167, 20-21=0/132, 5-20=-28/411, 19-20=-86/1589, 18-19=-88/1417, 17-18=0/98, 9-18=-327/70, 16-17=-45/39, 15-16=-95/117, 14-15=-96/111 WEBS 3-22=-312/88, 20-22=-99/1568, 3-20=-157/77, 5-19=-652/143, 6-19=-33/790, 7-19=-197/168, 7-18=-242/65, 16-18=-23/831, 10-18=-27/887, 10-16=-1212/116, 11-16=-14/1632, 11-15=-1455/197, 2-23=-1489/69, 2-22=0/1431 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 4-0-5, Interior (1) 4-0-5 to 17-3-0, Exterior(2R) 17-3-0 to 22-11-5, Interior (1) 22-11-5 to 39-4-15, Exterior(2E) 39-4-15 to 42-8-7 zone;cantilever left and right exposed ; end vertical left andright exposed;C-C for members and forces & MWFRSfor reactions shown; Lumber DOL=1.60 plate gripDOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x5 MT20 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)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 Provenance I53481114A12Piggyback Base 1 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:56:49 Page: 1 ID:x4aSp5Kum2lfJLA5_4f2B6zMzQY-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x5 =4x5 =5x8 =3x6 =3x5 =5x10 =2x4 =4x5 =4x8 =5x6 =3x5 =3x6 =6x10 =2x4 =2x4 =3x5 =4x8 =5x6 =2x4 =4x5 =4x5 1 24 23 22 21 17 16 15 14 2 19 1820 25 3 4 26 135 12116727892810 0-3-01-0-4 1-0-4 2-8-12 17-3-0 4-2-6 21-5-6 4-4-2 25-9-8 6-8-13 32-6-6 6-10-9 39-4-15 6-5-1 7-5-5 7-1-0 14-6-4 2-5-8 42-8-7 0-10-0 40-2-15 0-1-12 1-0-4 0-8-4 40-2-15 0-10-8 0-10-8 2-1-12 14-8-0 2-5-4 17-1-4 5-1-0 12-6-4 6-5-1 7-5-5 6-10-9 32-6-6 7-0-5 39-6-11 8-6-8 25-7-120-6-011-5-510-11-151-0-012-0-0Scale = 1:91.3 Plate Offsets (X, Y):[6:0-3-12,0-2-0], [11:0-3-12,0-2-0], [12:0-2-8,0-1-12], [14:Edge,0-3-8], [18:0-4-4,0-2-12], [20:0-5-8,0-4-0] 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 0.60 Vert(LL)-0.16 18-19 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.53 Vert(CT)-0.35 18-19 >948 180 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT)0.03 14 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 284 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 17-14:2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-23,22-20,2-24:2x4SPF Stud 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.): 6-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 ocbracing. Except: 1 Row at midpt 5-20, 9-18 WEBS 1 Row at midpt 3-22, 7-19, 10-16, 11-15, 12-14 REACTIONS (size)14=0-3-8, 22=0-3-8, 24=0-3-8 Max Horiz 24=288 (LC 11) Max Uplift 14=-4 (LC 13) Max Grav 14=1198 (LC 1), 22=1817 (LC 25), 24=395 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-189/0, 2-3=-305/98, 3-5=-219/111, 5-6=-386/114, 6-7=-257/99, 7-9=-626/73, 9-10=-626/74, 10-11=-505/80, 11-12=-372/248, 12-13=0/87, 12-14=-669/250 BOT CHORD 1-24=-11/206, 23-24=-233/379, 22-23=-147/208, 21-22=-2/19, 20-21=-26/4, 5-20=-1220/0, 19-20=-154/139, 18-19=-105/495, 17-18=0/103, 9-18=-320/71, 16-17=-59/0, 15-16=-96/119, 14-15=-94/115 WEBS 3-23=0/249, 3-22=-1519/71, 20-22=-1141/0, 3-20=-70/1157, 5-19=0/772, 6-19=-36/89, 7-19=-647/70, 7-18=-11/364, 16-18=-54/541, 10-18=-34/236, 10-16=-672/126, 11-16=-28/941, 11-15=-709/222, 2-24=-260/113, 2-23=-201/135 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 4-0-5, Interior (1) 4-0-5 to 17-3-0, Exterior(2R) 17-3-0 to 22-11-5, Interior (1) 22-11-5 to 39-4-15, Exterior(2E) 39-4-15 to 42-8-7 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 14. 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 Provenance I53481115A13Piggyback Base 3 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:56:50 Page: 1 ID:Uz7ot08w_eB9seozPeMlOEzMzPV-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x5 =4x5 =3x5 =3x6 =3x5 =4x5 =3x6 =3x10 =5x6 =3x8 =2x4 =3x6 =3x6 =3x5 =3x8 =5x6 =2x4 =4x5 =4x5 1 22 21 20 19 18 17 16 15 14 13 2 23 3 4 24 5 12 111062578269 0-3-01-0-4 1-0-4 4-10-7 5-10-11 4-8-12 17-3-0 7-4-1 24-7-1 7-4-1 39-4-15 7-5-13 32-0-14 6-7-9 12-6-4 2-5-8 42-8-7 0-10-0 40-2-15 0-1-12 1-0-4 0-8-4 40-2-15 0-10-8 0-10-8 4-7-0 17-1-4 4-10-7 5-10-11 6-7-9 12-6-4 7-5-13 24-7-1 7-5-13 39-6-11 7-5-13 32-0-140-6-011-5-510-11-1512-0-0Scale = 1:91.3 Plate Offsets (X, Y):[6:0-3-12,0-2-0], [10:0-3-12,0-2-0], [11:0-2-8,0-1-12], [13:Edge,0-3-8], [15:0-3-8,0-1-8], [18:0-3-8,0-1-8] 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 0.66 Vert(LL)-0.12 14-15 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.37 Vert(CT)-0.27 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT)-0.01 13 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 253 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-13:2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-21,2-22,2-21:2x4SPF Stud 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.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:6-0-0 oc bracing: 20-21,18-20. WEBS 1 Row at midpt 5-20, 6-18, 7-17, 9-15, 10-14, 11-13 REACTIONS (size)13=0-3-8, 20=0-3-8, 22=0-3-8 Max Horiz 22=288 (LC 11) Max Uplift 13=-8 (LC 13) Max Grav 13=1194 (LC 1), 20=1832 (LC 25), 22=382 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-61/0, 2-3=-328/63, 3-5=-101/388, 5-6=-366/126, 6-7=-568/90, 7-9=-568/90, 9-10=-520/84, 10-11=-370/245, 11-12=0/87, 11-13=-663/245 BOT CHORD 1-22=0/62, 21-22=-246/278, 20-21=-158/268, 18-20=-251/86, 17-18=-101/245, 15-17=-79/520, 14-15=-96/119, 13-14=-94/115 WEBS 3-21=0/243, 3-20=-440/76, 5-20=-1488/16, 5-18=0/943, 6-18=-711/48, 6-17=-34/635, 7-17=-470/103, 9-17=-53/95, 9-15=-567/123, 10-15=-35/925, 10-14=-708/237, 2-22=-299/73, 2-21=-56/178 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 4-0-5, Interior (1) 4-0-5 to 17-3-0, Exterior(2R) 17-3-0 to 22-11-5, Interior (1) 22-11-5 to 39-4-15, Exterior(2E) 39-4-15 to 42-8-7 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 13. 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 Provenance I53481116A14Piggyback Base 1 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:56:51 Page: 1 ID:giSWafWoNMQ7v0xhXtuFU3zMzNk-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x5 =4x5 =3x5 =3x6 =3x6 =5x6 =3x6 =5x6 =5x6 =5x8 =2x4 =3x6 =3x6 =3x5 =3x5 =5x6 =3x5 =3x6 =3x5 =3x5 =3x6 =3x5 =5x6 =4x5 =2x4 =4x5 1 28 27 26 25 24 23 22 21 20 19 18 17 16 15142 133 4 12 115 1067829309 1-0-4 1-0-4 1-0-4 56-7-15 4-10-7 55-7-11 4-10-7 5-10-11 4-8-12 17-3-0 4-8-12 44-1-11 7-4-1 24-7-1 7-4-1 39-4-15 7-5-13 32-0-14 6-7-9 12-6-4 6-7-9 50-9-4 0-1-12 55-9-7 0-1-12 1-0-4 0-10-8 56-7-15 0-10-8 0-10-8 4-7-0 44-1-11 4-7-0 17-1-4 4-10-7 55-7-11 4-10-7 5-10-11 6-7-9 50-9-4 6-7-9 12-6-4 7-5-13 39-6-11 7-5-13 24-7-1 7-5-13 32-0-140-6-012-0-0Scale = 1:94.2 Plate Offsets (X, Y):[6:0-3-12,0-2-0], [10:0-3-12,0-2-0] 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 0.67 Vert(LL)-0.11 20-21 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.55 Vert(CT)-0.26 20-21 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT)0.07 16 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 319 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-25:2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except*3-27,2-28,2-27,13-17,14-16,17-14:2x4 SPFStud BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-10 oc purlins, except 2-0-0 oc purlins (3-8-15 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 26-27,24-26. WEBS 1 Row at midpt 5-26, 6-24, 7-23, 9-23,9-21, 11-20 REACTIONS (size)16=0-3-8, 26=0-3-8, 28=0-3-8 Max Horiz 28=-186 (LC 8) Max Grav 16=1747 (LC 1), 26=2469 (LC 1), 28=365 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-57/1, 2-3=-254/112, 3-5=-14/441, 5-6=-594/76, 6-7=-1152/50, 7-9=-1152/50, 9-10=-1485/77, 10-11=-1805/97,11-13=-2090/43, 13-14=-2219/0,14-15=-158/0 BOT CHORD 1-28=0/64, 27-28=-169/221, 26-27=-98/225, 24-26=-301/154, 23-24=-43/442, 21-23=0/1484, 20-21=0/1419, 18-20=0/1648, 17-18=0/1786, 16-17=-1/156, 15-16=-1/156 WEBS 3-27=0/243, 3-26=-443/78, 5-26=-2115/0, 5-24=0/1466, 6-24=-1180/0, 6-23=0/1360, 7-23=-473/102, 9-23=-625/51, 9-21=-86/239, 10-21=-124/284, 10-20=-19/553, 2-28=-288/43, 2-27=-86/94, 13-18=-208/79, 13-17=-182/62, 11-18=0/283, 11-20=-493/103, 14-16=-1603/26, 14-17=0/1656 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 5-10-11, Interior (1) 5-10-11 to 17-3-0, Exterior(2R) 17-3-0 to 25-3-3, Interior (1) 25-3-3 to 39-4-15, Exterior(2R) 39-4-15 to 47-5-2, Interior (1) 47-5-2 to 56-7-15 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 3x5 MT20 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)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 Provenance I53481117A15Piggyback Base 1 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:56:51 Page: 1 ID:YGMJCyiqug01QBNBoY5OV1zMzIK-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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. 812 812 =4x5 =2x4 =3x5 =4x5 =3x5 =3x6 =4x5 =5x6 =3x6 =5x6 =5x6 =5x8 =2x4 =3x6 =3x6 =3x5 =3x5 =6x12 =3x8 =3x5 =3x5 =6x10 =5x10 =4x5 =3x5 =5x8 =5x8 =5x8 =4x5 1 30 29 28 27 26 25 24 23 22 21 16 17 15220 19 18 14 333 13412 5 11 6 7 8 31 329 10 1-0-4 1-0-4 1-0-4 56-7-15 1-9-8 55-7-11 2-1-12 41-6-11 4-10-7 5-10-11 4-8-12 17-3-0 6-0-0 53-10-3 7-4-1 24-7-1 7-4-1 39-4-15 7-5-13 32-0-14 6-3-8 47-10-3 6-7-9 12-6-4 0-1-12 1-0-4 0-10-8 0-10-8 1-2-0 56-7-15 1-6-0 55-5-15 2-1-12 41-8-7 4-7-0 17-1-4 4-10-7 5-10-11 6-1-12 53-11-15 6-1-12 47-10-3 6-7-9 12-6-4 7-5-13 24-7-1 7-5-13 39-6-11 7-5-13 32-0-140-6-01-0-012-0-0Scale = 1:94.1 Plate Offsets (X, Y):[6:0-3-12,0-2-0], [10:0-6-12,Edge], [12:0-3-12,0-3-0], [20:0-3-4,0-3-0], [22:0-3-8,0-1-8] 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 0.61 Vert(LL)-0.14 19-20 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.72 Vert(CT)-0.29 19-20 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT)0.17 17 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 331 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-27:2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except*3-29,22-20,13-19,2-30,2-29,14-18,15-17:2x4SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins, except 2-0-0 oc purlins (3-11-15 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 11-20 WEBS 1 Row at midpt 5-28, 6-26, 7-25, 9-25,9-23, 10-22 REACTIONS (size)17=0-3-8, 28=0-3-8, 30=0-3-8 Max Horiz 30=186 (LC 9) Max Uplift 30=-72 (LC 26) Max Grav 17=1717 (LC 1), 28=2631 (LC 1), 30=273 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-48/5, 2-3=-123/299, 3-5=0/655, 5-6=-487/91, 6-7=-1053/52, 7-9=-1052/52, 9-10=-1402/79, 10-11=-1965/123, 11-13=-2054/49, 13-14=-2543/0, 14-15=-2964/0, 15-16=-33/26 BOT CHORD 1-30=0/56, 29-30=-172/217, 28-29=-221/206, 26-28=-453/151, 25-26=-64/356, 23-25=0/1402, 22-23=0/1359, 21-22=-24/58, 20-21=-48/0, 11-20=-254/117, 19-20=0/2046, 18-19=0/2441, 16-17=-12/34, 17-18=-338/28 WEBS 3-29=0/263, 3-28=-467/76, 5-28=-2263/0, 5-26=0/1590, 6-26=-1290/0, 6-25=0/1396, 7-25=-474/102, 9-25=-657/50, 9-23=-66/258, 10-23=-130/252, 10-22=-505/14, 20-22=0/1448, 10-20=-30/1274, 13-20=-554/73, 13-19=0/336, 2-30=-202/133, 2-29=-233/51, 14-18=0/190, 14-19=-403/77, 15-17=-1457/0, 15-18=0/2722 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 5-10-11, Interior (1) 5-10-11 to 17-3-0, Exterior(2R) 17-3-0 to 25-3-3, Interior (1) 25-3-3 to 39-4-15, Exterior(2R) 39-4-15 to 47-5-2, Interior (1) 47-5-2 to 56-7-15 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 30. 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 Provenance I53481118A16Piggyback Base 2 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:56:52 Page: 1 ID:hHVmJzXcnZVqU8G9WhIG_NzMzEg-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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. 812 812 =5x8 =5x10 =3x6 =4x5 =4x5 =8x10 =3x8 =6x8 =3x6 =3x8 =8x10 =4x5 =8x10 =8x12 =2x4 =4x8 =5x8 =3x6 =3x5 =3x5 =6x12 =2x4 =3x5 =3x5 =3x5 =5x8 =5x8 =4x5 =3x5 =5x6 =4x8 =5x6 =4x528272625242318 19 1 31 30 29 17222120 2 16 3 34 374 153514 5 3233 6 7 13 8 9 10 3611 12 15-6-13 0-4-1 -0-4-1 1-0-4 56-3-14 1-9-0 3-11-2 1-9-8 55-3-10 1-10-5 14-9-15 2-2-2 2-2-2 2-9-4 24-10-15 2-1-12 41-2-10 2-4-4 6-3-6 2-0-15 16-10-15 5-2-12 22-1-11 6-9-5 31-8-4 6-0-0 53-6-2 7-4-10 39-0-14 6-3-8 47-6-2 6-8-4 12-11-10 0-3-8 6-5-2 0-3-12 39-6-6 0-6-7 0-6-7 1-2-0 56-3-14 1-7-11 2-2-2 1-6-0 55-1-14 1-10-0 41-4-6 2-9-4 24-10-15 3-11-8 6-1-10 6-1-12 53-7-14 6-1-12 47-6-2 6-9-5 31-8-4 7-6-6 39-2-10 15-8-9 22-1-110-8-110-6-07-8-121-0-012-0-0Scale = 1:95.4 Plate Offsets (X, Y): [1:0-8-2,0-0-4], [4:0-6-7,0-0-4], [8:0-7-12,0-2-0], [10:0-3-8,0-3-0], [12:0-6-12,Edge], [14:0-2-4,0-3-4], [22:0-2-8,0-2-8], [29:0-3-12,0-0-2], [30:0-6-8,Edge], [32:0-3-8,0-4-0] 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 0.68 Vert(LL)-0.58 29-30 >459 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.74 Vert(CT)-0.84 29-30 >313 180 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT)0.15 19 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Attic -0.44 29-30 >433 360 Weight: 414 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-8,5-1:2x8 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 1-30:2x6 SP 2400F 2.0E, 30-29:2x10 SP 2400F 2.0E, 29-27:2x4 SP 2400F 2.0E, 27-23:2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 15-21,16-20,8-33,0-0,3-30,31-2,31-3,22-24,3 2-10,17-19,7-33,4-30:2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins, except 2-0-0 oc purlins (4-9-10 max.): 8-12. BOT CHORD Rigid ceiling directly applied or 6-0-0 ocbracing. Except: 1 Row at midpt 13-22 WEBS 1 Row at midpt 11-28, 12-26, 12-25, 29-32, 10-32, 28-32 JOINTS 1 Brace at Jt(s): 32, 33 REACTIONS (size)1=0-3-8, 19=0-3-8, 29=0-3-8 Max Horiz 1=186 (LC 11) Max Grav 1=1508 (LC 20), 19=1527 (LC 1), 29=2212 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2278/0, 2-3=-2019/0, 3-4=-2134/0, 4-6=-1306/79, 6-7=0/689, 7-8=0/580, 8-9=0/1035, 9-11=-776/1018, 11-12=-1051/34, 12-13=-1620/36, 13-15=-1710/0, 15-16=-2197/0, 16-17=-2613/0, 17-18=-32/39 BOT CHORD 1-31=-25/1879, 30-31=0/2057, 22-23=-77/0, 13-22=-253/120, 21-22=0/1758, 20-21=0/2152, 18-19=-18/34, 29-30=0/1360, 28-29=0/1366, 26-28=0/1067, 25-26=0/1096, 24-25=0/1091, 23-24=-29/39, 19-20=-309/29 WEBS 15-21=0/336, 15-22=-551/72, 16-20=0/186, 16-21=-403/77, 6-33=-2104/16, 32-33=-1762/86, 8-33=-116/15, 8-32=-812/0, 3-30=-1094/6, 2-31=0/364, 3-31=-386/0,10-28=-1/1836, 11-28=-986/61, 11-26=0/443,12-26=-261/150, 12-25=-393/18,12-22=-5/1153, 22-24=0/1196,29-32=-1798/96, 9-32=-260/50,10-32=-2674/15, 28-32=-1709/180,17-19=-1289/0, 17-20=0/2410, 7-33=0/459, 4-30=0/1481 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) 0-2-11 to 5-10-11, Interior (1)5-10-11 to 17-3-0, Exterior(2R) 17-3-0 to 25-3-0, Interior(1) 25-3-0 to 39-4-15, Exterior(2R) 39-4-15 to 47-5-2,Interior (1) 47-5-2 to 56-7-15 zone; cantilever left andright 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)Ceiling dead load (5.0 psf) on member(s). 4-6, 6-33, 32-33; Wall dead load (5.0psf) on member(s).29-32, 4-30 6)Bottom chord live load (35.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 29-30 7)Bearing at joint(s) 29 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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)Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Epcon Provenance I53481119A17Attic21ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:56:53 Page: 1 ID:BGR7ThQXV?cwgt250O4JAnzMzAx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =6x8 =12x16 =4x5 =8x10 =3x8 =6x8 =3x6 =3x6 =8x10 =4x5 =4x5 =3x8 =8x10 =3x6 =3x5 =3x5 =5x10 =4x5 =3x5 =6x12 =5x6 =5x10 =3x6 =3x5 =3x5 =3x6 =3x5 =5x6 =4x6 =3x5 =4x5 27 24 23 22 21 20 19 181 30 29 28 172625 2 3 33 164 34 15 5 32 31 146 7 8 13910113512 15-6-13 0-4-1 -0-4-1 1-0-4 56-3-14 1-9-0 3-11-2 1-10-5 14-9-15 2-2-2 2-2-2 2-4-4 6-3-6 2-0-15 16-10-15 4-8-8 32-11-11 5-2-12 22-1-11 4-10-7 55-3-10 4-8-12 43-9-10 6-1-3 39-0-14 6-1-8 28-3-3 6-7-9 50-5-3 6-8-4 12-11-10 0-3-8 6-5-2 0-1-12 55-5-6 0-6-7 0-6-7 0-10-8 56-3-14 1-1-4 40-3-14 1-7-11 2-2-2 3-5-12 43-9-10 3-11-8 6-1-10 4-5-0 32-9-15 4-10-7 55-3-10 6-3-4 28-4-15 6-4-11 39-2-10 6-7-9 50-5-3 15-8-9 22-1-110-8-110-6-07-8-121-0-012-0-0Scale = 1:95.4 Plate Offsets (X, Y): [1:0-2-12,0-3-8], [2:1-2-8,0-6-0], [4:0-6-3,0-0-8], [8:0-7-12,0-2-0], [9:0-3-8,0-1-8], [13:0-3-12,0-2-0], [20:0-3-0,0-1-12], [26:0-2-12,0-3-4], [28:0-3-8,Edge], [29:0-3-8,0-5-4] 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 0.71 Vert(LL)-0.68 28-29 >385 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.71 Vert(CT)-1.08 28-29 >244 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT)0.14 19 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Attic -0.49 28-29 >388 360 Weight: 410 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-8,5-1:2x8 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 1-29:2x6 SP 2400F 2.0E, 29-28:2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 16-20,8-32,4-29,7-32,2-30,30-3,3-29,17-19,2 0-17:2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or2-10-6 oc purlins, except2-0-0 oc purlins (3-0-11 max.): 8-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-8-13 oc bracing: 28-29. 1 Row at midpt 11-26, 12-25 WEBS 1 Row at midpt 28-31, 13-23, 12-26, 14-23 JOINTS 1 Brace at Jt(s): 31, 32 REACTIONS (size)1=0-3-8, 19=0-3-8, 28=0-3-8 Max Horiz 1=186 (LC 11) Max Uplift 28=-240 (LC 8) Max Grav 1=2539 (LC 20), 19=2072 (LC 1), 28=1237 (LC 27) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-3972/0, 2-3=-3567/0, 3-4=-3766/0, 4-6=-3001/121, 6-7=-1893/160, 7-8=-1768/131, 8-9=-2564/189, 9-11=-2696/96, 11-12=-2700/95, 12-13=-2536/44, 13-14=-2454/12, 14-16=-2678/0, 16-17=-2686/0, 17-18=-187/0 BOT CHORD 1-30=-58/3186, 29-30=-31/3420, 26-27=0/103, 11-26=-288/75, 25-26=0/2600, 24-25=0/120, 12-25=-636/131, 23-24=0/83, 21-23=0/2154, 20-21=0/2183, 19-20=0/180, 18-19=0/180, 28-29=-27/2699, 27-28=0/72 WEBS 28-31=-1078/391, 9-31=-1188/216, 26-28=-31/2629, 9-26=-158/927, 13-23=-87/325, 23-25=0/1945, 14-21=0/276, 16-20=-254/50, 12-26=-340/402,13-25=-51/1223, 14-23=-475/114,6-32=-1089/0, 31-32=-1221/68,8-32=-27/211, 8-31=-76/1336, 4-29=0/1401,7-32=-280/105, 2-30=0/618, 3-30=-461/0,3-29=-1127/7, 17-19=-1911/0,16-21=-156/100, 17-20=0/2039 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) 0-5-13 to 6-1-13, Interior (1) 6-1-13 to 17-3-0, Exterior(2R) 17-3-0 to 25-3-3, Interior (1) 25-3-3 to 39-4-15, Exterior(2R) 39-4-15 to 47-5-2, Interior (1) 47-5-2 to 56-7-15 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)Ceiling dead load (5.0 psf) on member(s). 4-6, 6-32, 31-32; Wall dead load (5.0psf) on member(s).28-31, 4-29 6)Bottom chord live load (35.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 28-29 7)Bearing at joint(s) 28 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 240 lb uplift at joint 28. 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. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Epcon Provenance I53481120A18Attic11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:56:54 Page: 1 ID:TMvm2TRHk5oaNzm1yZQFBAzMz_0-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =4x5 =3x5 =2x4 =4x5 =3x10 1 9 8 7 6 5 42 10 11 3 5-1-4 22-7-8 5-11-12 5-11-12 5-9-4 11-9-0 5-9-4 17-6-4 0-10-8 0-10-8 6-8-9 7-7-1 6-8-9 22-7-8 8-3-14 15-10-150-6-01-1-08-4-0Scale = 1:56 Plate Offsets (X, Y):[1:Edge,0-0-10], [1:0-0-13,0-9-5], [6:0-8-1,0-0-1] 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 0.81 Vert(LL)-0.08 7-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.71 Vert(CT)-0.19 7-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT)0.03 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 101 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 9-3,7-3:2x4 SPF No.2 WEDGE Left: 2x10 SP 2400F 2.0E SLIDER Right 2x8 SP 2400F 2.0E -- 3-2-14 BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 6=0-3-8 Max Horiz 1=-127 (LC 10) Max Grav 1=899 (LC 1), 6=899 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1273/0, 2-3=-1158/46, 3-4=-1061/47, 4-6=-1209/0 BOT CHORD 1-9=-4/986, 7-9=0/635, 6-7=0/874 WEBS 2-9=-314/139, 3-9=-32/533, 3-7=-37/398, 4-7=-217/137 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 11-9-0, Exterior(2R) 11-9-0 to 14-9-0, Interior(1) 14-9-0 to 22-7-8 zone; cantilever left and rightexposed ; end vertical left and right exposed;C-C formembers 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 Provenance I53481121A19Common21ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:56:55 Page: 1 ID:ZQXrk6G_AUq9?Ap3Indfp0zMyxf-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x8 =3x5 =4x5 =3x8 =3x8 =3x5 =2x4 =5x10 =3x5 1 11 10 9 8 7 2 635 12 13 4 7-2-1 14-10-4 7-2-1 22-0-5 7-8-2 7-8-2 7-8-2 29-8-7 0-0-2 7-8-4 0-10-8 0-10-8 0-10-8 29-8-7 6-9-10 28-9-15 6-9-10 7-8-2 7-2-1 22-0-5 7-2-0 14-10-40-6-010-4-13Scale = 1:69.5 Plate Offsets (X, Y):[1:Edge,0-0-6], [1:0-0-13,0-9-5], [7:Edge,0-0-6], [7:0-0-13,0-9-5] 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 0.73 Vert(LL)-0.09 7-8 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.54 Vert(CT)-0.21 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT)0.02 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 126 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 4-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-9 REACTIONS (size)1=0-3-8, 7=0-3-8, 11=0-3-8 Max Horiz 1=-160 (LC 8) Max Grav 1=226 (LC 25), 7=834 (LC 1), 11=1339 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-66/264, 2-4=-590/95, 4-6=-589/74, 6-7=-1118/6 BOT CHORD 1-11=-147/96, 9-11=-147/96, 8-9=0/848, 7-8=0/848 WEBS 2-11=-1154/57, 2-9=0/562, 4-9=-24/247, 6-9=-596/103, 6-8=0/333 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 14-10-4, Exterior(2R) 14-10-4 to 17-10-4, Interior (1) 17-10-4 to 29-6-11 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 bottomchord 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 Provenance I53481122A20Common11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:56:56 Page: 1 ID:t6zkyim0MNQoug7Yh9fM1MzMygD-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x10 =5x6 =5x6 =2x4 =3x5 =3x6 =3x5 =4x5 =3x8 =3x8 =3x5 =2x4 =5x10 =3x5 1 12 11 10 9 8 2 7364 13 14 5 6-9-12 6-9-12 7-2-0 13-11-12 7-2-0 21-1-12 7-8-4 28-9-15 0-10-8 28-9-15 6-9-12 6-9-12 6-9-12 27-11-7 7-2-0 21-1-12 7-2-0 13-11-121-1-00-6-01-1-010-4-13Scale = 1:69.5 Plate Offsets (X, Y):[1:0-8-1,0-0-1], [8:Edge,0-0-6], [8:0-0-13,0-9-5] 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 0.77 Vert(LL)-0.09 8-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.63 Vert(CT)-0.21 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT)0.03 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 133 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Right: 2x10 SP 2400F 2.0E SLIDER Left 2x8 SP 2400F 2.0E -- 4-3-0 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-10 REACTIONS (size)1= Mechanical, 8=0-3-8, 12=0-3-8 Max Horiz 1=160 (LC 9) Max Uplift 1=-41 (LC 12) Max Grav 1=352 (LC 25), 8=891 (LC 1), 12=1079 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-306/109, 3-5=-686/100, 5-7=-691/92, 7-8=-1216/12 BOT CHORD 1-12=-125/221, 10-12=-125/221, 9-10=0/928, 8-9=0/928 WEBS 3-12=-919/0, 3-10=0/435, 5-10=-29/307, 7-9=0/331, 7-10=-593/102 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 3-0-0, Interior (1) 3-0-0 to 13-11-12, Exterior(2R) 13-11-12 to 16-11-12, Interior (1) 16-11-12 to 28-8-3 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 41 lb uplift at joint 1. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Epcon Provenance I53481123A21Common21ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:56:56 Page: 1 ID:L7FcJs2blV9eqVGP8OWPdGzMzla-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =4x5 =3x8 1 20 19 18 17 16 15 14 13 12 11 102 93 84 75 6 8-4-0 8-4-0 8-4-0 16-8-0 0-10-8 0-10-8 15-9-8 16-8-00-6-06-0-11Scale = 1:42.8 Plate Offsets (X, Y):[1:0-3-8,Edge], [11:0-3-8,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 0.18 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 0.13 Horiz(TL)0.00 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 150 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 2x4 SPF Stud *Except* 16-6:2x4 SPF No.2 WEDGE Left: 2x4 SPF StudRight: 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. REACTIONS (size)12=14-11-0, 13=14-11-0, 14=14-11-0, 15=14-11-0, 16=14-11-0, 17=14-11-0, 18=14-11-0, 19=14-11-0, 20=14-11-0 Max Horiz 20=-91 (LC 8) Max Uplift 12=-29 (LC 12), 13=-64 (LC 8), 14=-10 (LC 13), 15=-9 (LC 13), 17=-9 (LC 12), 18=-10 (LC 12), 19=-67 (LC 9), 20=-30 (LC 13) Max Grav 12=359 (LC 26), 13=93 (LC 25), 14=137 (LC 26), 15=120 (LC 20), 16=254 (LC 1), 17=120 (LC 19), 18=137 (LC 25), 19=93 (LC 26), 20=359 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-28/222, 2-3=0/163, 3-4=0/178,4-5=0/182, 5-6=-12/174, 6-7=-12/174,7-8=0/181, 8-9=0/178, 9-10=0/162,10-11=-28/221 BOT CHORD 1-20=-148/47, 19-20=-147/47, 18-19=-147/47, 17-18=-147/47, 16-17=-147/47, 15-16=-147/47, 14-15=-147/47, 13-14=-147/47, 12-13=-147/47, 11-12=-147/47 WEBS 6-16=-226/0, 5-17=-96/27, 4-18=-89/48, 3-19=-55/35, 2-20=-223/102, 7-15=-96/27, 8-14=-89/48, 9-13=-54/34, 10-12=-223/102 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 8-4-0, Corner(3R) 8-4-0 to 11-4-0, Exterior(2N) 11-4-0 to16-8-0 zone; cantilever left and right exposed ; endvertical left and right exposed;C-C for members andforces & MWFRS for reactions shown; LumberDOL=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 9 lb uplift at joint 17, 10 lb uplift at joint 18, 67 lb uplift at joint 19, 30 lb uplift at joint 20, 9 lb uplift at joint 15, 10 lb uplift at joint 14, 64 lb uplift at joint 13 and 29 lb uplift at joint 12. 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 Provenance I53481124AB1Common Supported Gable 1 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:56:57 Page: 1 ID:NIT1sMhujHIL9OgY6yyI8xzMzjS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =4x5 =5x10 1 13 12 11 10 9 8 7 62 53 4 4-7-4 4-7-4 4-7-4 9-2-8 0-10-8 0-10-8 8-4-0 9-2-80-6-03-6-13Scale = 1:29.8 Plate Offsets (X, Y):[1:Edge,0-0-2], [1:0-0-9,0-4-9], [7:Edge,0-0-2], [7:0-0-13,0-10-3] 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 0.09 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 0.05 Horiz(TL)0.00 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 61 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud WEDGE Left: 2x4 SPF StudRight: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 9-2-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)8=7-5-8, 9=7-5-8, 10=7-5-8, 11=7-5-8, 12=7-5-8, 13=7-5-8 Max Horiz 13=-52 (LC 8) Max Uplift 8=-61 (LC 9), 9=-64 (LC 13), 10=-13 (LC 13), 12=-30 (LC 12), 13=-8 (LC 12) Max Grav 8=115 (LC 26), 9=161 (LC 20), 10=108 (LC 20), 11=193 (LC 1), 12=95 (LC 19), 13=213 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-47/134, 2-3=0/101, 3-4=-8/102, 4-5=-9/104, 5-6=0/104, 6-7=-57/133 BOT CHORD 1-13=-81/63, 12-13=-84/66, 11-12=-84/66, 10-11=-84/66, 9-10=-84/66, 8-9=-84/66, 7-8=-84/66 WEBS 4-11=-162/0, 3-12=-77/63, 2-13=-143/97,5-10=-83/43, 6-9=-135/124 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 3-3-4, Exterior(2N) 3-3-4 to 4-7-4, Corner(3R) 4-7-4 to 7-7-4, Exterior(2N) 7-7-4 to 9-2-8 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 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 30 lb uplift at joint 12, 8 lb uplift at joint 13, 13 lb uplift at joint 10, 64 lb uplift at joint 9 and 61 lb uplift at joint 8. 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 Provenance I53481125AB2Common Supported Gable 1 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:56:57 Page: 1 ID:QeprtsS_BRv2NTjuVT6rtxzMzjl-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x10 =5x6 =3x5 =4x5 =3x5 1 2221 20 19 18 17 16 15 14 13 12 2 2431123 4 10 5 9 6 8 7 7-11-8 7-11-8 8-10-0 16-9-8 16-9-81-1-00-6-06-4-11Scale = 1:43.9 Plate Offsets (X, Y):[1:0-2-12,0-0-1] 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 0.21 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 0.16 Horiz(TL)0.00 13 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 OTHERS 2x4 SPF Stud *Except* 17-7:2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E -- 1-10-6 BRACING TOP CHORD Structural wood sheathing directly applied or10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)1=15-11-0, 13=15-11-0, 14=15-11-0, 15=15-11-0, 16=15-11-0, 17=15-11-0, 18=15-11-0, 19=15-11-0, 20=15-11-0, 22=15-11-0 Max Horiz 1=-96 (LC 8) Max Uplift 1=-103 (LC 26), 13=-36 (LC 13), 14=-23 (LC 19), 15=-19 (LC 13), 16=-5 (LC 13), 18=-7 (LC 12), 19=-21 (LC 12), 20=-5 (LC 12), 22=-53 (LC 12) Max Grav 1=41 (LC 9), 13=343 (LC 1), 14=0 (LC 9), 15=127 (LC 1), 16=122 (LC 26), 17=273 (LC 1), 18=124 (LC 1), 19=112 (LC 25), 20=63 (LC 25), 22=287 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-49/278, 3-4=-6/188, 4-5=0/208,5-6=0/214, 6-7=-6/204, 7-8=-6/201,8-9=0/201, 9-10=0/202, 10-11=0/163,11-12=-30/250 BOT CHORD 1-22=-147/54, 20-22=-147/54, 19-20=-147/54, 18-19=-147/54, 17-18=-147/54, 16-17=-147/54, 15-16=-147/54, 14-15=-147/54, 13-14=-147/54, 12-13=-147/54 WEBS 7-17=-245/0, 6-18=-98/26, 5-19=-82/46, 4-20=-51/26, 3-22=-223/99, 8-16=-99/26, 9-15=-86/49, 10-14=-12/13, 11-13=-232/116 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 7-11-8, Corner(3R) 7-11-8 to 10-11-8, Exterior(2N)10-11-8 to 16-9-8 zone; cantilever left and rightexposed ; end vertical left and right exposed;C-C formembers 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 103 lb uplift at joint 1, 7 lb uplift at joint 18, 21 lb uplift at joint 19, 5 lb uplift at joint 20, 53 lb uplift at joint 22, 5 lb uplift at joint 16, 19 lb uplift at joint 15, 23 lb uplift at joint 14 and 36 lbuplift at joint 13. 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 Provenance I53481126AB3Common Supported Gable 1 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:56:58 Page: 1 ID:RAkUZ7DMYl??kt8Z4IozmAzMyd2-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =6x8 =3x10 1 34 33 32 31 30 29 28 27 2625 24 23 22 21 20 19 18 17374038 16241 153 144 35 39 36 135 126 117 8 10 9 10-10-8 22-7-8 11-9-0 11-9-0 10-10-8 22-7-8 11-9-0 11-9-00-6-01-1-08-4-0Scale = 1:57.1 Plate Offsets (X, Y):[1:Edge,0-0-10], [1:0-1-13,Edge], [16:0-2-10,0-2-4], [17:0-2-12,0-2-1] 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)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 0.14 Horiz(TL)0.00 17 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 277 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except*27-8,24-10,28-7,29-6,23-11,22-12:2x4 SPFNo.2 WEDGE Left: 2x4 SPF Stud SLIDER Right 2x8 SP 2400F 2.0E -- 1-11-1 BRACING TOP CHORD Structural wood sheathing directly applied or10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 35,36, 40 REACTIONS (size)17=21-9-0, 18=21-9-0, 19=21-9-0, 20=21-9-0, 21=21-9-0, 22=21-9-0, 23=21-9-0, 24=21-9-0, 25=21-9-0, 27=21-9-0, 28=21-9-0, 29=21-9-0, 30=21-9-0, 31=21-9-0, 32=21-9-0, 33=21-9-0 Max Horiz 33=127 (LC 9) Max Uplift 17=-117 (LC 11), 18=-57 (LC 13), 19=-18 (LC 13), 20=-15 (LC 13), 21=-15 (LC 13), 22=-14 (LC 13), 23=-32 (LC 13), 28=-37 (LC 12),29=-14 (LC 12), 30=-18 (LC 12),31=-3 (LC 12), 32=-70 (LC 12) Max Grav 17=96 (LC 8), 18=188 (LC 20), 19=108 (LC 20), 20=107 (LC 26), 21=106 (LC 1), 22=106 (LC 1), 23=113 (LC 26), 24=218 (LC 21), 25=43 (LC 3), 27=197 (LC 1), 28=102 (LC 19), 29=108 (LC 1), 30=103 (LC 19), 31=129 (LC 1), 32=46 (LC 10), 33=279 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-37/149, 2-3=-4/92, 3-4=0/118, 4-5=-5/113, 5-6=-22/127, 6-7=-39/141, 7-8=-61/169, 8-9=-67/153, 9-10=-67/149, 10-11=-63/183, 11-12=-39/162, 12-13=-34/158, 13-14=-44/154, 14-15=-59/160, 15-16=-74/170,16-17=-124/237 BOT CHORD 1-33=-90/49, 32-33=-140/93, 31-32=-140/93, 30-31=-140/93, 29-30=-140/93, 28-29=-140/93, 27-28=-140/93, 25-27=-139/93, 24-25=-139/93, 23-24=-140/93, 22-23=-140/93, 21-22=-140/93, 20-21=-140/93,19-20=-140/93, 18-19=-140/93,17-18=-140/93 WEBS 27-37=-169/0, 35-37=-172/0, 8-35=-139/0, 24-38=-190/0, 36-38=-193/0, 10-36=-148/0, 7-28=-74/53, 6-29=-81/30, 5-30=-78/32, 4-31=-89/30, 3-32=-44/48, 2-33=-178/46, 11-23=-82/55, 12-22=-81/30, 13-21=-79/32, 14-20=-80/31, 15-19=-84/36, 16-18=-154/74, 35-39=-1/3, 36-39=-1/3, 37-40=-3/0, 38-40=-3/0, 9-39=-93/21, 25-40=-7/0 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(3E) 0-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 11-9-0, Corner(3R) 11-9-0 to 14-9-0, Exterior(2N) 14-9-0 to 22-7-8 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) 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 117 lb uplift at joint 17, 37 lb uplift at joint 28, 14 lb uplift at joint 29, 18 lb uplift at joint 30, 3 lb uplift at joint 31, 70 lb uplift at joint 32, 32 lb uplift at joint 23, 14 lb uplift at joint 22, 15 lb uplift at joint 21, 15 lb uplift at joint 20, 18 lb uplift at joint 19 and 57 lb uplift at joint 18. 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 Provenance I53481127AB4Common Supported Gable 1 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:56:58 Page: 1 ID:deXnjxOaxF5NFdU0iSWUfPzMybY-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =4x5 =3x5 =4x5 =8x10 =3x5 =4x5 =3x5 =3x5 =2x4 =5x10 =3x5 NAILED NAILEDHGUS26-2 1 14 13 15 16 17 12 11 10 9 82 7346 5 2-5-2 24-5-6 2-5-2 7-8-4 5-3-2 5-3-2 5-3-2 29-8-7 7-2-0 14-10-4 7-2-0 22-0-4 0-10-8 29-8-7 0-10-8 0-10-8 3-2-6 28-9-15 3-2-6 4-0-14 3-7-6 25-7-9 3-7-5 7-8-4 7-2-0 22-0-4 7-2-0 14-10-40-6-010-4-13Scale = 1:68.2 Plate Offsets (X, Y):[1:0-5-4,0-0-6], [1:0-0-1,0-10-5], [7:0-0-0,0-0-0], [8:0-0-0,0-0-0], [9:0-5-4,0-0-6], [9:0-0-1,0-10-5], [12:0-5-0,0-4-8] 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 0.30 Vert(LL)-0.03 12-13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.35 Vert(CT)-0.07 12-13 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT)0.01 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 316 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-12,12-5,12-7:2x4 SPF No.2 WEDGE Left: 2x8 SP 2400F 2.0E Right: 2x8 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 ocbracing. REACTIONS (size)1=0-3-8, 9=0-3-8, 13=0-3-8 Max Horiz 1=-159 (LC 4) Max Uplift 1=-20 (LC 28) Max Grav 1=176 (LC 21), 9=1014 (LC 1), 13=2026 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-76/209, 2-3=0/223, 3-5=-945/15, 5-7=-945/0, 7-8=-1281/0, 8-9=-1549/0 BOT CHORD 1-14=-163/118, 13-14=-159/103, 11-13=-180/1061, 10-11=0/1156, 9-10=0/1195 WEBS 2-14=-59/63, 2-13=-124/85, 3-13=-1468/0, 3-12=0/990, 5-12=0/542, 7-11=-9/272, 7-12=-480/140, 8-11=-169/38, 8-10=0/159 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)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)All plates are 3x5 MT20 unless otherwise indicated. 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 20 lb uplift at joint 1. 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)Use Simpson Strong-Tie HGUS26-2 (20-10d Girder, 6-10d Truss) or equivalent at 13-9-7 from the left end to connect truss(es) to back face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 11)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 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, 5-9=-60, 1-9=-20 Concentrated Loads (lb) Vert: 15=-123 (B), 16=-123 (B), 17=-577 (B) Job Truss Truss Type Qty Ply Epcon Provenance I53481128AG1Common Girder 1 2Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:56:59 Page: 1 ID:EVkiecrcFTAJzV7iuG7VD_zMzfN-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =5x10 =4x5 =2x4 =3x5 =8x10 =4x5 =3x6 =3x8 =4x5 =5x10 Special Special Special Special Special 1 11 10 12 9 13 8 14 7 2 6 53 4 3-8-4 3-8-4 3-8-4 15-11-0 4-3-4 7-11-8 4-3-4 12-2-12 3-8-4 15-11-0 3-8-4 3-8-4 4-3-4 7-11-8 4-3-4 12-2-121-1-06-4-11Scale = 1:46.4 Plate Offsets (X, Y):[1:0-4-12,0-0-1], [9:0-5-0,0-4-4] 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 0.92 Vert(LL)-0.06 8-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.35 Vert(CT)-0.11 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(CT)0.02 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 189 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 4-7:2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF Stud *Except* 9-4:2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E -- 2-3-6, Right 2x6 SPF No.2 -- 2-3-6 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (size)1=0-3-8, 7=0-3-8 Max Horiz 1=-95 (LC 25) Max Uplift 7=-16 (LC 9) Max Grav 1=3794 (LC 1), 7=3985 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-4814/0, 3-4=-3666/42, 4-5=-3660/41, 5-7=-5143/36 BOT CHORD 1-10=0/3730, 9-10=0/3730, 8-9=0/3967, 7-8=0/3967 WEBS 3-10=0/1335, 3-9=-883/0, 4-9=0/3619, 5-9=-1177/104, 5-8=-12/1747 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 0-7-0 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 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. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1141 lb down at 2-1-14, 1221 lb down and 35 lb up at 4-11-13, 1301 lb down and 38 lb up at 7-9-12, and 1381 lb down and 38 lb up at 10-7-12, and 1461 lb down and 39 lb up at 13-5-11 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: 1-4=-60, 4-7=-60, 1-7=-20 Concentrated Loads (lb) Vert: 9=-1301 (B), 11=-1141 (B), 12=-1221 (B), 13=-1381 (B), 14=-1461 (B) Job Truss Truss Type Qty Ply Epcon Provenance I53481129AG2Common Girder 1 2Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:00 Page: 1 ID:JlYylPra6tkGH7OTO__uWuzMxm0-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x10 =2x4 =3x5 =2x4 NAILED NAILED 5 1 4 2 3 3-1-13 3-1-13 3-2-7 6-4-5 1-2-2 1-2-2 5-2-3 6-4-53-5-150-6-03-5-15Scale = 1:38.3 Plate Offsets (X, Y):[1:Edge,0-0-5], [1:0-0-14,1-2-8] 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 0.13 Vert(LL)-0.09 1-4 >807 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.73 Vert(CT)-0.20 1-4 >362 180 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 29 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 or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-4-15, 4= Mechanical Max Horiz 1=80 (LC 5) Max Uplift 1=-15 (LC 8), 4=-43 (LC 8) Max Grav 1=292 (LC 1), 4=308 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-261/40, 2-3=-68/26, 3-4=-77/16 BOT CHORD 1-4=-51/208 WEBS 2-4=-232/78 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 bottomchord 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 43 lb uplift at joint 4 and 15 lb uplift at joint 1. 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: 5=-120 (F=-60, B=-60) Job Truss Truss Type Qty Ply Epcon Provenance I53481130AG3Diagonal Hip Girder 2 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:00 Page: 1 ID:1Uk?ZGarldQc5VYBTIaBUlzMxl3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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. 712 =2x4 =3x10 =2x4 =2x4 1 3 4 2 3-10-8 0-10-8 0-10-8 3-0-0 3-10-82-9-20-6-02-9-2Scale = 1:26.6 Plate Offsets (X, Y):[1:Edge,0-0-4], [1:0-1-15,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 0.20 Vert(LL)-0.01 1-3 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.13 Vert(CT)-0.02 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: 15 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x8 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or3-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 3= Mechanical Max Horiz 1=57 (LC 9) Max Uplift 3=-11 (LC 12) Max Grav 1=143 (LC 1), 3=146 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-77/66, 2-3=-110/72 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) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 3-8-12 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 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 11 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 Provenance I53481131J1Jack-Closed 2 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:00 Page: 1 ID:id6MVBW2ZT460Ulvw4iYiUzMzkz-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 2-5-15 0-10-8 0-10-8 1-7-7 2-5-152-1-150-6-02-1-15Scale = 1:24.3 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: 13 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 or2-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 3= Mechanical Max Horiz 1=42 (LC 9) Max Uplift 3=-10 (LC 12) Max Grav 1=88 (LC 1), 3=92 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-68/52, 2-3=-70/67 BOT CHORD 1-3=-20/22 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 10 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 Provenance I53481132J2Jack-Closed 4 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:01 Page: 1 ID:1Uk?ZGarldQc5VYBTIaBUlzMxl3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 4 2 4-7-0 0-10-8 0-10-8 3-8-8 4-7-03-6-110-6-03-6-11Scale = 1:29.6 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 0.30 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 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 20 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 or4-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 3= Mechanical Max Horiz 1=76 (LC 9) Max Uplift 3=-16 (LC 12) Max Grav 1=172 (LC 1), 3=177 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-113/88, 2-3=-134/110 BOT CHORD 1-3=-37/40 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 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 Provenance I53481133J3Jack-Closed 2 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:01 Page: 1 ID:kPLnfhi6OihBI1J62OlYuszMxkv-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 4 5 6 2 6-7-0 0-1-8 6-7-0 0-10-8 0-10-8 5-7-0 6-5-84-10-110-6-04-10-11Scale = 1:34.8 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 0.69 Vert(LL)-0.09 1-3 >803 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.43 Vert(CT)-0.19 1-3 >402 180 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 WEDGE Left: 2x10 SP 2400F 2.0E 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 (size)1=0-3-8, 3=0-1-8 Max Horiz 1=108 (LC 9) Max Uplift 3=-22 (LC 12) Max Grav 1=252 (LC 1), 3=259 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-150/122, 2-3=-196/142 BOT CHORD 1-3=-51/56 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 6-5-4 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 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 3. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Epcon Provenance I53481134J4Jack-Closed 13 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:01 Page: 1 ID:10oshu?Ak4inAj9jSRBAswzMxkX-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =2x4 =3x5 =2x4 1 6 5 4 7 2 8 3 3-0-4 3-0-4 3-6-12 6-7-0 0-1-8 6-7-0 0-10-8 0-10-8 2-3-8 3-2-0 3-3-8 6-5-84-10-110-6-01-0-04-10-11Scale = 1:38.8 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 0.11 Vert(LL)-0.01 6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.53 Vert(CT)-0.03 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT)0.02 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 31 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-2:2x4 SPF Stud WEBS 2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E 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 (size)1=0-3-8, 4=0-1-8 Max Horiz 1=98 (LC 9) Max Uplift 4=-23 (LC 12) Max Grav 1=252 (LC 1), 4=259 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-314/27, 2-3=-94/57, 3-4=-88/67 BOT CHORD 1-6=-97/216, 5-6=0/73, 2-5=0/136, 4-5=-164/375 WEBS 2-4=-379/141 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 3-0-4, Interior (1) 3-0-4 to 6-5-4 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 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 4. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Epcon Provenance I53481135J5Jack-Closed 5 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:01 Page: 1 ID:VUtgT2DTVbzEKUXAWCVObjzMxkF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =4x5 =2x4 1 3 4 5 6 2 5-2-8 0-1-8 5-2-8 0-1-12 1-2-2 1-0-6 1-0-6 3-10-14 5-1-03-11-110-6-03-11-11Scale = 1:36.2 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 0.47 Vert(LL)-0.01 3-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(CT)-0.02 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT)0.00 3 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 *Except* 4-2:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3=0-1-8, 4=0-3-8 Max Horiz 4=86 (LC 9) Max Uplift 3=-21 (LC 12) Max Grav 3=165 (LC 19), 4=252 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-152/261, 2-3=-136/117 BOT CHORD 1-4=-156/172, 3-4=-42/45 WEBS 2-4=-207/134 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) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 5-0-12 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 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection (by others) of truss tobearing plate at joint(s) 3. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 3. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Epcon Provenance I53481136J6Jack-Closed 2 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:02 Page: 1 ID:2NQ?Xy1UjBQktn93xnC5przMxjC-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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. 412 =2x4 =3x8 =2x4 =2x4 1 3 2 6-7-5 0-1-12 6-7-5 0-10-8 0-10-8 5-7-1 6-5-92-8-70-6-02-4-150-3-8Scale = 1:26.5 Plate Offsets (X, Y):[1:Edge,0-0-6], [1:0-1-5,1-1-1], [3:Edge,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 0.68 Vert(LL)-0.10 1-3 >794 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.43 Vert(CT)-0.19 1-3 >397 180 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: 20 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or6-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 3=0-1-6 Max Horiz 1=64 (LC 9) Max Uplift 3=-8 (LC 12) Max Grav 1=253 (LC 1), 3=253 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-85/60, 2-3=-189/125 BOT CHORD 1-3=-27/29 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 6-5-9 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 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 3. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Epcon Provenance I53481137J7Monopitch11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:02 Page: 1 ID:QvAaKs?_zYUfoy5aGlqdzqz21dK-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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. 412 =2x4 =3x8 =2x4 =2x4 1 3 2 4-7-5 0-1-12 4-7-5 0-10-8 0-10-8 3-7-1 4-5-92-0-70-6-01-8-150-3-8Scale = 1:23.9 Plate Offsets (X, Y):[1:Edge,0-0-6], [1:0-1-5,1-1-1] 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 1-3 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.20 Vert(CT)-0.04 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 2x6 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or4-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 3=0-1-6 Max Horiz 1=45 (LC 9) Max Uplift 3=-6 (LC 12) Max Grav 1=169 (LC 1), 3=169 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-61/44, 2-3=-127/86 BOT CHORD 1-3=-19/21 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) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 4-4-9 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 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 3. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Epcon Provenance I53481138J8Monopitch11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:02 Page: 1 ID:b0Lled8tNxt5deRiPZWCw9z21d9-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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. 412 =2x4 =3x8 =2x4 =2x4 1 3 2 2-7-5 0-1-12 2-7-5 0-10-8 0-10-8 1-7-1 2-5-91-4-70-6-01-0-150-3-8Scale = 1:23.9 Plate Offsets (X, Y):[1:Edge,0-0-6], [1:0-1-5,1-1-1] 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 0.09 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: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or2-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 3=0-1-6 Max Horiz 1=27 (LC 9) Max Uplift 3=-4 (LC 12) Max Grav 1=89 (LC 1), 3=89 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-37/27, 2-3=-67/48 BOT CHORD 1-3=-12/13 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)Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 3. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Epcon Provenance I53481139J9Monopitch11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:03 Page: 1 ID:FK3H9jHPYdOO3VM?64k0Pgz21cz-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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. 712 =2x4 =3x5 =4x5 =2x4 LUS26 LUS26 4 5 3 1 2 3-0-0 3-0-02-9-21-0-22-9-2Scale = 1:27.1 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 0.06 Vert(LL)0.00 3-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.13 Vert(CT)0.00 3-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 30 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4=0-3-8 Max Horiz 4=54 (LC 5) Max Grav 3=597 (LC 1), 4=845 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-81/8, 1-2=-49/39, 2-3=-83/21 BOT CHORD 3-4=-52/36 WEBS 1-3=-28/40 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)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)Use Simpson Strong-Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Girder) or equivalent spaced at 2-2-0 oc max. starting at 0-1-12 from the left end to 2-3-12 to connect truss(es) to back face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 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, 3-4=-20 Concentrated Loads (lb) Vert: 4=-614 (B), 5=-610 (B) Job Truss Truss Type Qty Ply Epcon Provenance I53481140JG1Jack-Closed Girder 1 2Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:03 Page: 1 ID:0W4s6D0mv4EIRnOnqBx9t8zMzkK-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =4x5 =2x4 LUS26 LUS26 4 5 6 3 1 2 4-2-2 4-2-23-11-111-2-43-11-11Scale = 1:31.7 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 0.14 Vert(LL)-0.01 3-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.20 Vert(CT)-0.02 3-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 44 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4=0-3-8 Max Horiz 4=81 (LC 5) Max Uplift 3=-59 (LC 5), 4=-47 (LC 8) Max Grav 3=416 (LC 1), 4=565 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-117/9, 1-2=-78/63, 2-3=-121/32 BOT CHORD 3-4=-80/53 WEBS 1-3=-41/60 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) interior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 47 lb uplift at joint 4 and 59 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. 8)Use Simpson Strong-Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 0-9-13 from the left end to 2-9-13 to connect truss(es) to back face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 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, 3-4=-20 Concentrated Loads (lb) Vert: 5=-337 (B), 6=-332 (B) Job Truss Truss Type Qty Ply Epcon Provenance I53481141JG2Jack-Closed Girder 1 2Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:03 Page: 1 ID:ecK8cNcbQxTwdAqHls3MlzzMxiS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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. 14.4212 =3x5 =3x5 =3x5 =3x5 =3x5 1 27 26 25 24 23 22 21 20 19 18 17 16 15 142 133 124 115678910 0-2-13 25-7-1 9-11-12 17-9-6 7-6-13 25-4-4 7-9-11 7-9-11 25-7-19-4-130-0-49-1-3Scale = 1:60.4 Plate Offsets (X, Y):[5:0-1-0,Edge], [11:0-1-0,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 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horiz(TL)0.01 15 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 153 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 27-2,16-14:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except2-0-0 oc purlins (6-0-0 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-22, 7-23, 6-24, 9-20, 10-19 REACTIONS (size)1=25-7-1, 15=25-7-1, 16=25-7-1, 17=25-7-1, 18=25-7-1, 19=25-7-1,20=25-7-1, 22=25-7-1, 23=25-7-1,24=25-7-1, 25=25-7-1, 26=25-7-1,27=25-7-1 Max Horiz 1=-152 (LC 8) Max Uplift 1=-45 (LC 10), 15=-21 (LC 11), 16=-94 (LC 13), 17=-78 (LC 13), 18=-27 (LC 13), 20=-12 (LC 13), 22=-1 (LC 9), 23=-9 (LC 12),25=-35 (LC 12), 26=-76 (LC 12),27=-95 (LC 12) Max Grav 1=176 (LC 21), 15=164 (LC 22), 16=232 (LC 20), 17=165 (LC 20), 18=156 (LC 20), 19=146 (LC 26), 20=165 (LC 25), 22=159 (LC 1), 23=165 (LC 26), 24=146 (LC 25), 25=166 (LC 19), 26=162 (LC 19), 27=232 (LC 19) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=-230/144, 2-3=-132/89, 3-4=-102/65, 4-5=-88/70, 5-6=-67/64, 6-7=-67/64, 7-8=-67/64, 8-9=-67/64, 9-10=-67/64, 10-11=-67/64, 11-12=-88/67, 12-13=-82/38, 13-14=-118/59, 14-15=-211/144 BOT CHORD 1-27=-103/162, 26-27=-103/162, 25-26=-103/162, 24-25=-103/162, 23-24=-103/162, 22-23=-103/162, 20-22=-103/162, 19-20=-103/162, 18-19=-103/162, 17-18=-103/162, 16-17=-103/162, 15-16=-103/162 WEBS 8-22=-119/25, 7-23=-125/33, 6-24=-106/23, 4-25=-124/59, 3-26=-133/100, 2-27=-171/118, 9-20=-125/36, 10-19=-106/13, 12-18=-115/51, 13-17=-133/102, 14-16=-171/118 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) 0-3-12 to 3-3-12, Interior (1) 3-3-12 to 7-9-14, Exterior(2R) 7-9-14 to 12-0-13, Interior(1) 12-0-13 to 17-9-10, Exterior(2R) 17-9-10 to 22-0-8,Interior (1) 22-0-8 to 25-3-12 zone; cantilever left andright exposed ; end vertical left and right exposed;C-Cfor 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)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 1, 21 lb uplift at joint 15, 1 lb uplift at joint 22, 9 lb uplift at joint 23, 35 lb uplift at joint 25, 76 lb uplift at joint 26, 95 lb uplift at joint 27, 12 lb uplift at joint 20, 27 lb uplift at joint 18, 78 lb uplift at joint 17 and 94 lb uplift at joint 16. 10)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. 11)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 Provenance I53481142L1Lay-In Gable 1 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:04 Page: 1 ID:yKnmXOEKAaCKQUK?hS8JZ7z21bl-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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. 14.4212 =3x5 =4x5 =3x5 1 16 15 14 13 12 11 10 9 2 8 3 7 4 6 5 0-2-13 15-7-2 7-6-12 15-4-5 7-9-9 7-9-9 15-7-29-4-110-0-49-1-1Scale = 1:58 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 0.05 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horiz(TL)0.00 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 82 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 13-5,14-4,12-6:2x4 SPF No.2 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. WEBS 1 Row at midpt 5-13 REACTIONS (size)1=15-7-2, 9=15-7-2, 10=15-7-2, 11=15-7-2, 12=15-7-2, 13=15-7-2, 14=15-7-2, 15=15-7-2, 16=15-7-2 Max Horiz 1=-151 (LC 8) Max Uplift 1=-68 (LC 10), 9=-46 (LC 11), 10=-71 (LC 13), 11=-75 (LC 13), 12=-73 (LC 13), 14=-75 (LC 12), 15=-75 (LC 12), 16=-71 (LC 12) Max Grav 1=166 (LC 12), 9=152 (LC 13), 10=172 (LC 20), 11=177 (LC 20), 12=183 (LC 20), 13=148 (LC 22), 14=185 (LC 19), 15=176 (LC 19), 16=172 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-220/139, 2-3=-137/104, 3-4=-111/70, 4-5=-116/106, 5-6=-116/101, 6-7=-89/40, 7-8=-123/75, 8-9=-201/139 BOT CHORD 1-16=-94/143, 15-16=-94/143, 14-15=-94/143, 13-14=-94/143, 12-13=-94/143, 11-12=-94/143,10-11=-94/143, 9-10=-94/143 WEBS 5-13=-120/76, 4-14=-145/98, 3-15=-142/100, 2-16=-131/90, 6-12=-143/97, 7-11=-142/100, 8-10=-131/90 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) 0-3-12 to 3-3-12, Interior (1) 3-3-12 to 7-9-12, Exterior(2R) 7-9-12 to 10-9-12, Interior (1) 10-9-12 to 15-3-13 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 requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint 1, 46 lb uplift at joint 9, 75 lb uplift at joint 14, 75 lb uplift at joint 15, 71 lb uplift at joint 16, 73 lb uplift at joint 12, 75 lb uplift at joint 11 and 71 lb uplift at joint 10. 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 Provenance I53481143L2Lay-In Gable 1 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:04 Page: 1 ID:UPlpusQNPVE2LxY4dqQ3DVz21bV-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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. 14.4212 =3x5 =5x10 =5x6 =5x10 =3x5 1 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 162 153 144 5 136789101112 0-2-13 31-8-7 7-9-0 31-5-10 7-11-13 7-11-13 15-8-13 23-8-10 31-8-79-7-70-0-49-3-12Scale = 1:61.3 Plate Offsets (X, Y):[5:0-3-8,Edge], [13:0-3-8,Edge], [25:0-3-0,0-3-0] 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 0.05 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horiz(TL)0.01 17 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 202 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 31-3,32-2,19-15,18-16:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except2-0-0 oc purlins (6-0-0 max.): 5-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-25, 8-26, 7-27, 6-28, 5-29, 10-24, 11-23, 12-22, 13-21 REACTIONS (size)1=31-8-7, 17=31-8-7, 18=31-8-7, 19=31-8-7, 20=31-8-7, 21=31-8-7, 22=31-8-7, 23=31-8-7, 24=31-8-7, 25=31-8-7, 26=31-8-7, 27=31-8-7, 28=31-8-7, 29=31-8-7, 30=31-8-7, 31=31-8-7, 32=31-8-7 Max Horiz 1=-155 (LC 8) Max Uplift 1=-83 (LC 10), 17=-39 (LC 11), 18=-73 (LC 13), 19=-73 (LC 13), 20=-83 (LC 13), 22=-3 (LC 9), 23=-3 (LC 8), 24=-2 (LC 9), 25=-2 (LC 8), 26=-2 (LC 9), 27=-3 (LC 8), 28=-1 (LC 9), 29=-1 (LC 9), 30=-83 (LC 12), 31=-72 (LC 12), 32=-73 (LC 12) Max Grav 1=162 (LC 12), 17=134 (LC 13), 18=175 (LC 20), 19=174 (LC 20), 20=191 (LC 20), 21=136 (LC 21), 22=162 (LC 25), 23=161 (LC 25),24=160 (LC 26), 25=160 (LC 25),26=160 (LC 25), 27=161 (LC 26),28=162 (LC 26), 29=156 (LC 22),30=192 (LC 19), 31=173 (LC 19),32=175 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-214/159, 2-3=-140/124, 3-4=-120/97, 4-5=-131/142, 5-6=-95/101, 6-7=-95/101, 7-8=-95/101, 8-9=-95/101, 9-10=-95/101, 10-11=-95/101, 11-12=-95/101, 12-13=-95/101, 13-14=-131/122, 14-15=-77/48, 15-16=-109/66,16-17=-177/109 BOT CHORD 1-32=-74/128, 31-32=-74/128, 30-31=-74/128, 29-30=-74/128, 28-29=-74/130, 27-28=-74/130, 26-27=-74/130, 24-26=-74/130, 23-24=-74/130, 22-23=-74/130, 21-22=-74/130, 20-21=-74/129,19-20=-74/129, 18-19=-74/129,17-18=-74/129 WEBS 9-25=-120/26, 8-26=-120/26, 7-27=-121/27, 6-28=-122/25, 5-29=-116/29, 4-30=-152/107, 3-31=-134/97, 2-32=-132/92, 10-24=-120/26, 11-23=-121/27, 12-22=-122/27, 13-21=-96/18, 14-20=-151/106, 15-19=-134/97, 16-18=-132/92 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) 0-3-12 to 3-5-12, Exterior(2N) 3-5-12 to 8-0-1, Corner(3R) 8-0-1 to 11-2-1, Exterior(2N)11-2-1 to 23-8-13, Corner(3R) 23-8-13 to 26-10-14,Exterior(2N) 26-10-14 to 31-5-2 zone; cantilever left andright exposed ; end vertical left and right exposed;C-Cfor 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)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 1, 39 lb uplift at joint 17, 2 lb uplift at joint 25, 2 lb uplift at joint 26, 3 lb uplift at joint 27, 1 lb uplift at joint 28, 1 lb uplift at joint 29, 83 lb uplift at joint 30, 72 lb uplift at joint 31, 73 lb uplift at joint 32, 2 lb uplift at joint 24, 3 lb uplift at joint 23, 3 lb uplift at joint 22, 83 lb uplift at joint 20, 73 lb uplift at joint 19 and 73 lb uplift at joint 18. 10)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. Job Truss Truss Type Qty Ply Epcon Provenance I53481144L3Lay-In Gable 1 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:05 Page: 1 ID:z8M2EqrKAFe52JjoAgYG8uz21ay-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 August 4,2022 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. 11)Graphical purlin representation does not depict the sizeor the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Epcon Provenance I53481144L3Lay-In Gable 1 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:05 Page: 2 ID:z8M2EqrKAFe52JjoAgYG8uz21ay-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. 14.4212 14.4212=3x5 =3x5 =3x5 =3x5 =3x5 =3x5 33 32 31 30 29 28 27 26 25 2434 2335 2236 1 21 2 20 3 4 5 6 7 8 9 1011 12 13 14 15 16 17 1819 0-2-7 -0-2-7 3-3-8 3-3-8 26-1-11 29-5-2 6-2-3 6-2-3 13-11-14 20-2-1 9-3-1 29-5-211-10-80-5-140-3-84-5-57-5-37-5-33-8-511-1-80-5-811-7-0Scale = 1:74.2 Plate Offsets (X, Y):[4:0-1-0,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 0.04 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horiz(TL)0.00 19 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 224 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 36-2,21-17,20-18:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except2-0-0 oc purlins (6-0-0 max.): 4-19. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-36,19-20. WEBS 1 Row at midpt 10-28, 9-29, 8-30, 7-31, 6-32, 5-34, 12-27, 13-26, 14-24 REACTIONS (size)1=29-9-6, 19=29-9-6, 20=29-9-6, 21=29-9-6, 22=29-9-6, 23=29-9-6, 24=29-9-6, 25=29-9-6, 26=29-9-6, 27=29-9-6, 28=29-9-6, 29=29-9-6, 30=29-9-6, 31=29-9-6, 32=29-9-6, 33=29-9-6, 34=29-9-6, 35=29-9-6, 36=29-9-6 Max Horiz 1=106 (LC 12) Max Uplift 1=-54 (LC 10), 19=-20 (LC 12), 20=-2 (LC 8), 21=-1 (LC 8), 22=-2 (LC 9), 23=-1 (LC 9), 24=-6 (LC 9), 25=-4 (LC 1), 26=-4 (LC 8), 27=-1(LC 9), 28=-2 (LC 8), 29=-2 (LC 9),30=-2 (LC 8), 31=-1 (LC 8), 32=-6(LC 9), 33=-3 (LC 1), 34=-6 (LC 8),35=-36 (LC 12), 36=-122 (LC 12) Max Grav 1=147 (LC 12), 19=4 (LC 10), 20=131 (LC 26), 21=164 (LC 26), 22=159 (LC 1), 23=162 (LC 1), 24=154 (LC 1), 25=17 (LC 12), 26=156 (LC 26), 27=161 (LC 1), 28=160 (LC 26), 29=160 (LC 1), 30=160 (LC 26), 31=162 (LC 1), 32=153 (LC 1), 33=17 (LC 12), 34=156 (LC 26), 35=153 (LC 1), 36=164 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-180/132, 2-3=-77/44, 3-4=-57/13, 4-5=-13/9, 5-6=-13/9, 6-7=-13/9, 7-8=-13/9, 8-9=-13/9, 9-10=-13/9, 10-12=-13/9, 12-13=-13/9, 13-14=-13/9, 14-15=-13/9, 15-16=-13/9, 16-17=-13/9, 17-18=-13/9, 18-19=-13/9 BOT CHORD 1-36=-17/17, 35-36=-27/35, 34-35=-24/38, 33-34=-18/33, 32-33=-9/13, 31-32=-9/13, 30-31=-9/13, 29-30=-9/13, 28-29=-9/13, 27-28=-9/13, 26-27=-9/13, 25-26=-9/13,24-25=-15/32, 23-24=-24/38, 22-23=-26/36,21-22=-25/37, 20-21=-27/35, 19-20=-28/21 WEBS 10-28=-120/26, 9-29=-120/26, 8-30=-120/26, 7-31=-120/26, 6-32=-120/26, 5-34=-120/27, 3-35=-111/61, 2-36=-144/136, 12-27=-120/26, 13-26=-120/26, 14-24=-120/26, 15-23=-120/26, 16-22=-120/26, 17-21=-123/26, 18-20=-100/23 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) 0-4-9 to 3-5-15, Corner(3R) 3-5-15 to 6-6-0, Exterior(2N) 6-6-0 to 29-7-9 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) 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)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply Epcon Provenance I53481145L4Lay-In Gable 1 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:05 Page: 1 ID:sjBrneWqD9ZH8mQNuj1AsUz21a5-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 August 4,2022 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. 9)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 54 lb uplift at joint 1, 3 lb uplift at joint 33, 4 lb uplift at joint 25, 20 lb uplift at joint 19, 2 lb uplift at joint 28, 2 lb uplift at joint 29, 2 lb uplift at joint 30, 1 lb uplift at joint 31, 6 lb uplift at joint 32, 6 lb uplift at joint 34, 36 lb uplift at joint 35, 122 lb uplift at joint 36, 1 lb uplift at joint 27, 4 lb uplift at joint 26, 6 lb uplift at joint 24, 1 lb uplift at joint 23, 2 lb uplift at joint 22, 1 lb uplift at joint 21 and 2 lb uplift at joint 20. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 19, 34, 35, 36, 24, 23, 22, 21, 20. 11)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. 12)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 Provenance I53481145L4Lay-In Gable 1 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:05 Page: 2 ID:sjBrneWqD9ZH8mQNuj1AsUz21a5-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. 14.4212 =2x4 =2x4 =2x4 =4x5 =2x4 =2x4 =2x4 =2x4 1 8 7 6 5 2 4 3 0-2-13 9-7-1 4-6-11 9-4-4 4-9-9 4-9-9 9-7-15-9-60-0-45-5-12Scale = 1:40.4 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 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horiz(TL)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 39 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 7-3:2x4 SPF No.2 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 (size)1=9-7-1, 5=9-7-1, 6=9-7-1, 7=9-7-1, 8=9-7-1 Max Horiz 1=-91 (LC 8) Max Uplift 1=-7 (LC 8), 6=-104 (LC 13), 8=-104 (LC 12) Max Grav 1=113 (LC 21), 5=107 (LC 22), 6=246 (LC 20), 7=101 (LC 22), 8=246 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-104/90, 2-3=-87/63, 3-4=-84/61, 4-5=-94/77 BOT CHORD 1-8=-59/85, 7-8=-59/85, 6-7=-59/85, 5-6=-59/85 WEBS 3-7=-71/40, 2-8=-205/136, 4-6=-205/136 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) 0-3-12 to 3-3-12, Interior (1) 3-3-12 to 4-9-12, Exterior(2R) 4-9-12 to 7-9-12, Interior (1) 7-9-12 to 9-3-12 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) 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)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 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 7 lb uplift at joint 1, 104 lb uplift at joint 8 and 104 lb uplift at joint 6. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Epcon Provenance I53481146L5Lay-In Gable 1 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:06 Page: 1 ID:PQJSY_xrQPRYIvS2pV9rfMz21YF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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. 412 =3x5 =3x8 =2x4 =3x5 =4x6 =2x4 1 5 4 6 2 7 3 5-7-6 5-7-6 5-7-5 11-2-11 0-1-8 11-2-11 0-10-8 0-10-8 4-8-14 5-7-6 5-5-13 11-1-34-2-140-6-03-9-60-5-8Scale = 1:39.1 Plate Offsets (X, Y):[1:0-2-5,0-0-2], [1:0-0-5,1-3-1] 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 0.37 Vert(LL)-0.02 5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.18 Vert(CT)-0.03 1-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT)0.01 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 49 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x6 SPF No.2 *Except* 2-5:2x4 SPF Stud, 4-2:2x4 SPF No.2 WEDGE Left: 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 (size)1=0-3-8, 4=0-1-8 Max Horiz 1=102 (LC 9) Max Uplift 4=-13 (LC 12) Max Grav 1=434 (LC 1), 4=434 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-783/58, 2-3=-84/51, 3-4=-123/57 BOT CHORD 1-5=-118/706, 4-5=-118/706 WEBS 2-5=0/256, 2-4=-753/97 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 10-11-15 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)Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 4. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Epcon Provenance I53481147M1Monopitch41ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:06 Page: 1 ID:1cxsC8fECRby4OQLY4LgFQz21hf-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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. 412 =3x5 =3x8 =2x4 =3x5 =4x6 =2x4 1 5 4 6 2 7 3 5-3-11 5-3-11 5-3-10 10-7-5 0-2-3 10-7-5 0-10-8 0-10-8 4-5-3 5-3-11 5-1-7 10-5-24-0-70-6-03-6-150-5-8Scale = 1:38.2 Plate Offsets (X, Y):[1:0-2-5,0-0-2], [1:0-0-5,1-3-1] 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)-0.01 5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.17 Vert(CT)-0.03 1-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT)0.01 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 46 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-4:2x6 SPF No.2 WEDGE Left: 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 (size)1=0-3-8, 4=0-2-2 Max Horiz 1=97 (LC 9) Max Uplift 4=-12 (LC 12) Max Grav 1=409 (LC 1), 4=409 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-730/67, 2-3=-79/48, 3-4=-116/56 BOT CHORD 1-5=-128/657, 4-5=-128/657 WEBS 2-5=0/239, 2-4=-701/109 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 10-4-9 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 2)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 3)Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 4. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Epcon Provenance I53481148M2Monopitch11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:07 Page: 1 ID:KmRoNzMcXGuk1IsVxFOGbez21gl-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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. 412 =3x5 =3x8 =2x4 =4x6 =2x4 1 4 2 3 4-3-11 4-3-11 4-3-10 8-7-5 0-2-3 8-7-5 0-10-8 0-10-8 7-6-10 8-5-23-4-70-6-02-10-150-5-8Scale = 1:32.8 Plate Offsets (X, Y):[1:0-2-5,0-0-2] 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 0.21 Vert(LL)-0.07 1-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.35 Vert(CT)-0.14 1-4 >696 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT)0.00 4 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 2x6 SPF No.2 WEBS 2x6 SPF No.2 *Except* 4-2:2x4 SPF Stud WEDGE Left: 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 (size)1=0-3-8, 4=0-2-2 Max Horiz 1=79 (LC 9) Max Uplift 4=-10 (LC 12) Max Grav 1=329 (LC 1), 4=329 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-476/194, 2-3=-66/42, 3-4=-102/61 BOT CHORD 1-4=-255/424 WEBS 2-4=-448/246 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 8-4-9 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 2)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 3)Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 4. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Epcon Provenance I53481149M3Monopitch11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:07 Page: 1 ID:w?LxSOxjE0xwogXjlLFXYmz21g?-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x5 =5x6 =3x5 =4x5 1 26 25 24 23 2221 20 19 18 17 16 15 14 2 273 4 5 6 7 8 9 10 2811 12 13 16-8-8 16-8-811-7-110-6-011-7-11Scale = 1:65 Plate Offsets (X, Y):[1:0-3-8,Edge], [7:0-3-0,0-3-0], [14:Edge,0-3-8] 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 0.49 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.52 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horiz(TL)0.00 14 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 259 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except*22-6,23-5,24-4,25-3,26-2:2x4 SPF Stud WEDGE Left: 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 ocbracing. WEBS 1 Row at midpt 13-14, 12-15, 11-16, 10-17 REACTIONS (size)14=15-10-0, 15=15-10-0, 16=15-10-0, 17=15-10-0, 18=15-10-0, 19=15-10-0, 20=15-10-0, 22=15-10-0, 23=15-10-0, 24=15-10-0, 25=15-10-0, 26=15-10-0 Max Horiz 26=272 (LC 9) Max Uplift 14=-79 (LC 11), 15=-33 (LC 12), 16=-16 (LC 9), 17=-24 (LC 12), 18=-19 (LC 12), 19=-1 (LC 12), 20=-45 (LC 12), 23=-41 (LC 12), 25=-376 (LC 9), 26=-73 (LC 8) Max Grav 14=80 (LC 8), 15=126 (LC 20), 16=117 (LC 19), 17=107 (LC 1), 18=106 (LC 19), 19=121 (LC 1), 20=109 (LC 19), 22=110 (LC 1),23=108 (LC 19), 24=170 (LC 20),25=184 (LC 10), 26=555 (LC 20) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 13-14=-61/68, 1-2=-404/278, 2-3=-538/330, 3-4=-359/247, 4-5=-356/245, 5-6=-316/224, 6-8=-312/224, 8-9=-239/190, 9-10=-204/173, 10-11=-175/160, 11-12=-140/146, 12-13=-73/77 BOT CHORD 1-26=-248/397, 25-26=-111/136, 24-25=-111/136, 23-24=-111/136, 22-23=-111/136, 20-22=-111/136, 19-20=-113/138, 18-19=-113/138, 17-18=-113/138, 16-17=-113/138, 15-16=-113/138, 14-15=-113/138 WEBS 12-15=-153/117, 11-16=-82/46, 10-17=-80/43, 9-18=-79/49, 8-19=-94/27, 7-20=-82/95, 6-22=-82/15, 5-23=-81/59, 4-24=-95/18, 3-25=-176/305, 2-26=-260/67 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 Corner(3E) 0-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 16-6-12 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 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)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable studs spaced at 1-4-0 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 79 lb uplift at joint 14, 33 lb uplift at joint 15, 16 lb uplift at joint 16, 24 lb uplift at joint 17, 19 lb uplift at joint 18, 1 lb uplift at joint 19, 45 lb uplift at joint 20, 41 lb uplift at joint 23, 376 lbuplift at joint 25 and 73 lb uplift at joint 26. 7)N/A 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Epcon Provenance I53481150MB1Monopitch Supported Gable 1 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:07 Page: 1 ID:_eKl?r0winKGI6eE4JbjVkzMxcm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =5x6 =2x4 =2x4 =5x6 =2x4 1 6 2 8 7 5 93 4 0-8-9 10-1-11 0-8-9 -0-8-9 2-8-9 9-5-2 2-8-9 2-8-9 4-0-0 6-8-9 9-5-22-3-110-4-70-1-132-0-62-0-60-1-132-2-3Scale = 1:27 Plate Offsets (X, Y):[3:0-3-5,Edge], [4:0-3-5,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 0.27 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 28 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=9-5-2, 5=9-5-2, 7=9-5-2, 8=9-5-2 Max Horiz 2=33 (LC 11) Max Uplift 2=-11 (LC 12), 5=-16 (LC 13) Max Grav 2=145 (LC 1), 5=145 (LC 1), 7=262 (LC 26), 8=262 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-64/28, 3-4=-30/41, 4-5=-64/27, 5-6=0/14 BOT CHORD 2-8=-7/29, 7-8=-7/29, 5-7=-7/29 WEBS 4-7=-186/44, 3-8=-186/49 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) 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)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 2 and 16 lb uplift at joint 5. 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. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11)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 Provenance I53481151P1Piggyback11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:08 Page: 1 ID:Ne93_1J9xto3o8B0Zx_bLNzN9Ld-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =4x5 =2x4 =2x4 1 5 2 6 4 3 0-8-9 10-1-11 0-8-9 -0-8-9 4-8-9 9-5-2 4-8-9 4-8-9 9-5-23-7-110-4-73-6-3Scale = 1:32.3 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 0.36 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.19 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 29 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud 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 (size)2=9-5-2, 4=9-5-2, 6=9-5-2 Max Horiz 2=-55 (LC 10) Max Uplift 2=-15 (LC 12), 4=-22 (LC 13) Max Grav 2=235 (LC 1), 4=235 (LC 1), 6=340 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-116/49, 3-4=-116/49, 4-5=0/14 BOT CHORD 2-6=-6/52, 4-6=-6/52 WEBS 3-6=-222/45 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) 0-3-5 to 3-3-5, Interior (1) 3-3-5 to 5-5-8, Exterior(2R) 5-5-8 to 8-5-8, Interior (1) 8-5-8 to 10-7-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; LumberDOL=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)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 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 15 lb uplift at joint 2 and 22 lb uplift at joint 4. 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)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Epcon Provenance I53481152P2Piggyback41ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:08 Page: 1 ID:BgKty7OzAvLhtoVZ?G3oQvzN8jV-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 5.6612 =4x5 =4x5 =2x4 =3x5 =3x5 =2x4 =2x4 =2x4 =2x4 =4x5 =2x4 1 2 14 1312 11 10 3 6 7 185 98 1715 16 4 0-8-9 -0-8-9 0-3-14 16-5-5 3-7-8 8-4-2 4-8-9 4-8-9 7-9-6 16-1-7 16-5-53-7-110-4-70-11-50-1-130-11-50-11-50-1-131-1-22-5-03-6-3Scale = 1:36.7 Plate Offsets (X, Y):[2:0-4-7,0-2-5], [5:0-2-8,Edge], [8:0-2-8,Edge], [13:0-2-4,0-1-8] 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 0.26 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.16 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 46 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, and2-0-0 oc purlins (6-0-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=16-5-5, 10=16-5-5, 11=16-5-5, 12=16-5-5, 14=16-5-5 Max Horiz 2=60 (LC 9) Max Uplift 2=-2 (LC 12), 11=-10 (LC 9), 12=-24 (LC 13) Max Grav 2=219 (LC 1), 10=120 (LC 1), 11=330 (LC 1), 12=349 (LC 26), 14=327 (LC 1) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=0/13, 2-3=-131/33, 3-4=-96/60, 4-5=-110/56, 5-6=-63/8, 6-7=-45/4, 7-8=-47/5, 8-9=-49/6, 9-10=-91/32 BOT CHORD 2-14=-12/45, 12-14=-12/45, 11-12=-12/45, 10-11=-12/45 WEBS 4-14=-208/48, 6-12=-277/90, 7-11=-244/64 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) 0-3-5 to 3-3-5, Interior (1) 3-3-5 to 5-5-8, Exterior(2R) 5-5-8 to 8-5-8, Interior (1) 8-5-8 to 16-10-6, Exterior(2E) 16-10-6 to 17-0-8 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) 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)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 2, 24 lb uplift at joint 12 and 10 lb uplift at joint 11. 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. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11)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 Provenance I53481153P3Piggyback11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:09 Page: 1 ID:1b3hHcElkbqLRctfoXXE7QzMzTG-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 5.6612 =3x5 =4x5 =3x5 =3x5 =3x5 1 2 15 14 13 12 11 10 9 16 817518647 3 0-8-9 -0-8-9 1-7-8 6-4-2 3-1-13 18-5-5 4-8-9 4-8-9 8-11-7 15-3-8 18-5-53-7-110-4-70-11-50-1-132-3-52-3-50-1-132-5-21-1-03-6-3Scale = 1:40.9 Plate Offsets (X, Y):[2:0-2-9,0-1-8], [4:0-2-8,Edge], [7:0-2-8,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 0.25 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.15 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT)0.00 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 54 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, and2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)2=18-5-5, 10=18-5-5, 11=18-5-5, 12=18-5-5, 14=18-5-5, 15=18-5-5 Max Horiz 2=-53 (LC 10) Max Uplift 10=-32 (LC 26), 11=-38 (LC 13), 14=-13 (LC 13) Max Grav 2=206 (LC 25), 10=34 (LC 13), 11=311 (LC 26), 12=332 (LC 1), 14=314 (LC 26), 15=393 (LC 1) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=0/14, 2-3=-100/97, 3-4=-8/96, 4-5=-19/34, 5-6=-18/34, 6-7=-19/34, 7-8=-34/20, 8-9=-43/83, 9-10=-24/29 BOT CHORD 2-15=-34/42, 14-15=-34/42, 12-14=-34/42, 11-12=-34/42, 10-11=-34/42 WEBS 3-15=-277/65, 5-14=-241/59, 6-12=-247/62, 8-11=-237/71 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) 0-3-5 to 3-3-5, Interior (1) 3-3-5 to 5-5-8, Exterior(2E) 5-5-8 to 7-1-0, Interior (1) 7-1-0 to 16-0-7, Exterior(2E) 16-0-7 to 19-0-8 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) 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)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 lb uplift at joint 10, 13 lb uplift at joint 14 and 38 lb uplift at joint 11. 10)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. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12)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 Provenance I53481154P4Piggyback11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:09 Page: 1 ID:6Za3i_EpB5HauMjc9TXi?wzMzRz-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 5.6612 =3x5 =3x5 =3x5 =3x5 =3x5 =3x8 1 2 17 16 15 14 13 12 11 3 1018919 5 20 6 21 74 8 0-8-9 -0-8-9 2-1-12 20-5-5 3-9-15 18-3-9 5-1-1 5-1-1 9-4-9 14-5-9 20-5-53-10-100-4-70-6-50-1-131-11-81-11-81-7-143-7-50-1-133-9-2Scale = 1:42.9 Plate Offsets (X, Y):[2:0-2-9,0-1-8], [4:0-2-8,Edge], [8:0-2-8,Edge], [10:0-2-8,Edge], [11:0-3-8,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 0.16 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT)0.00 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 64 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud WEDGE Right: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except2-0-0 oc purlins (6-0-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=20-5-5, 11=20-5-5, 12=20-5-5, 13=20-5-5, 15=20-5-5, 16=20-5-5, 17=20-5-5 Max Horiz 2=-57 (LC 10) Max Uplift 12=-32 (LC 13), 15=-13 (LC 8), 17=-36 (LC 12) Max Grav 2=97 (LC 1), 11=106 (LC 1), 12=288 (LC 26), 13=321 (LC 26), 15=332 (LC 25), 16=311 (LC 25), 17=261 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-81/17, 3-4=-113/44, 8-9=-96/51, 9-10=-49/33, 10-11=-101/35, 4-5=-53/56, 5-6=-48/55, 6-7=-48/55, 7-8=-56/56 BOT CHORD 2-17=-6/67, 16-17=-6/67, 15-16=-6/67, 13-15=-6/67, 12-13=-6/67, 11-12=-6/67 WEBS 6-15=-254/60, 5-16=-229/41, 3-17=-195/83,7-13=-240/42, 9-12=-212/73 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) 0-3-5 to 3-3-5, Interior (1) 3-3-5 to 5-10-0, Exterior(2R) 5-10-0 to 8-10-0, Interior (1) 8-10-0 to 15-2-8, Exterior(2R) 15-2-8 to 18-2-8, Interior (1) 18-2-8 to 21-2-4 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) 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)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 15, 36 lb uplift at joint 17 and 32 lb uplift at joint 12. 10)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. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12)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 Provenance I53481155P5Piggyback11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:10 Page: 1 ID:te7xXLk9I?ZcxpwgdHHYinzMzRJ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x5 =3x5 =3x5 1112 17 16 15 14 13 12 10 932118 4 8 619 205 7 0-8-9 21-4-10 0-8-9 -0-8-9 6-6-0 13-7-1 7-1-1 20-8-1 7-1-1 7-1-1 20-8-15-2-100-4-70-1-134-11-54-11-50-1-135-1-2Scale = 1:42.2 Plate Offsets (X, Y):[2:0-2-9,0-1-8], [5:0-2-8,Edge], [7:0-2-8,Edge], [10:0-2-9,0-1-8] 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 0.14 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.00 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 70 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=20-8-1, 10=20-8-1, 12=20-8-1, 13=20-8-1, 15=20-8-1, 16=20-8-1, 17=20-8-1 Max Horiz 2=79 (LC 11) Max Uplift 2=-12 (LC 8), 10=-1 (LC 9), 12=-49 (LC 13), 13=-10 (LC 13), 15=-6 (LC 9), 16=-18 (LC 12), 17=-48 (LC 12) Max Grav 2=122 (LC 25), 10=122 (LC 26), 12=289 (LC 20), 13=304 (LC 1), 15=316 (LC 25), 16=304 (LC 1), 17=288 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-108/88, 3-4=-128/63, 4-5=-105/41, 5-6=-53/39, 6-7=-53/39, 7-8=-105/46, 8-9=-128/44, 9-10=-97/66, 10-11=0/14 BOT CHORD 2-17=-45/83, 16-17=-45/83, 15-16=-45/83, 13-15=-45/83, 12-13=-45/83, 10-12=-45/83 WEBS 6-15=-238/53, 4-16=-221/68, 3-17=-217/90,8-13=-221/60, 9-12=-218/91 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) 0-3-5 to 3-1-0, Interior (1) 3-1-0 to 7-10-0, Exterior(2R) 7-10-0 to 12-0-14, Interior (1) 12-0-14 to 14-4-0, Exterior(2R) 14-4-0 to 18-6-14, Interior (1) 18-6-14 to 21-10-10 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)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 2, 1 lb uplift at joint 10, 6 lb uplift at joint 15, 18 lb uplift at joint 16, 48 lb uplift at joint 17, 10 lb uplift at joint 13 and 49 lb uplift at joint 12. 10)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. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12)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 Provenance I53481156P6Piggyback11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:11 Page: 1 ID:?hSiOQJeERUy410jtfda5hzMzQa-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x5 =3x5 =3x5 1112 17 16 15 14 13 12 10 93 4 8 6 75 0-8-9 21-4-10 0-8-9 -0-8-9 2-6-0 11-7-1 9-1-1 20-8-1 9-1-1 9-1-1 20-8-16-6-100-4-70-1-136-3-56-3-50-1-136-5-2Scale = 1:46.1 Plate Offsets (X, Y):[2:0-2-9,0-1-8], [5:0-2-8,Edge], [7:0-2-8,Edge], [10:0-2-9,0-1-8] 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 0.15 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT)0.00 10 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 OTHERS 2x4 SPF Stud *Except* 15-6:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=20-8-1, 10=20-8-1, 12=20-8-1, 13=20-8-1, 15=20-8-1, 16=20-8-1, 17=20-8-1 Max Horiz 2=-100 (LC 10) Max Uplift 2=-2 (LC 8), 12=-45 (LC 13), 13=-39 (LC 13), 16=-41 (LC 12), 17=-45 (LC 12) Max Grav 2=143 (LC 1), 10=143 (LC 1), 12=282 (LC 1), 13=324 (LC 26), 15=233 (LC 1), 16=324 (LC 25), 17=282 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-158/62, 3-4=-163/51, 4-5=-157/84, 5-6=-85/82, 6-7=-85/82, 7-8=-157/84, 8-9=-163/29, 9-10=-146/39, 10-11=0/14 BOT CHORD 2-17=-25/114, 16-17=-25/114, 15-16=-25/114, 13-15=-25/114, 12-13=-25/114, 10-12=-25/114 WEBS 6-15=-154/17, 4-16=-242/90, 3-17=-211/99, 8-13=-242/88, 9-12=-211/99 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 Corner(3E) 0-3-5 to 3-1-0, Exterior(2N) 3-1-0 to 9-10-0, Corner(3E) 9-10-0 to 12-4-0, Corner(3R) 12-4-0 to 15-1-0, Exterior(2N) 15-1-0 to 21-10-10 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)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 16, 45 lb uplift at joint 17, 39 lb uplift at joint 13, 45 lb uplift at joint 12 and 2 lb uplift at joint 2. 10)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. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12)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 Provenance I53481157P7Piggyback11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:11 Page: 1 ID:V_x60_0I4ITtvpOnWhJKrlzMxsF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x5 =3x5 912 15 14 13 12 11 10 8 73 64 1716 5 0-8-9 21-4-10 0-8-9 -0-8-9 10-4-1 20-8-1 10-4-1 10-4-1 20-8-17-4-100-4-77-3-2Scale = 1:50.4 Plate Offsets (X, Y):[2:0-2-9,0-1-8], [8:0-2-9,0-1-8] 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 0.17 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT)0.00 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 74 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 13-5:2x4 SPF No.2 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 (size)2=20-8-1, 8=20-8-1, 10=20-8-1, 11=20-8-1, 13=20-8-1, 14=20-8-1,15=20-8-1 Max Horiz 2=-114 (LC 10) Max Uplift 2=-14 (LC 8), 10=-41 (LC 13), 11=-56 (LC 13), 14=-56 (LC 12), 15=-41 (LC 12) Max Grav 2=120 (LC 20), 8=110 (LC 1), 10=275 (LC 1), 11=349 (LC 26), 13=253 (LC 1), 14=349 (LC 25), 15=275 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-113/90, 3-4=-127/74,4-5=-117/107, 5-6=-110/93, 6-7=-98/48,7-8=-92/49, 8-9=0/14 BOT CHORD 2-15=-35/81, 14-15=-35/81, 13-14=-35/81, 11-13=-35/81, 10-11=-35/81, 8-10=-35/81 WEBS 5-13=-174/0, 4-14=-267/106, 3-15=-203/82, 6-11=-267/105, 7-10=-203/82 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) 0-3-5 to 3-1-0, Interior (1) 3-1-0 to 11-1-0, Exterior(2R) 11-1-0 to 14-1-0, Interior (1) 14-1-0 to 21-10-10 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 requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 2, 56 lb uplift at joint 14, 41 lb uplift at joint 15, 56 lb uplift at joint 11 and 41 lb uplift at joint 10. 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. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Epcon Provenance I53481158P8Piggyback41ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:12 Page: 1 ID:Xa?1SK7fS0xRcKebIEKHJpzMzPX-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x5 =3x5 =3x5 1112 17 16 15 14 13 12 10 93 1918 4 8 6 75 0-8-9 21-4-10 0-8-9 -0-8-9 1-11-15 11-4-0 9-4-1 20-8-1 9-4-1 9-4-1 20-8-16-8-110-4-70-1-136-5-66-5-60-1-136-7-3Scale = 1:46.9 Plate Offsets (X, Y):[2:0-2-9,0-1-8], [5:0-2-8,Edge], [7:0-2-8,Edge], [10:0-2-9,0-1-8] 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 0.15 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT)0.00 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 73 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 15-6:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=20-8-1, 10=20-8-1, 12=20-8-1, 13=20-8-1, 15=20-8-1, 16=20-8-1, 17=20-8-1 Max Horiz 2=-103 (LC 10) Max Uplift 2=-5 (LC 8), 12=-44 (LC 13), 13=-44 (LC 13), 16=-45 (LC 12), 17=-44 (LC 12) Max Grav 2=138 (LC 1), 10=138 (LC 1), 12=280 (LC 1), 13=330 (LC 26), 15=234 (LC 1), 16=330 (LC 25), 17=280 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-147/66, 3-4=-157/55, 4-5=-149/78, 5-6=-82/71, 6-7=-82/72, 7-8=-149/72, 8-9=-153/29, 9-10=-133/38, 10-11=0/14 BOT CHORD 2-17=-24/103, 16-17=-24/103, 15-16=-24/103, 13-15=-24/103, 12-13=-24/103, 10-12=-24/103 WEBS 6-15=-155/11, 4-16=-248/95, 3-17=-210/85, 8-13=-248/93, 9-12=-210/85 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) 0-3-5 to 3-1-0, Interior (1) 3-1-0 to 10-1-0, Exterior(2E) 10-1-0 to 12-0-15, Exterior(2R) 12-0-15 to 16-3-14, Interior (1) 16-3-14 to 21-10-10 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)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 2, 45 lb uplift at joint 16, 44 lb uplift at joint 17, 44 lb uplift at joint 13 and 44 lb uplift at joint 12. 10)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. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12)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 Provenance I53481159P9Piggyback11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:12 Page: 1 ID:lvN0uHVMFyF6Fq6nOGFovyzMzEi-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x5 =3x5 =3x5 1112 17 16 15 14 13 12 10 3 9 4 8 6 75 0-8-9 21-4-10 0-8-9 -0-8-9 5-11-15 13-4-0 7-4-1 20-8-1 7-4-1 7-4-1 20-8-15-4-110-4-70-1-135-1-65-1-60-1-135-3-3Scale = 1:42.3 Plate Offsets (X, Y):[2:0-2-9,0-1-8], [5:0-2-8,Edge], [7:0-2-8,Edge], [10:0-2-9,0-1-8] 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 0.13 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.00 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 70 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=20-8-1, 10=20-8-1, 12=20-8-1, 13=20-8-1, 15=20-8-1, 16=20-8-1, 17=20-8-1 Max Horiz 2=-81 (LC 10) Max Uplift 2=-10 (LC 8), 12=-51 (LC 13), 13=-7 (LC 13), 15=-2 (LC 9), 16=-13 (LC 12), 17=-51 (LC 12) Max Grav 2=129 (LC 25), 10=129 (LC 26), 12=288 (LC 20), 13=298 (LC 1), 15=304 (LC 25), 16=298 (LC 1), 17=287 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-132/83, 3-4=-141/60, 4-5=-119/51, 5-6=-64/46, 6-7=-64/46, 7-8=-119/51, 8-9=-141/42, 9-10=-122/65, 10-11=0/14 BOT CHORD 2-17=-44/98, 16-17=-44/98, 15-16=-44/98, 13-15=-44/98, 12-13=-44/98, 10-12=-44/98 WEBS 6-15=-225/49, 4-16=-216/64, 3-17=-216/103,8-13=-216/64, 9-12=-217/103 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) 0-3-5 to 3-1-0, Exterior(2N) 3-1-0 to 8-1-0, Corner(3R) 8-1-0 to 11-1-0, Exterior(2N) 11-1-0 to 14-0-15, Corner(3R) 14-0-15 to 17-0-15, Exterior(2N) 17-0-15 to 21-10-10 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)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 15, 13 lb uplift at joint 16, 51 lb uplift at joint 17, 7 lb uplift at joint 13, 51 lb uplift at joint 12 and 10 lb uplift at joint 2. 10)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. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12)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 Provenance I53481160P10Piggyback11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:13 Page: 1 ID:YWjeK2AOZnfpW21KQ_3v?_zMxtL-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x5 =3x5 =3x5 1112 17 16 1514 13 12 10 2118 93 845196207 0-8-9 21-4-10 0-8-9 -0-8-9 5-4-1 20-8-1 5-4-1 5-4-1 9-11-15 15-4-0 20-8-14-0-110-4-73-11-3Scale = 1:41.3 Plate Offsets (X, Y):[2:0-2-9,0-1-8], [4:0-2-8,0-1-13], [8:0-2-8,0-1-13], [10:0-2-9,0-1-8] 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 0.16 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT)0.00 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 66 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=20-8-1, 10=20-8-1, 12=20-8-1, 13=20-8-1, 15=20-8-1, 16=20-8-1, 17=20-8-1 Max Horiz 2=-62 (LC 10) Max Uplift 12=-35 (LC 13), 15=-11 (LC 8), 16=-3 (LC 9), 17=-36 (LC 12) Max Grav 2=138 (LC 1), 10=138 (LC 1), 12=272 (LC 26), 13=306 (LC 26), 15=331 (LC 26), 16=306 (LC 25), 17=272 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-126/19, 3-4=-139/44,4-5=-67/43, 5-6=-67/43, 6-7=-67/43,7-8=-67/43, 8-9=-139/38, 9-10=-116/8,10-11=0/14 BOT CHORD 2-17=-6/81, 16-17=-6/81, 15-16=-6/81, 13-15=-6/81, 12-13=-6/81, 10-12=-6/81 WEBS 6-15=-252/59, 5-16=-224/53, 3-17=-200/77, 7-13=-224/46, 9-12=-200/76 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) 0-3-5 to 3-1-0, Interior (1) 3-1-0 to 6-1-0, Exterior(2R) 6-1-0 to 10-3-15, Interior (1) 10-3-15 to 16-0-15, Exterior(2R) 16-0-15 to 20-3-14, Interior (1) 20-3-14 to 21-10-10 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)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 15, 3 lb uplift at joint 16, 36 lb uplift at joint 17 and 35 lb uplift at joint 12. 10)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. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12)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 Provenance I53481161P11Piggyback11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:13 Page: 1 ID:j4ulGMPvkhU32jTvSgZ4dZzMzAy-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x5 =3x5 =3x5 1112 17 16 15 14 13 12 10 3 9 5 6 7 84 0-8-9 21-4-10 0-8-9 -0-8-9 3-4-1 20-8-1 3-4-1 3-4-1 13-11-15 17-4-0 20-8-12-8-110-4-70-1-132-5-62-5-60-1-132-7-3Scale = 1:41.9 Plate Offsets (X, Y):[2:0-2-9,0-1-8], [4:0-2-8,Edge], [8:0-2-8,Edge], [10:0-2-9,0-1-8] 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 0.15 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 60 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=20-8-1, 10=20-8-1, 12=20-8-1, 13=20-8-1, 15=20-8-1, 16=20-8-1, 17=20-8-1 Max Horiz 2=-39 (LC 10) Max Uplift 12=-3 (LC 13), 13=-1 (LC 9), 15=-5 (LC 8), 16=-1 (LC 9), 17=-7 (LC 12) Max Grav 2=154 (LC 1), 10=154 (LC 1), 12=223 (LC 26), 13=318 (LC 26), 15=321 (LC 1), 16=318 (LC 25), 17=223 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-134/41, 3-4=-135/40,4-5=-86/37, 5-6=-84/36, 6-7=-84/36,7-8=-86/37, 8-9=-135/40, 9-10=-134/31,10-11=0/14 BOT CHORD 2-17=-19/88, 16-17=-19/88, 15-16=-19/88, 13-15=-19/88, 12-13=-19/88, 10-12=-19/88 WEBS 6-15=-242/57, 5-16=-236/51, 3-17=-150/54, 7-13=-236/52, 9-12=-150/52 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) 0-3-5 to 3-1-0, Exterior(2N) 3-1-0 to 4-1-0, Corner(3R) 4-1-0 to 7-1-0, Exterior(2N) 7-1-0 to 18-0-15, Corner(3R) 18-0-15 to 21-0-15, Exterior(2N) 21-0-15 to 21-10-10 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)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 15, 1 lb uplift at joint 16, 7 lb uplift at joint 17, 1 lb uplift at joint 13 and 3 lb uplift at joint 12. 10)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. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12)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 Provenance I53481162P12Piggyback11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:14 Page: 1 ID:UqjhTUN?6VKAbv_eY7tRK3zMxuN-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x5 =3x5 =3x5 =3x5 1212 18 17 16 15 14 13 11 19 2045678 9 103 0-8-9 21-4-10 0-8-9 -0-8-9 1-4-1 1-4-1 1-4-1 20-8-1 8-0-0 9-4-1 9-11-15 19-4-0 20-8-11-4-110-4-70-1-131-1-61-1-60-1-131-3-3Scale = 1:42.9 Plate Offsets (X, Y):[2:0-2-9,0-1-8], [3:0-2-8,Edge], [10:0-2-8,Edge], [11:0-2-9,0-1-8] 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 0.16 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT)0.00 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 53 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)2=20-8-1, 11=20-8-1, 13=20-8-1, 14=20-8-1, 16=20-8-1, 17=20-8-1, 18=20-8-1 Max Horiz 2=-18 (LC 10) Max Uplift 2=-5 (LC 12), 11=-6 (LC 13), 13=-2 (LC 8), 14=-6 (LC 13), 16=-3 (LC 9), 17=-6 (LC 12), 18=-4 (LC 9) Max Grav 2=88 (LC 1), 11=88 (LC 20), 13=284 (LC 26), 14=332 (LC 25), 16=315 (LC 1), 17=332 (LC 26), 18=284 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-33/24, 3-4=-13/11, 4-5=-13/10, 5-7=-13/10, 7-8=-13/10, 8-9=-13/10, 9-10=-13/11, 10-11=-29/24, 11-12=0/14 BOT CHORD 2-18=-9/19, 17-18=-9/19, 16-17=-9/19, 14-16=-9/19, 13-14=-9/19, 11-13=-9/19 WEBS 7-16=-236/50, 5-17=-249/56, 4-18=-212/46,8-14=-249/56, 9-13=-212/44 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) 0-3-5 to 2-1-0, Exterior(2R) 2-1-0 to 6-3-15, Interior (1) 6-3-15 to 20-0-15, Exterior(2E) 20-0-15 to 21-10-10 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)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 11, 3 lb uplift at joint 16, 6 lb uplift at joint 17, 4 lb uplift at joint 18, 6 lb uplift at joint 14, 2 lb uplift at joint 13 and 5 lb uplift at joint 2. 10)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. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12)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 Provenance I53481163P13Piggyback11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:14 Page: 1 ID:?AMOq7QezngjmpBrPsv0ezzMz_1-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =2x4 =2x4 =3x5 =3x5 1 7 2 8 6 43 5 0-8-9 11-2-11 0-8-9 -0-8-9 1-3-1 10-6-2 1-3-1 1-3-1 4-0-0 5-3-1 4-0-0 9-3-1 5-3-1 10-6-2 5-3-1 5-3-11-4-00-4-70-1-131-0-111-0-110-1-131-2-8Scale = 1:29.7 Plate Offsets (X, Y):[2:0-2-9,0-1-8], [3:0-2-8,Edge], [5:0-2-8,Edge], [6:0-2-9,0-1-8] 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 0.21 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 27 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 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=240/10-6-2, 6=240/10-6-2, 8=417/10-6-2 Max Horiz 2=17 (LC 11) Max Uplift 2=-12 (LC 12), 6=-12 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-285/52, 3-4=-236/45, 4-5=-236/45, 5-6=-285/53, 6-7=0/14 BOT CHORD 2-8=-19/235, 6-8=-19/235 WEBS 4-8=-293/66 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) 0-3-5 to 2-0-0, Exterior(2R) 2-0-0 to 6-0-0, Interior (1) 6-0-0 to 10-0-0, Exterior(2E) 10-0-0 to 11-8-11 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)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 2 and 12 lb uplift at joint 6. 10)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. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12)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 Provenance I53481164P14Piggyback11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 E Apr 27 2022 Print: 8.530 E Apr 27 2022 MiTek Industries, Inc. Thu Aug 04 14:28:14 Page: 1 ID:jzbyYNs8QhPvRX7iblVfBbzMxnI-aW4C3WKRtgwZhw_76417F?heQuT8jH8zSQkebkyrCEm August 4,2022 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 =3x10 =4x5 =3x5 =5x6 =3x6 =4x5 =4x8 =3x6 =4x6 =3x5 =5x10 =3x5 1 11 7 610 9 8 2 3 5 12 13 14 4 2-1-15 2-1-15 3-2-4 16-9-8 5-7-12 13-7-4 5-9-9 7-11-8 0-10-8 16-9-8 2-3-11 2-3-11 2-5-8 15-11-0 5-6-0 13-5-8 5-7-13 7-11-81-1-00-6-01-0-06-4-11Scale = 1:44.2 Plate Offsets (X, Y):[1:0-2-12,0-0-1], [3:0-0-12,0-2-4], [5:0-1-0,0-1-12], [6:Edge,0-0-10], [6:0-0-13,0-9-5] 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 0.34 Vert(LL)-0.08 8-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.65 Vert(CT)-0.17 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT)0.17 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* 11-3,5-7:2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 9-4:2x4 SPF Stud WEDGE Right: 2x10 SP 2400F 2.0E SLIDER Left 2x8 SP 2400F 2.0E -- 1-10-11 BRACING TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (size)1=0-3-8, 6=0-3-8 Max Horiz 1=-96 (LC 8) Max Grav 1=666 (LC 1), 6=666 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-882/0, 3-4=-803/10, 4-5=-801/12, 5-6=-1011/0 BOT CHORD 1-11=-25/565, 10-11=0/82, 3-10=0/174, 9-10=-64/1150, 8-9=0/1348, 7-8=0/99, 5-8=0/183, 6-7=0/749 WEBS 4-9=0/483, 3-9=-605/134, 5-9=-784/84 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 3-0-0, Interior (1) 3-0-0 to 7-11-8, Exterior(2R) 7-11-8 to 10-11-8, Interior (1) 10-11-8 to 16-7-12 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 Provenance I53481165T1Roof Special 2 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:15 Page: 1 ID:ULkgbliAQ_ImxDdv4xanVYzMxZI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x10 =4x5 =4x5 =4x5 =5x8 =2x4 =5x10 =3x5 1 6 5 10 7 42 8 9 3 4-3-12 12-3-4 4-6-4 16-9-8 7-11-8 7-11-8 0-10-8 16-9-8 7-11-8 7-11-8 7-11-8 15-11-01-1-00-6-06-4-11Scale = 1:45 Plate Offsets (X, Y):[1:0-2-12,0-0-1], [5:Edge,0-0-10], [5:0-0-13,0-9-5], [6:0-4-0,0-3-4] 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 0.77 Vert(LL)-0.14 5-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.64 Vert(CT)-0.28 5-6 >712 180 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT)0.02 5 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 WEDGE Right: 2x10 SP 2400F 2.0E SLIDER Left 2x8 SP 2400F 2.0E -- 4-11-4 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 5=0-3-8 Max Horiz 1=96 (LC 9) Max Grav 1=666 (LC 1), 5=666 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-750/10, 3-4=-678/27, 4-5=-888/18 BOT CHORD 1-5=0/682 WEBS 3-6=0/436, 4-6=-250/100 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 3-0-0, Interior (1) 3-0-0 to 7-11-8, Exterior(2R) 7-11-8 to 10-11-8, Interior (1) 10-11-8 to 16-7-12 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 Provenance I53481166T1ACommon11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:16 Page: 1 ID:ULkgbliAQ_ImxDdv4xanVYzMxZI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x10 =4x5 =3x5 =5x6 =3x6 =4x5 =4x8 =3x6 =5x6 =3x5 =4x5 =3x10 1 12 8 711 10 9 62 3 5 13 16 14 15 4 2-1-15 2-1-15 2-3-12 15-11-0 5-7-12 13-7-4 5-9-9 7-11-8 2-3-11 2-3-11 2-5-8 15-11-0 5-6-0 13-5-8 5-7-13 7-11-86-4-111-1-01-0-00-3-80-3-86-1-36-4-11Scale = 1:43.4 Plate Offsets (X, Y):[1:0-2-12,0-0-1], [3:0-0-12,0-1-8], [5:0-1-0,0-1-8], [7:0-8-1,0-0-1] 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)-0.06 9-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.83 Vert(CT)-0.13 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT)0.16 7 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* 10-4:2x4 SPF Stud SLIDER Left 2x8 SP 2400F 2.0E -- 1-10-11, Right 2x8SP 2400F 2.0E -- 1-10-9 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 (size)1=0-3-8, 7=0-3-8 Max Horiz 1=96 (LC 9) Max Grav 1=637 (LC 1), 7=637 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-855/3, 3-4=-747/19, 4-5=-744/21, 5-7=-852/3 BOT CHORD 1-12=-29/550, 11-12=0/89, 3-11=0/180, 10-11=-66/1090, 9-10=0/1033, 8-9=0/89, 5-9=0/174, 7-8=0/546 WEBS 3-10=-583/132, 4-10=0/432, 5-10=-521/94 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 3-0-0, Interior (1) 3-0-0 to 7-11-8, Exterior(2R) 7-11-8 to 10-11-8, Interior (1) 10-11-8 to 15-11-0 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 Provenance I53481167T2Roof Special 2 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:16 Page: 1 ID:fHU6cyS3p16zNlMqjyhJ0czMxYK-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x10 =4x5 =3x5 =3x6 =5x6 =4x5 =4x8 =3x6 =5x6 =3x5 =4x5 =3x10 1 12 8 711 10 9 62 3 5 13 16 14 15 4 2-1-15 2-1-15 2-3-12 15-11-0 5-7-12 13-7-4 5-9-9 7-11-8 2-3-11 2-3-11 2-5-8 15-11-0 5-6-0 13-5-8 5-7-13 7-11-81-1-01-0-06-4-11Scale = 1:43.4 Plate Offsets (X, Y):[1:0-2-12,0-0-1], [3:0-0-12,0-1-8], [5:0-1-0,0-1-8], [7:0-8-1,0-0-1] 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)-0.06 9-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.83 Vert(CT)-0.13 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT)0.16 7 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* 10-4:2x4 SPF Stud SLIDER Left 2x8 SP 2400F 2.0E -- 1-10-11, Right 2x8SP 2400F 2.0E -- 1-10-9 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 (size)1=0-3-8, 7=0-3-8 Max Horiz 1=96 (LC 9) Max Grav 1=637 (LC 1), 7=637 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-855/3, 3-4=-747/19, 4-5=-744/21, 5-7=-852/3 BOT CHORD 1-12=-29/550, 11-12=0/89, 3-11=0/180, 10-11=-66/1090, 9-10=0/1033, 8-9=0/89, 5-9=0/174, 7-8=0/546 WEBS 3-10=-584/132, 4-10=0/432, 5-10=-521/94 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 3-0-0, Interior (1) 3-0-0 to 7-11-8, Exterior(2R) 7-11-8 to 10-11-8, Interior (1) 10-11-8 to 15-11-0 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 Provenance I53481168T2ARoof Special 5 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:17 Page: 1 ID:ULkgbliAQ_ImxDdv4xanVYzMxZI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x5 =4x5 =3x6 =3x5 =3x5 =3x6 =5x8 =3x5 =2x4 =4x8 =5x8 =3x5 =3x6 =3x5 =3x5 =2x4 1 18 17 16 15 14 13 12 11 2 19 3 4 10 5 23 922 8621207 1-0-4 1-0-4 3-10-3 32-6-11 4-9-6 5-9-10 5-11-14 22-8-6 6-0-2 28-8-8 5-0-15 16-8-8 5-9-15 11-7-9 3-2-14 35-9-9 0-0-6 35-9-9 0-1-12 1-0-4 0-10-8 0-10-8 5-10-2 22-8-6 5-10-6 28-6-12 7-2-7 35-9-3 7-9-1 8-9-5 8-0-15 16-10-40-6-06-10-1511-7-11Scale = 1:78.2 Plate Offsets (X, Y):[6:0-6-4,0-2-4], [8:0-6-4,0-2-4] 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 0.43 Vert(LL)-0.10 15-17 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.57 Vert(CT)-0.23 15-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT)0.06 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 214 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 18-2,17-3:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or4-1-2 oc purlins, except end verticals, and2-0-0 oc purlins (5-4-11 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-11, 8-13, 3-18, 5-15, 6-14, 7-14 REACTIONS (size)11=0-4-3, 18=0-3-8 Max Horiz 18=236 (LC 9) Max Grav 11=1384 (LC 1), 18=1468 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-291/0, 2-3=-343/38, 3-5=-1747/29, 5-6=-1366/71, 6-7=-1012/61, 7-8=-1012/61, 8-9=-904/44, 9-10=-112/110, 10-11=-118/64 BOT CHORD 1-18=0/236, 17-18=-66/1423, 15-17=-30/1296, 14-15=-25/1063, 13-14=-4/693, 11-13=-22/445 WEBS 9-11=-1314/0, 8-13=-415/92, 9-13=-1/619, 2-18=-248/103, 3-18=-1576/0, 3-17=-109/115, 5-17=0/312, 5-15=-454/113, 6-15=-8/530, 6-14=-184/56, 7-14=-412/92, 8-14=-41/714 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 3-6-15, Interior (1) 3-6-15 to 16-8-8, Exterior(2R) 16-8-8 to 21-9-4, Interior (1) 21-9-4 to 28-8-8, Exterior(2R) 28-8-8 to 33-9-4, Interior (1) 33-9-4 to 35-7-13 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 3x5 MT20 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)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 Provenance I53481169T3Piggyback Base 1 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:17 Page: 1 ID:LveTD3uCxIugRO3PLbnwXVzMxTu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x5 =4x6 =3x6 =3x5 =3x5 =3x6 =4x8 =5x8 =2x4 =2x4 =6x8 =5x8 =3x5 =4x5 =2x4 =5x8 =4x5 =4x5 1 20 19 1817 16 12 11 2 15 14 13 21 3 104 255 9 7 2223246 8 1-0-4 1-0-4 4-5-4 21-1-12 3-11-4 32-7-12 4-9-6 5-9-10 5-0-15 16-8-8 5-9-15 11-7-9 7-6-12 28-8-8 5-1-13 37-9-9 0-0-6 37-9-9 0-1-12 1-0-4 0-10-8 0-10-8 3-7-12 32-6-0 4-8-12 21-3-8 5-3-3 37-9-3 7-6-12 28-10-4 7-9-1 8-9-5 7-9-7 16-6-1211-7-110-6-05-6-151-0-00-1-1311-5-1411-5-140-1-1311-7-11Scale = 1:77.7 Plate Offsets (X, Y):[6:0-4-0,0-1-9], [8:0-4-0,0-1-9], [13:0-5-8,0-2-8], [15:0-2-12,0-2-12], [18:0-2-12,0-1-8] 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 0.75 Vert(LL)-0.12 14-15 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.57 Vert(CT)-0.26 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(CT)0.08 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 230 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 17-15,2-20,19-3,13-11:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or3-11-8 oc purlins, except end verticals, and2-0-0 oc purlins (3-7-9 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. 1 Row at midpt 7-15, 9-13 WEBS 1 Row at midpt 8-14, 5-17, 3-20 REACTIONS (size)11=0-4-3, 20=0-3-8 Max Horiz 20=223 (LC 9) Max Grav 11=1464 (LC 1), 20=1548 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-302/0, 2-3=-356/36, 3-5=-1869/24, 5-6=-1511/65, 6-7=-1328/50, 7-8=-1335/49, 8-9=-1235/26, 9-10=-1080/0, 10-11=-1410/0 BOT CHORD 1-20=0/245, 19-20=-57/1515, 17-19=-8/1404, 16-17=-48/18, 15-16=0/61, 7-15=-459/95, 14-15=0/984, 13-14=0/835, 12-13=0/104, 9-13=-662/0, 11-12=0/70 WEBS 6-17=-36/296, 15-17=0/1188, 8-14=-212/125, 9-14=-42/404, 10-13=0/1093, 6-15=-61/460, 8-15=-45/644, 2-20=-252/103, 5-17=-439/114, 5-19=0/297, 3-19=-96/115, 3-20=-1685/0, 11-13=-79/37 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 3-9-6, Interior (1) 3-9-6 to 16-8-8, Exterior(2R) 16-8-8 to 22-0-10, Interior (1) 22-0-10 to 28-8-8, Exterior(2R) 28-8-8 to 34-0-10, Interior (1) 34-0-10 to 37-7-13 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)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 Provenance I53481170T4Hip11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:18 Page: 1 ID:rd3PpzaSfVsA4W24MDmzWKzMxQQ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x6 =4x5 =3x5 =3x6 =5x8 =5x6 =3x6 =3x5 =2x4 =6x10 =3x5 =5x6 =3x8 =4x5 =3x5 =6x8 =3x5 =6x8 =5x6 =3x5 1 22 21 20 19 18 14 13 12 2 17 16 15 23 11 1034292428 9 8525626277 1-0-4 1-0-4 1-11-4 32-7-12 4-8-8 30-8-8 4-10-4 26-0-0 1-5-1 39-9-9 6-5-4 21-1-12 5-8-12 38-4-8 6-5-4 7-5-8 7-3-0 14-8-8 0-0-6 39-9-9 0-1-12 1-0-4 0-10-8 0-10-8 1-4-11 39-9-3 1-7-12 32-6-0 5-10-8 38-4-8 6-5-4 7-5-8 6-8-12 21-3-8 7-1-4 14-6-12 9-6-12 30-10-40-6-04-2-151-0-010-3-11Scale = 1:72.1 Plate Offsets (X, Y):[5:0-4-0,0-2-12], [8:0-3-12,0-2-0], [15:0-6-4,0-4-0], [17:0-4-4,0-2-12] 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 0.75 Vert(LL)-0.24 16-17 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.85 Vert(CT)-0.52 16-17 >885 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT)0.08 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 240 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-21,10-13,12-11,13-11,2-22:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or2-2-0 oc purlins, except end verticals, and2-0-0 oc purlins (3-11-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-20. 1 Row at midpt 6-17 WEBS 1 Row at midpt 3-20, 7-16 REACTIONS (size)12=0-4-3, 22=0-3-8 Max Horiz 22=192 (LC 9) Max Grav 12=1544 (LC 1), 22=1628 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-243/0, 2-3=-2100/0, 3-5=-1803/33, 5-6=-1675/19, 6-7=-1677/17, 7-8=-1192/27, 8-9=-1499/29, 9-10=-1522/0, 10-11=-480/0, 11-12=-1533/0 BOT CHORD 1-22=-5/256, 21-22=-161/352, 20-21=-14/1666, 18-20=-40/9, 17-18=0/115, 6-17=-371/87, 16-17=0/1511, 15-16=0/1176, 14-15=0/109, 9-15=-364/0, 13-14=0/115, 12-13=-31/41 WEBS 3-21=-63/126, 10-13=-1293/58, 11-13=0/1357, 5-20=0/273, 3-20=-379/103, 17-20=0/1395, 8-16=0/646, 9-16=-33/238, 13-15=-36/352, 7-17=-29/398, 7-16=-720/77, 2-22=-1464/56, 2-21=0/1422, 5-17=-55/582, 10-15=0/913 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 3-11-12, Interior (1) 3-11-12 to 14-8-8, Exterior(2R) 14-8-8 to 20-4-1, Interior (1) 20-4-1 to 30-8-8, Exterior(2R) 30-8-8 to 36-4-1, Interior (1) 36-4-1 to 39-7-13 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)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 Provenance I53481171T5Hip11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:18 Page: 1 ID:zxwbErLcaAw5lLxN6gw_6pzMxPQ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =4x5 =3x6 =4x6 =3x5 =5x6 =6x12 =3x5 =6x10 =4x5 =4x5 =3x6 =2x4 =4x8 =MT18HS 10x12 =3x5 =6x8 =3x5 =5x8 =4x5 =2x4 1 22 21 20 19 18 14 13 12 2 16 17 15 1123 28310 27 24 26567 8254 9 1-0-4 1-0-4 2-3-8 27-0-0 3-6-12 24-8-8 4-1-12 21-1-12 4-3-8 17-0-0 5-8-8 32-8-8 3-3-13 41-9-9 5-5-4 6-5-8 5-9-4 38-5-12 6-3-0 12-8-8 0-0-6 41-9-9 0-1-12 1-0-4 0-10-8 0-10-8 3-3-7 41-9-3 5-5-4 6-5-8 5-6-0 32-6-0 5-8-8 27-0-0 5-11-12 38-5-12 6-1-4 12-6-12 8-8-12 21-3-88-11-110-6-02-10-151-0-00-1-138-6-68-6-60-3-88-9-140-1-138-11-11Scale = 1:75.9 Plate Offsets (X, Y):[4:0-3-0,0-2-3], [9:0-6-13,Edge], [15:0-5-12,0-4-0], [17:0-7-8,0-3-12], [18:Edge,0-3-8] 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 0.57 Vert(LL)-0.18 18-19 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.66 Vert(CT)-0.42 18-19 >999 180 MT18HS 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT)0.12 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 233 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-20,10-13,12-11,13-11,2-22:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or3-3-0 oc purlins, except end verticals, and2-0-0 oc purlins (3-9-2 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 6-16 REACTIONS (size)12=0-4-3, 22=0-3-8 Max Horiz 22=159 (LC 9) Max Grav 12=1624 (LC 1), 22=1708 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-198/0, 2-3=-2182/0, 3-4=-2024/13, 4-5=-1591/41, 5-6=-2243/0, 6-8=-2054/0, 8-9=-2056/0, 9-10=-1938/0, 10-11=-1264/0, 11-12=-1602/0 BOT CHORD 1-22=0/201, 20-22=-131/281, 19-20=-3/1745, 18-19=0/141, 17-18=0/159, 6-17=-112/110, 16-17=0/2256, 15-16=0/1542, 14-15=0/110, 9-15=-26/147, 13-14=0/51, 12-13=-21/29 WEBS 3-20=-157/47, 3-19=-235/98, 4-19=0/766, 17-19=-20/1859, 13-15=0/996, 10-13=-961/35, 5-19=-892/69, 5-17=0/594, 8-16=-397/84, 6-16=-371/57, 9-16=-42/914, 11-13=0/1337, 10-15=-32/619, 2-22=-1545/39, 2-20=0/1564 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 4-5-7, Interior (1) 4-5-7 to 12-8-8, Exterior(2R) 12-8-8 to 19-0-1, Interior (1) 19-0-1 to 32-8-8, Exterior(2R) 32-8-8 to 39-0-1, Interior (1) 39-0-1 to 41-7-13 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)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 Provenance I53481172T6Hip11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:19 Page: 1 ID:pus8CL1M9g5056oKx8RLwrzMxOX-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =4x5 =6x8 =3x5 =3x8 =5x6 =4x8 =8x10 =8x10 =2x4 =4x5 =3x6 =2x4 =3x10 =4x5 =2x4 =8x10 =6x10 =5x10 =4x8 =3x8 =2x4 1 23 22 21 20 19 15 14 13 2 17 18 16 12 24 2831127 5 25 6 7 8 26 94 10 1-0-4 1-0-4 2-0-12 34-8-8 5-1-12 21-1-12 5-3-8 16-0-0 4-5-4 5-5-8 5-9-0 26-10-12 5-9-0 32-7-12 4-3-10 43-9-9 4-9-7 39-5-15 5-3-0 10-8-8 0-0-6 43-9-9 0-1-12 1-0-4 0-10-8 0-10-8 2-4-4 34-10-4 4-5-4 5-5-8 5-1-4 10-6-12 5-3-8 21-3-8 5-5-4 16-0-0 5-7-4 26-10-12 5-7-4 32-6-0 8-10-15 43-9-37-7-110-6-01-6-151-0-00-1-137-5-147-5-140-1-137-7-11Scale = 1:78 Plate Offsets (X, Y):[4:0-3-0,0-2-3], [10:0-5-0,0-0-14], [16:0-7-8,0-4-0], [18:0-7-8,0-4-4], [22:0-3-8,0-3-0] 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 0.42 Vert(LL)-0.21 17-18 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.81 Vert(CT)-0.44 17-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT)0.19 13 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 234 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-22,20-18,14-16,13-12,2-23,2-22:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-0 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:6-0-0 oc bracing: 15-16,14-15. WEBS 1 Row at midpt 5-21, 6-17, 11-13 REACTIONS (size)13=0-4-3, 23=0-3-8 Max Horiz 23=127 (LC 9) Max Grav 13=1704 (LC 1), 23=1788 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-166/0, 2-3=-2233/0, 3-4=-2212/0, 4-5=-1759/26, 5-6=-3010/0, 6-8=-2835/0, 8-9=-2835/0, 9-10=-2330/0, 10-11=-2100/0, 11-12=-176/16, 12-13=-172/18 BOT CHORD 1-23=0/161, 22-23=-108/221, 21-22=0/1798, 19-21=0/2324, 18-19=0/95, 6-18=-158/96, 17-18=0/3027, 16-17=0/2349, 15-16=-87/0, 9-16=-874/93, 14-15=-21/55, 13-14=0/1545 WEBS 3-22=-248/41, 3-21=-118/111, 4-21=0/884, 5-21=-1001/51, 5-20=-404/64, 18-20=0/2277, 5-18=0/1064, 6-17=-325/66, 8-17=-363/77, 9-17=-40/779, 14-16=0/1882, 10-16=-24/1932, 10-14=-858/69,11-14=-35/290, 11-13=-2050/0,2-23=-1633/11, 2-22=0/1667 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 4-4-9, Interior (1) 4-4-9 to 10-8-8, Exterior(2R) 10-8-8 to 16-10-13, Interior (1) 16-10-13 to 34-8-8, Exterior(2R) 34-8-8 to 40-10-13, Interior (1) 40-10-13 to 43-7-13 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)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 Provenance I53481173T7Hip11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:20 Page: 1 ID:DZf_6duuRV2x60jzcYD?IpzMxNQ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x5 =4x6 =3x8 =5x6 =5x8 =5x8 =3x6 =3x5 =2x4 =8x12 =3x6 =2x4 =3x8 =8x12 =2x4 =2x4 =6x10 =3x10 =4x5 =4x5 =5x8 1 22 21 20 19 18 14 13 12217 16 15 2623 3 1125 5 6 7 8 24 9 104 1-0-4 1-0-4 1-6-12 22-8-8 3-5-3 4-5-7 4-0-12 36-8-8 4-2-4 26-10-12 4-3-1 8-8-8 5-9-0 32-7-12 6-1-12 21-1-12 6-3-8 15-0-0 7-10-0 44-6-8 0-1-12 1-0-4 0-10-8 0-10-8 4-4-4 36-10-4 5-7-4 26-10-12 5-7-4 32-6-0 6-3-8 21-3-8 6-5-4 15-0-0 7-6-8 8-6-12 7-8-4 44-6-86-3-110-6-01-1-01-0-00-1-136-1-146-1-140-1-136-3-11Scale = 1:78.9 Plate Offsets (X, Y):[1:Edge,0-0-10], [4:0-3-0,0-2-3], [10:0-5-0,0-2-0], [12:0-5-6,0-0-2], [13:0-3-8,0-1-8], [20:0-3-8,0-2-8] 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 0.63 Vert(LL)-0.30 16-17 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 1.00 Vert(CT)-0.62 16-17 >848 180 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT)0.24 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 227 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 10-12:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 21-3,8-16,13-15,2-22,22-3:2x4 SPF Stud SLIDER Right 2x8 SP 2400F 2.0E -- 4-8-0 BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins, except 2-0-0 oc purlins (2-6-5 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:2-2-0 oc bracing: 16-17,15-16. WEBS 1 Row at midpt 5-21 REACTIONS (size)12=0-3-8, 22=0-3-8 Max Horiz 22=-95 (LC 8) Max Grav 12=1740 (LC 1), 22=1823 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-313/0, 2-3=-334/0, 3-4=-2311/0, 4-5=-1859/7, 5-6=-3871/0, 6-8=-3896/0, 8-9=-3120/0, 9-10=-3098/0, 10-12=-2520/0 BOT CHORD 1-22=0/255, 21-22=-15/1724, 20-21=0/2859, 18-20=0/186, 17-18=0/116, 6-17=-345/74, 16-17=0/3798, 15-16=0/3798, 14-15=0/49, 9-15=-338/74, 13-14=-10/106, 12-13=0/1921 WEBS 3-21=-44/293, 4-21=0/935, 5-21=-1397/48, 5-20=-313/77, 17-20=0/2709, 5-17=0/1298, 8-17=-85/173, 8-16=0/271, 8-15=-928/30, 13-15=0/1874, 10-15=-33/1830, 10-13=-300/63, 2-22=-217/73, 3-22=-2056/0 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 4-4-0, Interior (1) 4-4-0 to 8-8-8, Exterior(2R) 8-8-8 to 15-0-0, Interior (1) 15-0-0 to 36-8-8, Exterior(2R) 36-8-8 to 43-0-1, Interior (1) 43-0-1 to 44-6-8 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)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)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 Provenance I53481174T8Hip11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:21 Page: 1 ID:iqK3bCkABhk8udVE8XyBbMzMxML-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =6x8 =12x16 =4x5 =8x10 =3x8 =6x8 =3x6 =8x10 =2x4 =4x5 =3x8 =8x12 =3x6 =3x5 =3x5 =8x12 =4x5 =3x5 =8x10 =5x6 =5x10 =4x6 =3x5 =2x4 =4x5 =3x6 =3x5 =6x8 =4x5 =2x4 =4x5 1 30 29 27 24 23 22 2120 19 18 17 28 162625 2 3 33 154 34 14 5 13 32 31 6 7 1289103511 15-6-14 0-4-1 -0-4-1 1-0-4 56-3-14 1-9-0 3-11-2 2-2-2 2-2-2 2-4-4 6-3-6 3-6-5 16-11-15 4-8-8 32-11-11 5-1-13 22-1-12 4-10-7 55-3-10 4-9-12 43-9-10 6-0-3 38-11-14 6-1-7 28-3-3 6-7-9 50-5-3 7-2-4 13-5-10 0-3-8 6-5-2 0-3-15 44-1-9 0-1-12 55-5-6 0-6-7 0-6-7 0-10-8 56-3-14 1-2-4 40-3-14 1-7-11 2-2-2 3-5-12 43-9-10 3-11-8 6-1-10 4-5-0 32-9-15 4-10-7 55-3-10 6-3-4 28-4-15 6-3-10 50-5-3 6-3-11 39-1-10 15-8-9 22-1-110-8-110-6-08-0-121-0-012-0-11Scale = 1:95.4 Plate Offsets (X, Y):[1:0-2-12,0-3-8], [2:1-2-8,0-6-0], [4:0-6-7,0-0-4], [7:0-7-12,0-2-0], [8:0-3-8,0-1-8], [12:0-3-12,0-2-0], [19:0-3-8,0-3-0], [25:0-7-4,0-4-12], [28:0-6-8,0-3-4], [29:0-3-8,0-5-4] 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 0.76 Vert(LL)-0.72 28-29 >366 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.67 Vert(CT)-1.09 28-29 >243 180 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT)0.11 18 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Attic -0.51 28-29 >375 360 Weight: 445 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-7,5-1:2x8 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E *Except* 27-10,11-24:2x4 SPF No.2, 29-28:2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-29,7-32,2-30,30-3,3-29,15-19,16-18,19-16: 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-10 oc purlins, except 2-0-0 oc purlins (3-1-1 max.): 7-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:6-0-0 oc bracing: 26-278-8-5 oc bracing: 28-29. 1 Row at midpt 10-26, 11-25 WEBS 1 Row at midpt 28-31, 8-26, 11-26, 12-23, 13-23 JOINTS 1 Brace at Jt(s): 31,32 REACTIONS (size)1=0-3-8, 18=0-3-8, 28=0-3-8 Max Horiz 1=186 (LC 11) Max Uplift 28=-223 (LC 8) Max Grav 1=2581 (LC 20), 18=2071 (LC 1), 28=1248 (LC 27) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-4044/0, 2-3=-3629/4, 3-4=-3828/0, 4-6=-3049/141, 6-7=-1712/110, 7-8=-2605/203, 8-10=-2693/113, 10-11=-2696/113, 11-12=-2588/57, 12-13=-2467/24, 13-15=-2701/0, 15-16=-2704/0, 16-17=-570/0 BOT CHORD 1-30=-71/3242, 29-30=-47/3477, 26-27=-102/64, 10-26=-292/74, 25-26=0/2657, 24-25=0/117, 11-25=-514/141, 23-24=0/138, 21-23=0/2174, 20-21=0/2174, 19-20=0/2198, 18-19=0/491, 17-18=0/491, 28-29=-43/2741, 27-28=-11/172 WEBS 28-31=-1042/484, 8-31=-1157/225, 26-28=-31/2586, 8-26=-168/898, 11-26=-424/263, 23-25=0/1913, 12-25=-58/1286, 12-23=-92/296, 13-23=-489/113, 6-32=-1357/82, 31-32=-1351/84, 4-29=0/1463, 7-32=-1/99, 7-31=-92/1460, 2-30=0/635, 3-30=-468/0, 3-29=-1154/7, 13-21=0/288, 15-19=-262/50, 15-20=-153/100, 16-18=-1618/0, 16-19=0/1733 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) 0-5-13 to 6-1-13, Interior (1)6-1-13 to 17-4-0, Exterior(2R) 17-4-0 to 25-4-3, Interior(1) 25-4-3 to 39-3-15, Exterior(2R) 39-3-15 to 47-4-2,Interior (1) 47-4-2 to 56-7-15 zone; cantilever left andright 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)Ceiling dead load (5.0 psf) on member(s). 4-6, 6-32, 31-32; Wall dead load (5.0psf) on member(s).28-31, 4-29 6)Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 28-29 7)Bearing at joint(s) 28 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 28. 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. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Epcon Provenance I53481175T9Attic11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:22 Page: 1 ID:Zm1RnHb41i9xQCAszSQmH7zMx__-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =5x10 =2x4 =4x5 =MT18HS 10x18 =8x10 =3x6 =MT20HS 8x12 =2x4 =2x4 =6x12 =8x12 =5x8 =4x8 =3x5 =3x5 =5x8 =3x6 =4x5 =3x5 =6x8 =3x5 =5x6 =6x10 =4x6 =3x6 =3x5 =4x5 =3x6 =2x4 =4x5 20 19 18 171 29 28 26 25 22 2127 162423 2 3 354323415 143031 5 13673389101112 16-0-00-4-1 -0-4-1 1-0-4 56-3-14 1-6-5 14-11-15 3-0-11 25-2-7 3-0-11 28-3-3 2-9-14 5-10-4 3-0-6 3-0-6 3-11-4 36-10-14 4-1-0 40-11-14 4-8-8 32-11-11 7-1-13 22-1-12 6-10-8 55-3-10 7-5-4 48-5-1 7-7-6 13-5-10 0-3-8 6-0-0 0-1-12 55-5-6 0-6-7 0-6-7 0-10-8 56-3-14 1-2-4 42-3-14 2-5-15 3-0-6 2-8-2 5-8-8 3-0-12 25-2-7 3-2-7 28-4-15 4-5-0 32-9-15 6-1-4 48-5-1 6-10-8 55-3-10 8-3-11 41-1-10 16-1-11 22-1-110-8-110-6-08-0-121-0-010-8-11Scale = 1:95.3 Plate Offsets (X, Y):[1:0-8-2,0-0-4], [3:0-6-10,Edge], [6:0-9-12,0-2-0], [13:0-3-12,0-2-0], [21:0-4-8,0-3-0], [23:0-6-4,0-3-12], [24:0-2-4,0-2-8], [27:0-3-0,0-0-2], [28:0-6-8,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 0.74 Vert(LL)-0.67 27-28 >396 240 MT20HS 148/108 TCDL 10.0 Lumber DOL 1.15 BC 0.69 Vert(CT)-0.93 27-28 >284 180 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT)0.09 18 n/a n/a MT18HS 197/144 BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Attic -0.50 27-28 >390 360 Weight: 432 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2400F 2.0E *Except* 3-6,1-3:2x8 SP 2400F 2.0E BOT CHORD 2x6 SPF No.2 *Except* 25-9,11-22:2x4 SPF No.2, 24-23,20-17:2x4 SPF 1650F 1.5E, 28-27:2x10 SP 2400F 2.0E, 27-25:2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except*4-28,6-31,2-28,29-2,16-18,24-26,8-30:2x4SPF Stud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-10 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-8-13 oc bracing: 27-28. 1 Row at midpt 9-24 WEBS 1 Row at midpt 27-30, 11-24, 12-21, 15-21, 30-31, 8-26, 26-30 JOINTS 1 Brace at Jt(s): 30,31 REACTIONS (size)1=0-3-8, 18=0-3-8, 27=0-3-8 Max Horiz 1=-166 (LC 8) Max Grav 1=1699 (LC 20), 18=1625 (LC 1), 27=2123 (LC 29) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2755/0, 2-4=-2302/0, 4-5=-1585/110, 5-6=-40/405, 6-7=0/1097, 7-8=0/1038, 8-9=-1389/68, 9-11=-1393/67,11-12=-1567/10, 12-13=-1355/66,13-15=-1774/34, 15-16=-2098/0,16-17=-302/0 BOT CHORD 1-29=-22/2341, 28-29=-22/2342, 24-25=0/131, 9-24=-256/59, 23-24=0/1574, 22-23=0/152, 11-23=0/320, 21-22=0/132, 19-21=0/1657, 18-19=-11/318, 17-18=-11/318, 27-28=-8/1563, 26-27=-8/1566, 25-26=-9/89 WEBS 4-28=0/1328, 27-30=-1497/215, 7-30=-430/85, 11-24=-653/61, 21-23=0/1380, 12-23=-43/345, 12-21=-550/115, 13-21=0/587, 15-21=-386/111, 15-19=-55/141, 5-31=-2193/77, 30-31=-2170/81, 6-31=0/196, 2-28=-991/18, 2-29=-36/187, 16-18=-1430/69, 16-19=0/1348, 6-30=-766/27, 8-26=-506/197, 8-24=0/1158, 24-26=0/1101, 8-30=-2363/16, 26-30=-1118/159 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) 0-5-13 to 6-2-1, Interior (1) 6-2-1 to 15-4-0, Exterior(2R) 15-4-0 to 23-4-3, Interior (1)23-4-3 to 41-3-15, Exterior(2R) 41-3-15 to 49-4-2,Interior (1) 49-4-2 to 56-7-15 zone; cantilever left andright exposed ; end vertical left and right exposed;C-Cfor 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)Ceiling dead load (5.0 psf) on member(s). 4-5, 5-31, 30-31; Wall dead load (5.0psf) on member(s).4-28, 27-30 7)Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 27-28 8)Bearing at joint(s) 27 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Epcon Provenance I53481176T10Attic11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:23 Page: 1 ID:IcJcS5mU45CAvxHb0j138TzMwpR-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x5 =4x5 =3x5 =3x6 =4x8 =5x6 =3x6 =5x10 =4x5 =4x6 =6x10 =3x5 =4x5 =6x8 =3x5 =3x5 =4x5 =3x8 =3x6 =5x6 =3x8 =3x6 =3x5 =4x5 =3x5 =2x4 =4x5 1 29 28 27 26 25 24 21 20 19 18 17 16 151422223 35303431133124 632 78 9 33 10 115 1-0-4 1-0-4 1-0-4 56-7-15 4-8-8 33-3-12 4-11-4 38-2-15 5-1-0 43-3-15 5-9-0 55-7-11 5-9-0 6-9-4 7-6-12 28-7-4 7-8-8 21-0-8 6-6-12 49-10-11 6-6-12 13-4-0 0-1-12 1-0-4 0-1-12 55-9-7 0-10-8 56-7-15 0-10-8 0-10-8 2-5-0 40-7-15 2-9-12 43-5-11 4-5-0 33-2-0 5-1-0 38-2-15 5-9-0 55-7-11 5-9-0 6-9-4 6-3-4 28-9-0 6-5-0 49-10-11 6-5-0 13-2-4 9-3-8 22-5-129-4-110-6-01-0-00-1-139-2-149-2-140-1-139-4-11Scale = 1:96.6 Plate Offsets (X, Y):[5:0-3-0,0-2-3], [7:0-2-8,Edge], [11:0-3-0,0-2-3], [22:0-2-12,0-2-12], [23:0-5-12,0-4-0] 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 0.69 Vert(LL)-0.11 25-27 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.43 Vert(CT)-0.22 25-27 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT)0.04 16 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 310 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 26-24:2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except*3-28,20-22,13-17,2-29,14-16:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins, except 2-0-0 oc purlins (5-10-10 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:6-0-0 oc bracing: 25-27,24-25. 1 Row at midpt 8-23, 9-22 WEBS 1 Row at midpt 5-27, 6-25, 10-22, 10-20,10-18 REACTIONS (size)16=0-3-8, 25=0-3-8, 29=0-3-8 Max Horiz 29=-143 (LC 8) Max Uplift 16=-16 (LC 13), 29=-22 (LC 12) Max Grav 16=1244 (LC 26), 25=2635 (LC 1), 29=701 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-148/0, 2-3=-717/70, 3-5=-355/118, 5-6=-206/130, 6-8=-305/111, 8-9=-762/117, 9-10=-761/117, 10-11=-930/126, 11-13=-1236/114, 13-14=-1518/60, 14-15=-174/0 BOT CHORD 1-29=-2/155, 28-29=-120/253, 27-28=-73/547, 25-27=-437/105, 24-25=-28/0, 23-24=0/77, 8-23=-1158/50, 22-23=-49/306, 21-22=0/91, 9-22=-259/64, 20-21=0/44, 18-20=0/922, 17-18=0/1190,16-17=-9/184, 15-16=-9/184 WEBS 3-28=0/193, 3-27=-420/87, 5-27=-281/49, 6-27=0/906, 6-25=-2327/22, 23-25=-805/90, 6-23=0/1542, 8-22=-12/916, 20-22=0/896, 10-22=-328/19, 10-20=-79/78, 10-18=-113/117, 11-18=0/346, 13-18=-349/83, 13-17=-34/138, 2-29=-586/102, 2-28=0/374, 14-16=-1110/89, 14-17=0/1018 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 5-8-0, Interior (1) 5-8-0 to 13-4-0, Exterior(2R) 13-4-0 to 21-4-3, Interior (1) 21-4-3 to 43-3-15, Exterior(2R) 43-3-15 to 51-4-2, Interior (1) 51-4-2 to 56-7-15 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 29 and 16 lb uplift at joint 16. 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 Provenance I53481177T11Hip11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:24 Page: 1 ID:PK37USOoiNk840LYF3Gnp8zMx8a-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x5 =4x5 =3x5 =3x8 =5x6 =3x6 =3x8 =2x4 =3x5 =5x6 =5x8 =3x5 =3x5 =5x8 =3x5 =3x6 =5x6 =3x5 =3x6 =4x5 =3x5 =2x4 =4x5 1 26 25 24 23 22 21 2019 18 17 16 15 14 13212 3 111028 5 6 727 84 9 1-0-4 1-0-4 1-0-4 56-7-15 3-6-4 41-9-11 4-9-0 5-9-4 6-8-14 31-6-10 6-8-14 24-9-12 6-8-14 18-0-14 6-8-14 38-3-8 5-6-12 11-4-0 6-6-2 55-7-11 7-3-13 49-1-9 0-1-12 55-9-7 0-1-12 1-0-4 0-10-8 56-7-15 0-10-8 0-10-8 3-9-8 38-5-4 4-4-14 22-5-12 4-9-0 5-9-4 5-5-0 11-2-4 6-1-0 34-7-12 6-1-0 28-6-12 6-10-10 18-0-14 8-3-4 55-7-11 8-11-3 47-4-710-4-130-6-00-1-137-10-147-10-140-1-138-0-112-4-210-4-13Scale = 1:97.5 Plate Offsets (X, Y):[4:0-3-0,0-2-3], [6:0-3-0,0-3-4], [8:0-4-0,0-2-5], [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 0.57 Vert(LL)-0.12 15-17 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.56 Vert(CT)-0.25 15-17 >989 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT)0.02 14 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 286 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-25,2-26,2-25,12-14:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or5-9-0 oc purlins, except2-0-0 oc purlins (6-0-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-21,18-19. WEBS 1 Row at midpt 5-21, 7-19, 7-18, 8-18, 9-17, 11-14 REACTIONS (size)14=0-3-8, 18=0-3-8, 21=0-3-8, 26=0-3-8 Max Horiz 26=-160 (LC 8) Max Uplift 21=-25 (LC 12) Max Grav 14=841 (LC 1), 18=1350 (LC 1), 21=1527 (LC 25), 26=832 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-105/0, 2-3=-906/19, 3-4=-666/55, 4-5=-479/74, 5-7=-16/322, 7-8=0/243, 8-9=-277/121, 9-11=-811/118, 11-12=-389/84,12-13=-289/0 BOT CHORD 1-26=0/111, 25-26=-137/221, 24-25=-54/698, 22-24=-26/218, 21-22=-26/218, 19-21=-176/92, 18-19=-117/117, 17-18=0/193, 15-17=0/282, 14-15=0/676, 13-14=0/243 WEBS 3-25=-18/110, 3-24=-297/78, 4-24=-23/125, 5-24=-23/433, 5-22=0/228, 5-21=-1007/46, 6-21=-583/44, 6-19=0/213, 7-19=-43/80, 7-18=-448/73, 8-18=-946/0, 8-17=0/462, 9-17=-341/0, 9-15=-53/586, 11-15=-352/165, 2-26=-722/52, 2-25=0/593, 12-14=-317/146, 11-14=-555/0 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 5-9-4, Interior (1) 5-9-4 to 11-4-0, Exterior(2R) 11-4-0 to 17-0-0, Interior (1) 17-0-0 to 41-9-11, Exterior(2R) 41-9-11 to 47-5-11, Interior (1) 47-5-11 to 56-7-15 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 3x5 MT20 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 21. 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 Provenance I53481178T12Roof Special 1 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:25 Page: 1 ID:vG033UgE?33ilqNYm5FnsPzMxDN-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x5 =3x5 =4x5 =5x6 =3x8 =5x10 =3x6 =3x8 =2x4 =3x6 =3x6 =2x4 =3x8 =3x5 =5x8 =2x4 =3x6 =3x8 =5x6 =3x6 =3x5 =4x5 =3x5 =2x4 =4x5 26 1 27 25 24 23 2221 20 19 18 17 16 15 14132 3 12116782859 4 10 1-0-4 1-0-4 1-0-4 56-7-15 2-5-0 14-2-0 4-11-8 5-11-12 6-5-4 28-11-0 5-6-4 41-9-11 5-9-4 11-9-0 7-4-8 36-3-8 6-6-2 55-7-11 8-3-12 22-5-12 7-3-13 49-1-9 0-1-12 55-9-7 0-1-12 1-0-4 0-10-8 56-7-15 0-10-8 0-10-8 1-9-8 36-5-4 5-4-8 41-9-11 5-8-12 34-7-12 6-2-0 7-2-4 6-5-4 28-11-0 6-6-2 55-7-11 6-10-0 14-0-4 7-3-13 49-1-9 8-5-8 22-5-1210-4-130-6-00-1-136-6-146-6-140-1-136-8-111-7-58-4-02-0-1310-4-13Scale = 1:97.5 Plate Offsets (X, Y):[5:0-3-8,0-2-4], [9:0-2-12,0-2-4] 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 0.80 Vert(LL)-0.11 23-25 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.48 Vert(CT)-0.22 23-25 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT)0.02 15 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 278 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 26-3,12-16,2-27,13-15:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or5-6-12 oc purlins, except2-0-0 oc purlins (10-0-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-25, 5-23, 8-23, 8-20, 12-17 REACTIONS (size)15=0-3-8, 20=0-3-8, 23=0-3-8, 27=0-3-8 Max Horiz 27=-160 (LC 8) Max Uplift 23=-53 (LC 12) Max Grav 15=827 (LC 1), 20=1355 (LC 1), 23=1576 (LC 25), 27=814 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-179/0, 2-3=-901/21, 3-4=-543/51, 4-5=-612/73, 5-6=0/379, 6-8=0/378, 8-9=0/332, 9-10=-432/104, 10-12=-471/77, 12-13=-902/22, 13-14=-183/0 BOT CHORD 1-27=0/142, 26-27=-121/253, 25-26=-33/746, 23-25=-12/461, 21-23=-145/120, 20-21=-145/120, 19-20=-111/104,17-19=-110/104, 16-17=0/670,15-16=-13/204, 14-15=-13/204 WEBS 3-26=0/198, 3-25=-396/61, 4-25=-9/372, 5-25=-22/139, 5-23=-1039/42, 6-23=-477/102, 8-23=-441/29, 8-21=0/225, 8-20=-341/20, 9-20=-1030/0, 9-19=0/85, 9-17=0/534, 10-17=-28/154, 12-17=-488/98, 12-16=0/242, 2-27=-667/74, 2-26=0/561, 13-15=-703/77, 13-16=0/470 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 5-11-4, Interior (1) 5-11-4 to 11-9-0, Exterior(2E) 11-9-0 to 14-2-0, Interior (1) 14-2-0 to 41-9-11, Exterior(2R) 41-9-11 to 47-5-11,Interior (1) 47-5-11 to 56-7-15 zone; cantilever left andright exposed ; end vertical left and right exposed;C-Cfor 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 23. 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 Provenance I53481179T13Roof Special 1 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:26 Page: 1 ID:fSsyu9lw8OMd0?_lmQNkFAzMxEa-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x5 =4x5 =3x5 =5x6 =5x8 =5x6 =3x6 =3x5 =3x6 =3x8 =5x6 =3x6 =6x12 =3x6 =3x8 =5x6 =3x6 =3x5 =4x5 =3x5 =2x4 =4x5 1 24 23 22 21 20 19 18 17 16 15 14132 3 6 7 85 9 12112526 4 10 1-0-4 1-0-4 1-0-4 56-7-15 4-5-0 16-2-0 5-9-4 28-3-0 4-11-8 5-11-12 6-0-8 34-3-8 6-3-12 22-5-12 5-9-4 11-9-0 6-6-2 55-7-11 7-3-13 49-1-9 7-6-4 41-9-11 0-1-12 1-0-4 0-1-12 55-9-7 0-2-8 34-7-12 0-10-8 56-7-15 0-10-8 0-10-8 5-9-4 28-3-0 6-2-4 34-5-4 6-5-8 22-5-12 6-6-2 55-7-11 7-2-0 8-2-4 7-2-0 41-9-11 7-3-13 49-1-9 7-10-0 16-0-410-4-130-6-00-1-135-2-145-2-140-1-135-4-112-11-58-4-02-0-1310-4-13Scale = 1:96.8 Plate Offsets (X, Y):[5:0-3-0,0-2-5], [9:0-4-0,0-2-4], [20:0-3-0,0-3-0], [22:0-3-12,0-3-0] 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 0.72 Vert(LL)-0.07 22-23 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.43 Vert(CT)-0.16 22-23 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT)0.02 15 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 263 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 23-3,22-5,6-21,8-20,19-9,12-16,2-24,13-15:2 x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 ocbracing. WEBS 1 Row at midpt 12-17 REACTIONS (size)15=0-3-8, 19=0-3-8, 21=0-3-8, 24=0-3-8 Max Horiz 24=-160 (LC 8) Max Uplift 21=-38 (LC 12) Max Grav 15=874 (LC 1), 19=1284 (LC 1), 21=1567 (LC 25), 24=831 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-210/0, 2-3=-260/52, 3-4=-800/81, 4-5=-628/72, 5-6=-480/14, 6-8=-10/428, 8-9=-5/208, 9-10=-547/96, 10-12=-550/73, 12-13=-969/19, 13-14=-193/0 BOT CHORD 1-24=0/167, 23-24=-65/737, 21-23=-428/473, 19-21=-94/100, 17-19=-241/82, 16-17=0/724, 15-16=-12/215, 14-15=-12/215 WEBS 3-23=-224/122, 4-23=-15/388, 4-22=-61/106, 5-22=-605/96, 6-22=-29/1135, 6-21=-1088/101, 8-21=-544/12, 8-20=0/225, 8-19=-195/52, 9-19=-1022/36, 9-17=0/686, 10-17=-16/199, 12-17=-478/100, 12-16=0/230, 2-24=-227/102, 3-24=-693/0, 13-15=-747/77, 13-16=0/514 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 5-10-15, Interior (1) 5-10-15 to 11-9-0, Exterior(2E) 11-9-0 to 16-2-0, Interior (1) 16-2-0 to 41-9-11, Exterior(2R) 41-9-11 to 47-5-11, Interior (1) 47-5-11 to 56-7-15 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 21. 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 Provenance I53481180T14Roof Special 1 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:27 Page: 1 ID:t5ofW_1w1Gw?Rx_PoXpuMkzMxFV-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =8x12 =2x4 =3x5 =4x5 =5x6 =2x4 =12x16 =5x10 =8x10 =3x8 =MT18HS 10x12 =4x6 =4x5 =2x4 =4x8 =3x8 =3x8 =2x4 =12x16 =3x5 =4x5 =6x8 =6x10 =5x6 =4x5 =3x5 =2x4 =4x6 =6x8 =4x5LUS26LUS26 1 30 32 2933 34 352827 2638 39 40 25 20 44 19 45 18 46 17 16 36 37 23 42 22 43 21 41 24 15 142 3 1345673189101112 3-0-4 35-8-0 3-2-0 38-10-0 3-8-13 28-9-3 3-10-9 25-0-5 3-10-9 32-7-12 3-0-12 6-7-0 3-0-12 41-10-12 3-6-4 3-6-4 3-6-4 45-5-0 4-9-1 21-1-12 4-10-13 16-4-11 4-10-13 11-5-13 0-10-8 45-5-0 0-10-8 0-10-8 2-7-12 3-6-4 2-7-12 44-6-8 2-11-0 6-5-4 2-11-0 41-10-12 3-2-0 35-8-0 3-3-12 38-11-12 3-8-13 28-9-3 3-8-13 25-0-5 3-8-13 32-6-0 4-10-13 16-4-11 4-10-13 21-3-8 5-0-9 11-5-130-6-01-0-04-10-11Scale = 1:75.8 Plate Offsets (X, Y): [1:0-6-0,0-0-2], [1:0-1-13,Edge], [3:0-3-8,0-2-8], [5:0-1-8,0-2-8], [12:0-3-8,0-3-0], [13:0-3-12,0-2-0], [16:0-0-15,0-3-0], [16:Edge,0-3-14], [19:0-4-4,0-2-12], [24:0-8-0,0-6-0], [25:Edge,0-3-8], [26:0-5-0,0-3-12], [27:0-5-12,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 0.86 Vert(LL)-0.63 23-24 >863 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.93 Vert(CT)-1.19 23-24 >455 180 MT18HS 197/144 BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(CT)0.30 16 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 537 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 1650F 1.5E *Except* 1-3,13-16:2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 25-7,11-20:2x4 SPF No.2, 20-16:2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 26-24:2x4 SPF 1650F 1.5E, 19-21,28-3,28-5,24-5,21-12,19-13:2x4 SPF No.2 WEDGE Left: 2x8 SP 2400F 2.0E SLIDER Right 2x6 SPF No.2 -- 1-9-0 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins, except 2-0-0 oc purlins (2-10-9 max.): 3-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 16=0-3-8 Max Horiz 1=-71 (LC 25) Max Uplift 1=-355 (LC 8), 16=-333 (LC 9) Max Grav 1=4490 (LC 1), 16=4342 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-7306/606, 2-3=-7190/638, 3-4=-8725/782, 4-5=-8725/782, 5-7=-15377/1360, 7-8=-14397/1256, 8-10=-14397/1256, 10-11=-11617/1015, 11-12=-11538/1008, 12-13=-7611/674,13-14=-6852/595, 14-16=-7046/572 BOT CHORD 1-30=-531/5877, 29-30=-531/5877, 28-29=-542/5910, 26-28=-949/10593, 25-26=-92/1035, 24-25=-30/450, 7-24=-78/783, 23-24=-1378/15511, 22-23=-1173/13544, 21-22=-1173/13544, 20-21=-1/176, 11-21=-179/54, 19-20=-80/935, 18-19=-437/5665, 17-18=-431/5670, 16-17=-431/5670 WEBS 2-30=-6/74, 2-29=-88/203, 3-29=-119/1139, 24-26=-886/9886, 19-21=-568/7031, 13-18=-80/744, 14-18=-80/134, 14-17=-10/147, 5-26=-1895/206, 12-19=-4711/453, 4-28=-262/95, 3-28=-370/3851, 5-28=-2566/248, 5-24=-507/5798, 8-23=-206/52, 7-23=-1472/188, 10-22=-36/694, 10-23=-138/1198, 10-21=-2624/257, 12-21=-545/6025, 13-19=-329/3407 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0-6-0 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)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333 lb uplift at joint 16 and 355 lb uplift at joint 1. 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. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Use Simpson Strong-Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Girder) or equivalent spaced at 36-1-8 oc max. starting at 4-7-12 from the left end to 40-9-4 to connect truss(es) to front face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. Job Truss Truss Type Qty Ply Epcon Provenance I53481181TG1Hip Girder 1 2Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:28 Page: 1 ID:eHeYMf5dAcDwi5bcosxqkUzMxGi-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 August 4,2022 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. 13)Hanger(s) or other connection device(s) shall beprovided sufficient to support concentrated load(s) 239 lb down and 34 lb up at 6-7-12, 239 lb down and 34 lb up at 7-3-4, 239 lb down and 34 lb up at 8-9-4, 239 lb down and 34 lb up at 10-9-4, 239 lb down and 34 lb up at 12-9-4, 239 lb down and 34 lb up at 14-9-4, 239 lb down and 34 lb up at 16-9-4, 239 lb down and 34 lb up at 18-9-4, 239 lb down and 34 lb up at 20-9-4, 239 lb down and 35 lb up at 22-9-4, 239 lb down and 35 lb up at 24-9-4, 239 lb down and 35 lb up at 26-9-4, 239 lb down and 35 lb up at 28-9-4, 239 lb down and 35 lb up at 30-9-4, 239 lb down and 34 lb up at 32-7-12, 239 lb down and 34 lb up at 34-9-4, and 239 lb down and 34 lb up at 36-9-4, and 239 lb down and 34 lb up at 38-9-4 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, 3-13=-60, 13-16=-60, 1-25=-20, 21-24=-20, 16-20=-20 Concentrated Loads (lb) Vert: 29=-232, 21=-232, 18=-232, 23=-232, 22=-232, 32=-526 (F), 33=-232, 34=-232, 35=-232, 36=-232, 37=-232, 38=-232, 39=-232, 40=-232, 41=-232, 42=-232, 43=-232, 44=-232, 45=-232, 46=-526 (F) Job Truss Truss Type Qty Ply Epcon Provenance I53481181TG1Hip Girder 1 2Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:28 Page: 2 ID:eHeYMf5dAcDwi5bcosxqkUzMxGi-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 =5x10 =2x4 =3x5 =3x5 =5x6 =4x8 =3x5 =4x6 =5x6 =3x5 =3x5 =4x6 =5x8 =3x8 =2x4 =4x6 =4x8 =5x6 =3x5 =3x6 =3x5 =2x4 =5x10 HGUS26-2 31 32 1 30 29 28 27 26 25 2423 22 21 20 19 18 17 16 15 2 6 978 14 3 135 10 12 4 11 3-3-4 18-3-8 3-3-4 15-0-4 4-2-4 22-5-12 3-9-2 7-11-14 4-7-8 32-2-0 3-9-2 11-9-0 4-2-11 4-2-11 5-0-12 27-6-8 4-9-14 36-11-14 4-9-9 51-4-13 4-9-9 46-7-4 4-9-14 41-9-11 5-3-2 56-7-15 0-10-8 0-10-8 0-10-8 56-7-15 2-4-0 34-7-12 2-10-4 41-9-11 3-4-3 4-2-11 3-9-2 7-11-14 3-9-2 11-9-0 4-3-12 38-11-7 4-4-0 22-5-12 4-4-10 55-9-7 4-9-4 32-3-12 4-9-9 51-4-13 4-9-9 46-7-4 5-0-12 27-6-8 6-4-12 18-1-1210-4-130-6-03-11-113-11-114-4-58-4-02-0-1310-4-13Scale = 1:96.8 Plate Offsets (X, Y):[1:0-0-4,0-0-2], [1:0-0-1,0-10-5], [9:0-5-4,0-1-12], [15:0-0-4,0-0-2], [15:0-0-1,0-10-5] 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 0.21 Vert(LL)-0.01 29 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.26 Vert(CT)-0.03 26-28 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT)0.01 15 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 652 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 30-2,29-2,26-6,7-25,8-24,22-9,21-9,14-16:2x 4 SPF Stud WEDGE Left: 2x8 SP 2400F 2.0E Right: 2x8 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 24-25,21-22,20-21. REACTIONS (size)1=0-3-8, 15=0-3-8, 21=0-3-8, 25=0-3-8 Max Horiz 1=-159 (LC 6) Max Uplift 1=-6 (LC 27), 25=-123 (LC 8) Max Grav 1=785 (LC 21), 15=785 (LC 1), 21=1628 (LC 1), 25=2001 (LC 21) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1168/27, 2-3=-898/66, 3-4=-647/94, 4-5=-637/97, 5-6=-435/81, 6-7=-40/582, 7-8=-296/217, 8-9=-36/180, 9-10=-37/532, 10-11=-449/109, 11-12=-445/92, 12-14=-787/49, 14-15=-1143/4 BOT CHORD 1-30=-83/955, 29-30=-83/955, 28-29=-48/750, 26-28=-54/539, 25-26=-73/342, 24-25=-581/54, 22-24=-145/344, 21-22=-192/136, 20-21=-89/169, 18-20=-73/180, 17-18=0/587, 16-17=0/869, 15-16=0/869 WEBS 2-30=0/173, 2-29=-259/46, 3-29=0/237, 3-28=-370/71, 4-28=-53/446, 5-28=-14/78, 5-26=-379/56, 6-26=0/381, 6-25=-1165/44, 7-25=-927/119, 7-24=-96/1069, 8-24=-80/215, 8-22=-515/150, 9-22=-47/319, 9-21=-417/90, 10-21=-1229/0, 10-20=0/115, 10-18=0/448, 11-18=-63/216, 12-18=-507/81, 12-17=0/349, 14-17=-355/62, 14-16=0/218 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)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)All plates are 4x5 MT20 unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 25 and 6 lb uplift at joint 1. 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. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Use Simpson Strong-Tie HGUS26-2 (20-10d Girder, 6-10d Truss) or equivalent at 27-8-8 from the left end to connect truss(es) to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. 13)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 145 lb down and 33 lb up at 23-9-4, and 145 lb down and 33 lb up at 25-9-4 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: 1-4=-60, 4-6=-60, 6-9=-60, 9-11=-60, 11-15=-60, 1-15=-20 Concentrated Loads (lb) Vert: 24=-396 (B), 31=-133, 32=-133 Job Truss Truss Type Qty Ply Epcon Provenance I53481182TG2Roof Special Girder 1 2Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:29 Page: 1 ID:asA03uVuiZ2tJZLCQ3YLF9zMxHT-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x10 =3x10 =5x6 =4x5 =2x4 Special 1 5 4 2 3 2-0-0 6-7-0 4-7-0 4-7-0 0-10-8 0-10-8 2-1-12 6-7-0 3-6-12 4-5-40-6-03-6-113-6-11Scale = 1:34.1 Plate Offsets (X, Y):[1:0-5-4,0-0-6], [1:0-0-1,0-11-5], [2:0-4-4,0-2-4] 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 0.39 Vert(LL)0.00 1-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(CT)-0.01 1-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 33 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x8 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 4= Mechanical Max Horiz 1=77 (LC 5) Max Uplift 1=-18 (LC 8), 4=-66 (LC 5) Max Grav 1=389 (LC 1), 4=546 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-422/42, 2-3=-28/21, 3-4=-56/12 BOT CHORD 1-5=-49/293, 4-5=-47/271 WEBS 2-5=-34/484, 2-4=-536/62 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)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)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 4 and 18 lb uplift at joint 1. 6)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. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 432 lb down and 88 lb up at 4-7-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 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=-432 (F) Job Truss Truss Type Qty Ply Epcon Provenance I53481183TG3Half Hip Girder 2 1Provenance Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:30 Page: 1 ID:V9B3DKiUFHkEPQIWZCNtZEzMxIV-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 5.6612 =3x5 =5x6 =4x5 1 26 25 24 23 22 2120 19 18 17 16 15 14 227 3 4 5 6 7 8 9 10 2811 12 13 0-5-3 0-5-3 8-3-3 17-9-0 9-0-10 9-5-13 17-9-010-2-140-0-410-2-146-0-7Scale = 1:57.7 Plate Offsets (X, Y):[7:0-3-0,0-1-3], [20:0-1-12,0-1-4] 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 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horiz(TL)0.00 14 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 124 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except*23-5,24-4,25-3,26-2:2x4 SPF Stud 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. WEBS 1 Row at midpt 12-15, 11-16, 13-14 REACTIONS (size)1=17-9-0, 14=17-9-0, 15=17-9-0, 16=17-9-0, 17=17-9-0, 18=17-9-0, 19=17-9-0, 21=17-9-0, 22=17-9-0, 23=17-9-0, 24=17-9-0, 25=17-9-0, 26=17-9-0 Max Horiz 1=245 (LC 12) Max Uplift 14=-4 (LC 12), 15=-7 (LC 12), 16=-9 (LC 12), 17=-8 (LC 12), 18=-8 (LC 12), 19=-13 (LC 12), 21=-27 (LC 12), 22=-13 (LC 12), 23=-16 (LC 12), 24=-16 (LC 12), 25=-11 (LC 12), 26=-31 (LC 12) Max Grav 1=149 (LC 12), 14=39 (LC 1), 15=107 (LC 1), 16=109 (LC 1), 17=107 (LC 1), 18=104 (LC 1), 19=120 (LC 1), 21=99 (LC 1), 22=100 (LC 1), 23=105 (LC 1), 24=116 (LC 1), 25=64 (LC 1), 26=213 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-281/185, 2-3=-231/145, 3-4=-210/136, 4-5=-183/117, 5-6=-156/100, 6-7=-131/83, 7-8=-104/67, 8-9=-83/53, 9-10=-66/42, 10-11=-49/31, 11-12=-30/19, 12-13=-18/10 BOT CHORD 1-26=-2/3, 25-26=-2/3, 24-25=-2/3, 23-24=-2/3, 22-23=-2/3, 21-22=-2/3, 19-21=0/0, 18-19=0/0, 17-18=0/0, 16-17=0/0, 15-16=0/0, 14-15=0/0 WEBS 10-17=-80/25, 7-21=-72/44, 12-15=-79/29, 11-16=-82/29, 9-18=-78/24, 8-19=-94/29, 6-22=-74/29, 5-23=-80/32, 4-24=-85/34, 3-25=-53/22, 2-26=-151/66, 13-14=-30/11 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) 0-5-12 to 3-5-12, Interior (1) 3-5-12 to 17-7-10 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 requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 14, 8 lb uplift at joint 17, 27 lb uplift at joint 21, 7 lb uplift at joint 15, 9 lb uplift at joint 16, 8 lb uplift at joint 18, 13 lb uplift at joint 19, 13 lb uplift at joint 22, 16 lb uplift at joint 23, 16 lb uplift at joint 24, 11 lb uplift at joint 25 and 31 lb uplift at joint 26. 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 Provenance I53481184V1Valley11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:31 Page: 1 ID:srTXiDZy4bDxzaOCsh924izMxIh-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 5.6612 =3x5 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =3x5 =3x5 =3x5 1 10 9 8 7 2 3 4 5 6 3-5-3 15-9-0 12-3-12 12-3-12 15-9-09-10-30-0-49-10-3Scale = 1:62 Plate Offsets (X, Y):[5:0-2-8,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 0.33 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.15 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horiz(TL)0.00 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 65 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 *Except* 8-4:2x4 SPF No.2 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. WEBS 1 Row at midpt 6-7 REACTIONS (size)1=15-9-0, 7=15-9-0, 8=15-9-0, 9=15-9-0, 10=15-9-0 Max Horiz 1=232 (LC 9) Max Uplift 1=-6 (LC 8), 7=-17 (LC 9), 8=-37 (LC 12), 9=-49 (LC 12), 10=-48 (LC 12) Max Grav 1=153 (LC 20), 7=129 (LC 1), 8=341 (LC 1), 9=319 (LC 19), 10=326 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-357/212, 2-3=-278/178, 3-4=-199/149, 4-5=-127/75, 5-6=-104/92, 6-7=-96/53 BOT CHORD 1-10=-95/105, 9-10=-95/105, 8-9=-95/105, 7-8=-95/105 WEBS 4-8=-255/146, 3-9=-240/113, 2-10=-239/106 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 3-9-6, Interior (1) 3-9-6 to 15-7-10 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 6 lb uplift at joint 1, 17 lb uplift at joint 7, 37 lb uplift at joint 8, 49 lb uplift at joint 9 and 48 lb uplift at joint 10. 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 Provenance I53481185V2Valley11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:31 Page: 1 ID:KmVULlNwrgCD2797wKsIRKzMxIx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x5 =2x4 =2x4 =3x5 =3x5 1 8 7 6 2 3 4 5 13-9-0 13-9-09-2-40-0-49-2-4Scale = 1:54.2 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)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.19 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horiz(TL)0.00 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 137 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 8-2:2x4 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. WEBS 1 Row at midpt 5-6 REACTIONS (size)1=13-9-0, 6=13-9-0, 7=13-9-0, 8=13-9-0 Max Horiz 1=212 (LC 9) Max Uplift 6=-24 (LC 9), 7=-46 (LC 12), 8=-65 (LC 12) Max Grav 1=204 (LC 20), 6=147 (LC 19), 7=304 (LC 1), 8=439 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-287/243, 2-4=-192/166, 4-5=-131/105, 5-6=-107/62 BOT CHORD 1-8=-89/99, 7-8=-89/99, 6-7=-89/99 WEBS 4-7=-237/103, 2-8=-318/125 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 13-7-10 zone; cantilever left and rightexposed ; end vertical left and right exposed;C-C formembers 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 24 lb uplift at joint 6, 46 lb uplift at joint 7 and 65 lb uplift at joint 8. 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 Provenance I53481186V3Valley11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:32 Page: 1 ID:KmVULlNwrgCD2797wKsIRKzMxIx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 3 4 11-9-0 11-9-07-10-40-0-47-10-4Scale = 1:48.6 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 0.33 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 0.14 Horiz(TL)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 45 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 (size)1=11-9-0, 5=11-9-0, 6=11-9-0, 7=11-9-0 Max Horiz 1=180 (LC 9) Max Uplift 1=-8 (LC 8), 5=-20 (LC 9), 6=-9 (LC 12), 7=-46 (LC 12) Max Grav 1=137 (LC 20), 5=132 (LC 19), 6=354 (LC 1), 7=316 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-260/188, 2-3=-199/151, 3-4=-129/98, 4-5=-101/78 BOT CHORD 1-7=-78/86, 6-7=-78/86, 5-6=-78/86 WEBS 3-6=-265/109, 2-7=-237/94 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) 0-5-12 to 3-9-6, Interior (1) 3-9-6 to 11-7-10 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 8 lb uplift at joint 1, 20 lb uplift at joint 5, 9 lb uplift at joint 6 and 46 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 Provenance I53481187V4Valley11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:32 Page: 1 ID:KmVULlNwrgCD2797wKsIRKzMxIx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =2x4 =2x4 1 7 6 5 2 8 9 3 4 9-11-8 9-11-86-7-140-0-46-7-14Scale = 1:41 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 0.22 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 0.09 Horiz(TL)0.00 5 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 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 (size)1=9-11-8, 5=9-11-8, 6=9-11-8, 7=9-11-8 Max Horiz 1=151 (LC 9) Max Uplift 1=-42 (LC 10), 5=-16 (LC 9), 6=-26 (LC 12), 7=-44 (LC 12) Max Grav 1=80 (LC 9), 5=128 (LC 19), 6=364 (LC 1), 7=254 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-245/172, 2-3=-200/148, 3-4=-120/89, 4-5=-98/76 BOT CHORD 1-7=-67/74, 6-7=-67/74, 5-6=-67/74 WEBS 3-6=-273/123, 2-7=-191/82 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 9-10-2 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 42 lb uplift at joint 1, 16 lb uplift at joint 5, 26 lb uplift at joint 6 and 44 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 Provenance I53481188V5Valley11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:32 Page: 1 ID:KmVULlNwrgCD2797wKsIRKzMxIx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 5.6612 =3x5 =3x5 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 1 10 9 8 7 2 3 4 5 11 6 3-1-3 3-1-3 12-10-5 15-11-8 15-11-88-1-120-0-48-1-12Scale = 1:51.4 Plate Offsets (X, Y):[2:0-2-8,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 0.22 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 0.16 Horiz(TL)0.00 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 60 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 *Except* 8-5:2x4 SPF No.2 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. WEBS 1 Row at midpt 6-7 REACTIONS (size)1=15-11-8, 7=15-11-8, 8=15-11-8, 9=15-11-8, 10=15-11-8 Max Horiz 1=197 (LC 9) Max Uplift 7=-11 (LC 9), 8=-29 (LC 12), 9=-20 (LC 12), 10=-55 (LC 12) Max Grav 1=148 (LC 20), 7=127 (LC 1), 8=346 (LC 1), 9=310 (LC 1), 10=337 (LC 1) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=-283/160, 2-3=-259/163, 3-4=-200/129, 4-5=-152/113, 5-6=-107/76, 6-7=-94/51 BOT CHORD 1-10=-77/86, 9-10=-77/86, 8-9=-77/86,7-8=-77/86 WEBS 5-8=-260/106, 4-9=-234/78, 3-10=-248/128 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 3-1-9, Interior (1) 3-1-9 to 15-10-2 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)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 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 11 lb uplift at joint 7, 29 lb uplift at joint 8, 20 lb uplift at joint 9 and 55 lb uplift at joint 10. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Epcon Provenance I53481189V6Valley11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:33 Page: 1 ID:KmVULlNwrgCD2797wKsIRKzMxIx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 5.6612 =3x5 =2x4 =2x4 =2x4 =5x8 =2x4 =2x4 1 7 6 5 8 2 3 9 4 3-10-12 11-11-8 8-0-11 8-0-11 11-11-87-2-120-0-47-2-12Scale = 1:47.2 Plate Offsets (X, Y):[3:0-4-0,0-1-1] 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 0.11 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horiz(TL)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 45 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 or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)1=11-11-8, 5=11-11-8, 6=11-11-8, 7=11-11-8 Max Horiz 1=169 (LC 9) Max Uplift 5=-12 (LC 9), 6=-22 (LC 12), 7=-65 (LC 12) Max Grav 1=132 (LC 20), 5=143 (LC 1), 6=299 (LC 1), 7=368 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-282/182, 2-3=-183/124, 3-4=-93/85,4-5=-113/75 BOT CHORD 1-7=-74/81, 6-7=-74/81, 5-6=-72/79 WEBS 3-6=-212/120, 2-7=-287/151 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 11-10-2 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 12 lb uplift at joint 5, 22 lb uplift at joint 6 and 65 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 Provenance I53481190V7Valley11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:33 Page: 1 ID:KmVULlNwrgCD2797wKsIRKzMxIx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 5.6612 =3x5 =2x4 =2x4 =3x5 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 1 10 9 8 7 2 11 3 4 5 12 6 5-2-12 5-2-12 8-8-11 13-11-8 13-11-87-7-70-0-47-7-7Scale = 1:50.2 Plate Offsets (X, Y):[3:0-2-8,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 0.20 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 0.13 Horiz(TL)0.00 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 52 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 *Except* 8-5:2x4 SPF No.2 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 (size)1=13-11-8, 7=13-11-8, 8=13-11-8, 9=13-11-8, 10=13-11-8 Max Horiz 1=182 (LC 9) Max Uplift 1=-21 (LC 10), 7=-11 (LC 9), 8=-24 (LC 12), 9=-44 (LC 12), 10=-44 (LC 12) Max Grav 1=99 (LC 9), 7=127 (LC 1), 8=343 (LC 1), 9=323 (LC 1), 10=271 (LC 19) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=-304/178, 2-3=-236/139, 3-4=-208/142, 4-5=-151/110, 5-6=-104/75, 6-7=-95/56 BOT CHORD 1-10=-73/81, 9-10=-73/81, 8-9=-73/81,7-8=-73/81 WEBS 5-8=-258/103, 4-9=-242/123, 2-10=-206/108 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 13-10-2 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)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 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 21 lb uplift at joint 1, 11 lb uplift at joint 7, 24 lb uplift at joint 8, 44 lb uplift at joint 9 and 44 lb uplift at joint 10. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Epcon Provenance I53481191V8Valley11ProvenanceJob Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:57:33 Page: 1 ID:KmVULlNwrgCD2797wKsIRKzMxIx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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