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HomeMy WebLinkAboutTRUSS SEALS16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Carter Components (Pittsboro, IN). July 2,2020 Liu, Xuegang Pages or sheets covered by this seal: I41905262 thru I41905287 My license renewal date for the state of Indiana is July 31, 2022. 20060204-C Culver Res OYL136-Roof Trusses-8/12 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 412 Sheet Back1 Ply 7/16" 4x8 OSB =3x5 =3x8 =3x5 =3x5 =3x5 =3x5 1 2 28 27 26 25 2423 22 21 20 19 18 17 16 3 4 5 6 7 8 9 10 11 12 13 14 15 1-0-8 -1-0-8 18-10-0 18-10-0 2-8-0 18-10-0 16-2-0 16-2-06-11-30-7-16-10-6Scale = 1:50.3 Plate Offsets (X, Y):[2:Edge,0-1-7], [2:0-3-6,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)-0.01 2-28 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.21 Vert(CT)-0.02 2-28 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT)0.00 18 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 191 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* 17-14,18-13:2x4 SPFNo.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 6-0-0 ocbracing. REACTIONS (size)2=15-10-0, 18=0-3-8, 19=15-10-0, 20=15-10-0, 21=15-10-0, 22=15-10-0, 24=15-10-0, 25=15-10-0, 26=15-10-0, 27=15-10-0, 28=15-10-0 Max Horiz 2=205 (LC 9) Max Uplift 18=-91 (LC 9), 19=-109 (LC 1), 20=-9 (LC 9), 21=-11 (LC 8), 22=-10 (LC 12), 24=-10 (LC 12), 25=-11 (LC 8), 26=-11 (LC 12), 27=-24 (LC 3), 28=-42 (LC 12) Max Grav 2=204 (LC 1), 18=437 (LC 1), 19=64 (LC 9), 20=150 (LC 1), 21=98 (LC 1), 22=109 (LC 1), 24=107 (LC 1), 25=102 (LC 1), 26=133 (LC 1), 28=345 (LC 1) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=0/4, 2-3=-301/161, 3-4=-234/119, 4-5=-228/128, 5-6=-209/121, 6-7=-192/116, 7-8=-174/111, 8-9=-156/98, 9-10=-152/105, 10-11=-138/100, 11-12=-118/92, 12-13=-126/108, 13-14=-83/85, 14-15=-64/70, 15-16=-37/36 BOT CHORD 2-28=-76/94, 27-28=-76/94, 26-27=-76/94, 25-26=-76/94, 24-25=-76/94, 23-24=-76/94, 22-23=-76/94, 21-22=-76/94, 20-21=-76/94, 19-20=-76/94, 18-19=-76/94, 17-18=-76/94, 16-17=-76/94 WEBS 14-17=-71/45, 13-18=-216/168, 12-19=-42/34, 11-20=-88/48, 10-21=-81/41, 8-22=-80/40, 7-24=-80/40, 6-25=-78/39, 5-26=-95/47, 4-27=0/7, 3-28=-242/137 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-0-8 to 2-5-8, Exterior(2N) 2-5-8 to 18-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 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 Culver Res OYL136-Roof Trusses-8/12 I41905262FB1Monopitch Supported Gable 1 120060204-C Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Thu Jul 02 15:02:17 Page: 1 ID:tkEW5KhEPw0CaxREIvtBfwz0A1t-_5EPpfeYNxlxDtrZceb6QbG9kocfgC2811lQb7z03qq One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 18, 19, 20,21, 22, 24, 25, 26, 27, and 28. This connection is foruplift only and does not consider lateral forces.N/A July 2,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 412 =4x5 =3x8 =2x4 =3x5 =3x5 =3x5 =3x5 =3x5 =3x6 =2x4 1 2 10 9 8 7 11 3 4 5 12 6 1-0-8 -1-0-8 6-2-0 12-4-8 6-2-7 6-2-7 6-5-8 18-10-0 0-1-12 15-2-0 3-8-0 18-10-0 7-5-15 15-0-4 7-6-6 7-6-66-11-30-7-16-10-6Scale = 1:50.7 Plate Offsets (X, Y):[2:Edge,0-1-15], [2:0-3-6,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 0.43 Vert(LL)-0.07 2-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.51 Vert(CT)-0.17 2-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT)0.01 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 77 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 10-3,8-5:2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 8=0-3-8 Max Horiz 2=205 (LC 9) Max Uplift 2=-46 (LC 8), 8=-75 (LC 12) Max Grav 2=633 (LC 1), 8=922 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/4, 2-11=-1017/15, 3-11=-960/31, 3-4=-824/10, 4-5=-717/31, 5-12=-206/139, 6-12=-191/170, 6-7=-87/36 BOT CHORD 2-10=-79/894, 9-10=-25/235, 8-9=-25/235, 7-8=-71/78 WEBS 3-10=-324/121, 5-10=-10/666, 5-8=-677/134, 6-8=-251/232 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-8 to 2-5-8, Interior (1) 2-5-8 to 18-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 2 and 75 lb uplift at joint 8. 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 Culver Res OYL136-Roof Trusses-8/12 I41905263E1Monopitch2120060204-C Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Thu Jul 02 15:02:17 Page: 1 ID:XpR2dJEa?9BR_4ICU14250z09vQ-_5EPpfeYNxlxDtrZceb6QbG5noXtg7r811lQb7z03qq July 2,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 412 =3x5 =3x6 =2x4 =2x4 1 2 4 3 1-0-8 -1-0-8 7-10-0 7-10-0 0-1-8 7-10-0 7-8-8 7-8-83-3-30-7-12-10-140-3-8Scale = 1:34.4 Plate Offsets (X, Y):[2:Edge,0-1-7], [2:0-1-14,0-5-15] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL)-0.19 2-4 >466 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.64 Vert(CT)-0.39 2-4 >233 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 24 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied,except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 4=0-1-8 Max Horiz 2=90 (LC 9) Max Uplift 2=-44 (LC 8), 4=-24 (LC 12) Max Grav 2=379 (LC 1), 4=296 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/4, 2-3=-114/77, 3-4=-221/175 BOT CHORD 2-4=-37/40 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-8 to 2-5-8, Interior (1) 2-5-8 to 7-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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)One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 4. This connection is for uplift only and does not consider lateral forces. 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 Culver Res OYL136-Roof Trusses-8/12 I41905264M1Monopitch1120060204-C Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Thu Jul 02 15:02:19 Page: 1 ID:UBYo2?FrXmR9DNRbcS7WARz09vO-xUMAELgpuZ0fSA?yj3daV0LJ5cCP87RRULEXg0z03qo July 2,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 412 =3x5 =3x6 =2x4 =2x4 1 2 4 3 1-0-8 -1-0-8 5-10-0 5-10-0 0-1-8 5-10-0 5-8-8 5-8-82-7-30-7-12-2-140-3-8Scale = 1:31.9 Plate Offsets (X, Y):[2:Edge,0-1-7], [2:0-1-14,0-5-15] 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)-0.06 2-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.35 Vert(CT)-0.11 2-4 >588 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 18 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or5-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 4=0-1-8 Max Horiz 2=69 (LC 9) Max Uplift 2=-42 (LC 8), 4=-18 (LC 12) Max Grav 2=301 (LC 1), 4=214 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/4, 2-3=-89/62, 3-4=-159/131 BOT CHORD 2-4=-29/32 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-8 to 2-5-8, Interior (1) 2-5-8 to 5-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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)One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 4. This connection is for uplift only and does not consider lateral forces. 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 Culver Res OYL136-Roof Trusses-8/12 I41905265O1Monopitch4120060204-C Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Thu Jul 02 15:02:20 Page: 1 ID:UBYo2?FrXmR9DNRbcS7WARz09vO-PgwYRhhRfs8W4Ka8Hn9p2DubR0c7sahaj?z4CSz03qn July 2,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 412 Sheet Front 1 Ply 7/16" 4x8 OSB =3x5 =3x6 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 1 2 10 9 8 7 3 4 5 6 1-0-8 -1-0-8 7-10-0 7-10-0 7-10-03-3-30-7-13-2-6Scale = 1:31.8 Plate Offsets (X, Y):[2:Edge,0-1-7], [2:0-1-14,0-5-15] 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 0.07 Horz(CT)0.00 7 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 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 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 10-0-0 oc bracing. REACTIONS (size)2=7-10-0, 7=7-10-0, 8=7-10-0, 9=7-10-0, 10=7-10-0 Max Horiz 2=90 (LC 9) Max Uplift 2=-23 (LC 8), 7=-5 (LC 9), 8=-10 (LC 12), 9=-6 (LC 8), 10=-33 (LC 12) Max Grav 2=198 (LC 1), 7=35 (LC 1), 8=131 (LC 1), 9=7 (LC 1), 10=307 (LC 1) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=0/4, 2-3=-181/96, 3-4=-80/49, 4-5=-73/56, 5-6=-41/43, 6-7=-29/34 BOT CHORD 2-10=-37/48, 9-10=-37/48, 8-9=-37/48,7-8=-37/48 WEBS 5-8=-95/93, 4-9=-12/10, 3-10=-223/239 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-0-8 to 2-5-8, Exterior(2N) 2-5-8 to 7-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 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) 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 Culver Res OYL136-Roof Trusses-8/12 I41905266NB1Monopitch Supported Gable 1 120060204-C Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Thu Jul 02 15:02:19 Page: 1 ID:UBYo2?FrXmR9DNRbcS7WARz09vO-xUMAELgpuZ0fSA?yj3daV0LVrcKq86IRULEXg0z03qo N/A July 2,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 612 Sheet Back 1 Ply 7/16" 4x8 OSB =3x6 =2x4 =4x8 =2x4 =2x4 1 7 2 6 5 3 8 4 1-0-8 -1-0-8 2-11-8 2-11-8 2-11-82-3-150-9-22-2-14Scale = 1:31.4 Plate Offsets (X, Y):[2:0-1-8,0-0-7] 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 0.06 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 19 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 1-8-10 BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=2-11-8, 5=2-11-8, 6=2-11-8 Max Horiz 2=55 (LC 9) Max Uplift 2=-3 (LC 12), 5=-5 (LC 9), 6=-23 (LC 12) Max Grav 2=140 (LC 1), 5=37 (LC 1), 6=111 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-7=0/1, 2-7=0/4, 2-3=-147/69, 3-8=-44/34, 4-8=-40/38, 4-5=-34/49 BOT CHORD 2-6=-25/34, 5-6=-25/34 WEBS 3-6=-77/168 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-0-8 to 2-5-8, Exterior(2N) 2-5-8 to 2-9-12 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 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 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) 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 Culver Res OYL136-Roof Trusses-8/12 I41905267QB1Monopitch Supported Gable 1 120060204-C Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Thu Jul 02 15:02:20 Page: 1 ID:UBYo2?FrXmR9DNRbcS7WARz09vO-PgwYRhhRfs8W4Ka8Hn9p2Duiq0hJsataj?z4CSz03qn N/A July 2,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 612 =3x5 =3x5 =2x4 =2x4 1 6 2 5 3 7 4 1-0-8 -1-0-8 2-11-8 2-11-8 0-1-8 2-11-8 2-10-0 2-10-02-3-150-9-21-11-60-3-8Scale = 1:30.7 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 0.10 Vert(LL)0.00 2-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT)-0.01 2-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 12 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 1-7-2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 5=0-1-8 Max Horiz 2=55 (LC 9) Max Uplift 2=-13 (LC 12), 5=-13 (LC 12) Max Grav 2=187 (LC 1), 5=101 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=0/1, 2-6=0/4, 2-3=-74/36, 3-7=-64/38, 4-7=-58/48, 4-5=-75/90 BOT CHORD 2-5=-25/27 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-8 to 2-5-8, Interior (1) 2-5-8 to 2-9-12 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) 5 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) 5. 5)One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 5. This connection is for uplift only and does not consider lateral forces. 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 Culver Res OYL136-Roof Trusses-8/12 I41905268P1Monopitch9120060204-C Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Thu Jul 02 15:02:20 Page: 1 ID:UBYo2?FrXmR9DNRbcS7WARz09vO-PgwYRhhRfs8W4Ka8Hn9p2DuhF0gPsahaj?z4CSz03qn July 2,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 812 Sheet Front1 Ply 7/16" 4x8 OSB =3x8 =5x6 =4x6 =5x6 =4x5 =5x6 =4x6 1 2 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 3 27 4 26 5 25 6 24 7 23 8 22 9 211020 11 19 12 18 13 17 14 16 15 1-0-8 -1-0-8 16-0-0 32-0-0 16-0-0 16-0-0 32-0-011-8-90-11-311-7-3Scale = 1:70.1 Plate Offsets (X, Y):[2:0-2-0,0-0-1], [3:0-2-2,0-2-4], [10:0-2-4,0-2-4], [20:0-2-4,0-2-4], [38:0-3-0,0-3-0], [44:0-3-0,0-3-0] 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 0.09 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.01 29 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 502 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF No.2 *Except*48-7,49-6,50-5,51-4,52-3,34-23,33-24,32-25,31-26,30-27:2x4 SPF Stud SLIDER Left 2x6 SPF No.2 -- 1-7-1 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 15-41, 14-42, 13-43, 12-44, 16-40, 17-39, 18-38 REACTIONS (size)2=32-0-0, 29=32-0-0, 30=32-0-0, 31=32-0-0, 32=32-0-0, 33=32-0-0, 34=32-0-0, 35=32-0-0, 36=32-0-0, 37=32-0-0, 38=32-0-0, 39=32-0-0, 40=32-0-0, 41=32-0-0, 42=32-0-0, 43=32-0-0, 44=32-0-0, 45=32-0-0, 46=32-0-0, 47=32-0-0, 48=32-0-0, 49=32-0-0, 50=32-0-0, 51=32-0-0, 52=32-0-0 Max Horiz 2=215 (LC 11) Max Uplift 2=-120 (LC 8), 29=-42 (LC 11), 30=-115 (LC 13), 31=-4 (LC 13), 32=-28 (LC 13), 33=-23 (LC 13), 34=-23 (LC 13), 35=-24 (LC 13),36=-23 (LC 13), 37=-25 (LC 13),38=-22 (LC 13), 39=-34 (LC 13),41=-19 (LC 11), 42=-2 (LC 12),43=-30 (LC 12), 44=-23 (LC 12),45=-24 (LC 12), 46=-23 (LC 12), 47=-24 (LC 12), 48=-23 (LC 12), 49=-24 (LC 12), 50=-22 (LC 12), 51=-27 (LC 12), 52=-97 (LC 12) Max Grav 2=227 (LC 20), 29=138 (LC 13), 30=143 (LC 20), 31=107 (LC 1), 32=110 (LC 20), 33=108 (LC 20), 34=107 (LC 20), 35=109 (LC 20), 36=108 (LC 20), 37=107 (LC 20), 38=108 (LC 20), 39=113 (LC 20), 40=108 (LC 26), 41=210 (LC 13), 42=115 (LC 19), 43=109 (LC 25), 44=108 (LC 19), 45=107 (LC 19), 46=108 (LC 19), 47=109 (LC 19), 48=107 (LC 19), 49=109 (LC 19), 50=108 (LC 19), 51=111 (LC 19), 52=141 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/5, 2-3=-262/225, 3-4=-188/171, 4-5=-169/158, 5-6=-159/148, 6-7=-151/146, 7-8=-142/144, 8-9=-133/146, 9-10=-125/156, 10-11=-117/164, 11-12=-116/181, 12-13=-118/199, 13-14=-138/221, 14-15=-143/228, 15-16=-143/228, 16-17=-138/216, 17-18=-118/182, 18-19=-101/153, 19-20=-77/124, 20-21=-84/116, 21-22=-67/95, 22-23=-50/66, 23-24=-39/40, 24-25=-45/24, 25-26=-62/34, 26-27=-86/43, 27-28=-138/68, 28-29=-90/29 BOT CHORD 2-52=-58/99, 51-52=-58/99, 50-51=-58/99, 49-50=-58/99, 48-49=-58/99, 47-48=-58/99, 46-47=-58/99, 45-46=-58/99, 44-45=-58/99, 43-44=-58/99, 42-43=-58/99, 41-42=-58/99, 40-41=-58/99, 39-40=-58/99, 38-39=-58/99, 37-38=-58/99, 36-37=-58/99, 35-36=-58/99, 34-35=-58/99, 33-34=-58/99, 32-33=-58/99, 31-32=-58/99, 30-31=-58/99, 29-30=-58/99 WEBS 15-41=-197/100, 14-42=-88/18, 13-43=-81/47, 12-44=-82/39, 11-45=-82/39, 9-46=-81/39, 8-47=-82/40, 7-48=-81/39, 6-49=-82/40, 5-50=-81/38, 4-51=-85/43, 3-52=-113/111, 16-40=-82/8, 17-39=-85/50, 18-38=-81/38, 19-37=-82/40, 21-36=-81/39, 22-35=-82/40, 23-34=-81/39, 24-33=-82/39, 25-32=-82/40, 26-31=-80/32, 27-30=-97/80 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-0-8 to 2-8-0, Exterior(2N) 2-8-0 to 16-0-0, Corner(3R) 16-0-0 to 19-6-0, Exterior(2N) 19-6-0 to 31-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Job Truss Truss Type Qty Ply Culver Res OYL136-Roof Trusses-8/12 I41905269DB1Common Supported Gable 1 120060204-C Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Thu Jul 02 15:02:16 Page: 1 ID:Reir4kzjA6o_iVJBAssfahz0A5N-2i6fO_dIrKVD_ZhBUDZeLAAqb?yNCIgrakGJWFz03qs Continued on page 2 July 2,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 3) Truss designed for wind loads in the plane of the trussonly. 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 bottomchord live load nonconcurrent with any other live loads. 8) 9)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Culver Res OYL136-Roof Trusses-8/12 I41905269DB1Common Supported Gable 1 120060204-C Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Thu Jul 02 15:02:16 Page: 2 ID:Reir4kzjA6o_iVJBAssfahz0A5N-2i6fO_dIrKVD_ZhBUDZeLAAqb?yNCIgrakGJWFz03qs N/A 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 812 =5x8 =4x5 =4x5 =2x4 =3x5 =3x5 =3x5 =5x6 =3x8 =3x5 =3x5 =3x5 =2x4 =4x5 =4x5 =5x8 1 2 15 14 13 12 11 10 3 9 4 8 5 7 16 17 6 1-0-8 -1-0-8 7-10-4 23-10-4 7-10-4 16-0-0 8-1-12 8-1-12 8-1-12 32-0-0 7-10-4 23-10-4 7-10-4 16-0-0 8-1-12 32-0-0 8-1-12 8-1-1211-8-90-11-311-7-3Scale = 1:71.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL)-0.11 10-11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.61 Vert(CT)-0.23 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT)0.07 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 148 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -- 4-11-10, Right 2x6 SPFNo.2 -- 4-11-10 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-13, 4-13 REACTIONS (size)2=0-3-8, 10=0-3-8 Max Horiz 2=208 (LC 11) Max Uplift 2=-14 (LC 12), 10=-1 (LC 13) Max Grav 2=1344 (LC 1), 10=1279 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/5, 2-3=-1773/0, 3-4=-1544/28, 4-5=-1256/63, 5-16=-1120/86, 6-16=-1111/110, 6-17=-1111/110, 7-17=-1120/87, 7-8=-1256/63, 8-9=-1546/29, 9-10=-1775/0 BOT CHORD 2-15=-50/1344, 14-15=-50/1344, 13-14=-50/1344, 12-13=0/1347, 11-12=0/1347, 10-11=0/1347 WEBS 6-13=-7/790, 8-13=-554/159, 8-11=0/337, 4-13=-549/158, 4-15=0/336 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-8 to 2-5-8, Interior (1) 2-5-8 to 16-0-0, Exterior(2R) 16-0-0 to 19-6-0, Interior (1) 19-6-0 to 32-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 10. This connection is for uplift only and does not consider lateral forces. 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 Culver Res OYL136-Roof Trusses-8/12 I41905270C1Common9120060204-C Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Thu Jul 02 15:02:15 Page: 1 ID:bQJHDdCKUXwjkm8qNc2a?bz09vS-2i6fO_dIrKVD_ZhBUDZeLAAe0?qrCGWrakGJWFz03qs July 2,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 812 =5x8 =4x5 =4x5 =2x4 =3x5 =3x5 =3x5 =5x6 =3x8 =3x5 =3x5 =3x5 =2x4 =4x5 =4x5 =5x8 1 112 16 15 14 13 12 10 3 9 4 8 5 7 17 18 6 1-0-8 -1-0-8 1-0-8 33-0-8 7-10-4 23-10-4 7-10-4 16-0-0 8-1-12 8-1-12 8-1-12 32-0-0 7-10-4 23-10-4 7-10-4 16-0-0 8-1-12 32-0-0 8-1-12 8-1-1211-8-90-11-311-7-3Scale = 1:71.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL)-0.11 10-12 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.61 Vert(CT)-0.23 2-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT)0.07 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 149 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -- 4-11-10, Right 2x6 SPFNo.2 -- 4-11-10 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-14, 4-14 REACTIONS (size)2=0-3-8, 10=0-3-8 Max Horiz 2=209 (LC 11) Max Uplift 2=-14 (LC 12), 10=-14 (LC 13) Max Grav 2=1343 (LC 1), 10=1343 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/5, 2-3=-1772/0, 3-4=-1542/27, 4-5=-1254/63, 5-17=-1118/86, 6-17=-1109/110, 6-18=-1109/110, 7-18=-1118/86, 7-8=-1254/63, 8-9=-1542/27, 9-10=-1771/0, 10-11=0/5 BOT CHORD 2-16=-49/1342, 15-16=-49/1342, 14-15=-49/1342, 13-14=0/1342, 12-13=0/1342, 10-12=0/1342 WEBS 6-14=-6/788, 8-14=-550/158, 8-12=0/336, 4-14=-549/158, 4-16=0/336 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-8 to 2-5-8, Interior (1) 2-5-8 to 16-0-0, Exterior(2R) 16-0-0 to 19-6-0, Interior (1) 19-6-0 to 33-0-8 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 10. This connection is for uplift only and does not consider lateral forces. 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 Culver Res OYL136-Roof Trusses-8/12 I41905271A1Common3120060204-C Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Thu Jul 02 15:02:13 Page: 1 ID:7Elv?HBijEos6cZdpvXLTNz09vT-Axt8Zcann5?oVyOQFOUiBK0z2NT_GTZFf6I6NUz03qw July 2,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 812 =5x8 =4x5 =4x5 =2x4 =3x5 =3x5 =3x5 =5x6 =3x8 =3x5 =3x5 =3x5 =2x4 =4x5 =4x5 =5x8 1 2 15 14 13 12 11 10 3 9 4 8 5 7 16 17 6 1-0-8 -1-0-8 7-10-4 23-10-4 7-10-4 16-0-0 8-1-12 8-1-12 8-1-12 32-0-0 7-10-4 23-10-4 7-10-4 16-0-0 8-1-12 32-0-0 8-1-12 8-1-1211-8-90-11-311-7-3Scale = 1:71.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL)-0.11 10-11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.61 Vert(CT)-0.23 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT)0.07 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 148 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -- 4-11-10, Right 2x6 SPFNo.2 -- 4-11-10 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-13, 4-13 REACTIONS (size)2=0-3-8, 10= Mechanical Max Horiz 2=208 (LC 11) Max Uplift 2=-14 (LC 12), 10=-1 (LC 13) Max Grav 2=1344 (LC 1), 10=1279 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/5, 2-3=-1773/0, 3-4=-1544/28, 4-5=-1256/63, 5-16=-1120/86, 6-16=-1111/110, 6-17=-1111/110, 7-17=-1120/87, 7-8=-1256/63, 8-9=-1546/29, 9-10=-1775/0 BOT CHORD 2-15=-50/1344, 14-15=-50/1344, 13-14=-50/1344, 12-13=0/1347, 11-12=0/1347, 10-11=0/1347 WEBS 6-13=-7/790, 8-13=-554/159, 8-11=0/337, 4-13=-549/158, 4-15=0/336 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-8 to 2-5-8, Interior (1) 2-5-8 to 16-0-0, Exterior(2R) 16-0-0 to 19-6-0, Interior (1) 19-6-0 to 32-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)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)One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 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 Culver Res OYL136-Roof Trusses-8/12 I41905272B1Common5120060204-C Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Thu Jul 02 15:02:15 Page: 1 ID:7Elv?HBijEos6cZdpvXLTNz09vT-2i6fO_dIrKVD_ZhBUDZeLAAe0?qrCGWrakGJWFz03qs July 2,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 812 Sheet Back1 Ply 7/16" 4x8 OSB =3x5 =4x6 =5x6 =4x5 =5x6 =4x6 =3x5 1 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 2 28 3 27 4 26 5 25 6 24 7 23 8 22 9 211020 11 19 12 18 13 17 14 16 15 1-0-8 -1-0-8 16-0-0 32-0-0 16-0-0 16-0-0 32-0-011-8-90-11-311-7-3Scale = 1:70.1 Plate Offsets (X, Y):[10:0-2-4,0-2-4], [20:0-2-4,0-2-4], [38:0-3-0,0-3-0], [44:0-3-0,0-3-0] 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 0.14 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT)0.01 29 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 663 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF No.2 *Except*48-7,49-6,50-5,51-4,52-3,34-23,33-24,32-25,31-26,30-27:2x4 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 15-41, 14-42, 13-43, 12-44, 16-40, 17-39, 18-38 REACTIONS (size)29=32-0-0, 30=32-0-0, 31=32-0-0, 32=32-0-0, 33=32-0-0, 34=32-0-0, 35=32-0-0, 36=32-0-0, 37=32-0-0, 38=32-0-0, 39=32-0-0, 40=32-0-0, 41=32-0-0, 42=32-0-0, 43=32-0-0, 44=32-0-0, 45=32-0-0, 46=32-0-0, 47=32-0-0, 48=32-0-0, 49=32-0-0, 50=32-0-0, 51=32-0-0, 52=32-0-0, 53=32-0-0 Max Horiz 53=223 (LC 11) Max Uplift 29=-84 (LC 11), 30=-117 (LC 13), 31=-4 (LC 13), 32=-28 (LC 13), 33=-22 (LC 13), 34=-23 (LC 13), 35=-24 (LC 13), 36=-23 (LC 13), 37=-25 (LC 13), 38=-22 (LC 13), 39=-34 (LC 13), 43=-32 (LC 12), 44=-22 (LC 12), 45=-25 (LC 12), 46=-23 (LC 12), 47=-24 (LC 12), 48=-23 (LC 12), 49=-22 (LC 12), 50=-28 (LC 12), 51=-2 (LC 13), 52=-136 (LC 12), 53=-123 (LC 8) Max Grav 29=142 (LC 13), 30=167 (LC 20), 31=106 (LC 26), 32=111 (LC 20), 33=108 (LC 20), 34=108 (LC 20), 35=109 (LC 20), 36=108 (LC 20), 37=108 (LC 20), 38=108 (LC 20), 39=112 (LC 20), 40=109 (LC 1), 41=207 (LC 13), 42=112 (LC 19), 43=110 (LC 19), 44=108 (LC 19), 45=107 (LC 19), 46=108 (LC 19), 47=109 (LC 19), 48=108 (LC 19), 49=108 (LC 19), 50=111 (LC 19), 51=116 (LC 1), 52=169 (LC 10), 53=238 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-53=-189/94, 1-2=0/40, 2-3=-193/167, 3-4=-141/133, 4-5=-132/126, 5-6=-123/120, 6-7=-114/118, 7-8=-106/125, 8-9=-97/143, 9-10=-90/152, 10-11=-84/160, 11-12=-106/178, 12-13=-124/200, 13-14=-145/235, 14-15=-150/245, 15-16=-150/245, 16-17=-145/235, 17-18=-124/200, 18-19=-106/171, 19-20=-84/142, 20-21=-90/134, 21-22=-73/113, 22-23=-56/95, 23-24=-59/78, 24-25=-67/65, 25-26=-76/71, 26-27=-89/79, 27-28=-142/108, 28-29=-93/60 BOT CHORD 52-53=-88/102, 51-52=-88/102, 50-51=-88/102, 49-50=-88/102, 48-49=-88/102, 47-48=-88/102, 46-47=-88/102, 45-46=-88/102,44-45=-88/102, 43-44=-88/103,42-43=-88/103, 41-42=-88/103,40-41=-88/103, 39-40=-88/103,38-39=-88/103, 37-38=-88/103,36-37=-88/103, 35-36=-88/103, 34-35=-88/103, 33-34=-88/103, 32-33=-88/103, 31-32=-88/103, 30-31=-88/103, 29-30=-88/103 WEBS 15-41=-214/106, 14-42=-86/13, 13-43=-82/49, 12-44=-81/38, 11-45=-82/40, 9-46=-81/39, 8-47=-82/40, 7-48=-81/39, 6-49=-82/39, 5-50=-82/41, 4-51=-87/34, 3-52=-90/92, 16-40=-83/9, 17-39=-84/50, 18-38=-81/38, 19-37=-82/40, 21-36=-81/39, 22-35=-82/40, 23-34=-81/39, 24-33=-82/39, 25-32=-82/40, 26-31=-80/32, 27-30=-108/81 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-0-8 to 2-8-0, Exterior(2N) 2-8-0 to 16-0-0, Corner(3R) 16-0-0 to 19-6-0, Exterior(2N) 19-6-0 to 31-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Job Truss Truss Type Qty Ply Culver Res OYL136-Roof Trusses-8/12 I41905273DB2Common Supported Gable 1 120060204-C Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Thu Jul 02 15:02:16 Page: 1 ID:Reir4kzjA6o_iVJBAssfahz0A5N-Wvg1cKewced4bjGN2x4tuNj_YOIaxln_oN?t3hz03qr Continued on page 2 July 2,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 3) Truss designed for wind loads in the plane of the trussonly. 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)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Culver Res OYL136-Roof Trusses-8/12 I41905273DB2Common Supported Gable 1 120060204-C Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Thu Jul 02 15:02:16 Page: 2 ID:Reir4kzjA6o_iVJBAssfahz0A5N-Wvg1cKewced4bjGN2x4tuNj_YOIaxln_oN?t3hz03qr N/A 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 812 =5x8 =3x10 =4x8 =3x10 =5x8 JUS28 JUS28 JUS28 JUS28 JUS28 4 1 7 6 8 9 5 10 11 3 2 1-0-8 11-10-8 5-5-0 5-5-0 5-5-0 10-10-0 3-7-5 7-2-11 3-7-5 3-7-5 3-7-5 10-10-04-7-140-11-34-6-9Scale = 1:41.5 Plate Offsets (X, Y):[1:Edge,0-0-14], [3:Edge,0-0-14], [5:0-7-15,0-0-8], [6:0-6-1,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL)-0.03 5-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.21 Vert(CT)-0.06 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.55 Horz(CT)0.01 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 137 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 3=0-3-8 Max Horiz 1=-77 (LC 6) Max Uplift 1=-29 (LC 8), 3=-49 (LC 9) Max Grav 1=3279 (LC 1), 3=3932 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-4065/38, 2-3=-4124/39, 3-4=0/19 BOT CHORD 1-7=0/3182, 6-7=0/3182, 6-8=0/2077, 8-9=0/2077, 5-9=0/2077, 5-10=0/3210, 10-11=0/3210, 3-11=0/3210 WEBS 2-6=0/2498, 2-5=0/2561 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: 2x10 - 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=25ft; 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)One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 3. This connection is for uplift only and does not consider lateral forces. 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 USP JUS28 (With 6-10d nails into Girder & 4-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-10-12 from the left end to 9-10-12 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, 2-4=-60, 1-3=-20 Concentrated Loads (lb) Vert: 7=-1259 (B), 8=-1259 (B), 9=-1259 (B), 10=-1259 (B), 11=-1261 (B) Job Truss Truss Type Qty Ply Culver Res OYL136-Roof Trusses-8/12 I41905274HG1Common Girder 1 220060204-C Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Thu Jul 02 15:02:18 Page: 1 ID:yO6AGLGTI4Z0rX0n99eliez09vN-_5EPpfeYNxlxDtrZceb6QbG3jocdg5M811lQb7z03qq July 2,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 812 Sheet Front1 Ply 7/16" 4x8 OSB =3x5 =3x5 =4x5 =3x5 1 2524 23 22 21 20 19 18 17 16 15 14 13 122 113 4 102726 95 86 7 0-5-3 18-10-7 9-0-1 18-5-4 9-5-4 9-5-4 18-10-76-3-120-0-46-0-0Scale = 1:44.5 Plate Offsets (X, Y):[24:0-1-13,0-1-8] 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 0.05 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 0.06 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* 19-7:2x4 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=18-10-7, 13=18-10-7, 14=18-10-7, 15=18-10-7,16=18-10-7, 17=18-10-7,18=18-10-7, 19=18-10-7,20=18-10-7, 21=18-10-7,22=18-10-7, 23=18-10-7,25=18-10-7 Max Horiz 1=-110 (LC 10) Max Uplift 1=-10 (LC 8), 14=-40 (LC 13), 15=-18 (LC 13), 16=-24 (LC 13), 17=-27 (LC 13), 18=-15 (LC 13), 20=-17 (LC 12), 21=-26 (LC 12), 22=-24 (LC 12), 23=-18 (LC 12), 25=-40 (LC 12) Max Grav 1=98 (LC 20), 13=83 (LC 1), 14=190 (LC 20), 15=78 (LC 20), 16=114 (LC 20), 17=108 (LC 20), 18=110 (LC 26), 19=116 (LC 22), 20=112 (LC 19), 21=107 (LC 19), 22=114 (LC 19), 23=78 (LC 19), 25=190 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-106/92, 2-3=-83/63, 3-4=-69/62,4-26=-64/63, 5-26=-45/71, 5-6=-58/90,6-7=-71/103, 7-8=-71/97, 8-9=-57/70,9-27=-27/45, 10-27=-39/37, 10-11=-39/26,11-12=-52/22, 12-13=-78/56 BOT CHORD 1-25=-37/80, 24-25=-37/80, 23-24=-37/80, 22-23=-37/80, 21-22=-37/80, 20-21=-37/80, 19-20=-37/80, 18-19=-37/80, 17-18=-37/80, 16-17=-37/80, 15-16=-37/80, 14-15=-37/80, 13-14=-37/80 WEBS 7-19=-90/29, 6-20=-85/33, 5-21=-81/42, 4-22=-85/40, 3-23=-63/31, 2-25=-136/63, 8-18=-83/31, 9-17=-82/43, 10-16=-85/40, 11-15=-63/31, 12-14=-136/63 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-5-12 to 4-1-10, Interior (1) 4-1-10 to 9-5-10, Exterior(2R) 9-5-10 to 12-11-10,Interior (1) 12-11-10 to 18-5-7 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)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 10 lb uplift at joint 1, 17 lb uplift at joint 20, 26 lb uplift at joint 21, 24 lb uplift at joint 22, 18 lb uplift at joint 23, 40 lb uplift at joint 25, 15 lb uplift at joint 18, 27 lb uplift at joint 17, 24 lb uplift at joint 16, 18 lb uplift at joint 15 and 40 lb uplift at joint 14. 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 Culver Res OYL136-Roof Trusses-8/12 I41905275V1Valley1120060204-C Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Thu Jul 02 15:02:20 Page: 1 ID:XYvc3V1w0w1rRSVx_yH3uQz09vh-PgwYRhhRfs8W4Ka8Hn9p2Dui?0h4saqaj?z4CSz03qn July 2,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 812 =3x5 =2x4 =2x4 =4x5 =2x4 =2x4 =2x4 =3x5 1 8 7 6 5 2 4910 3 0-5-3 14-10-7 7-0-1 14-5-4 7-5-4 7-5-4 14-10-74-11-120-0-44-8-0Scale = 1:38.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.15 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 0.08 Horiz(TL)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 45 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)1=14-10-7, 5=14-10-7, 6=14-10-7, 7=14-10-7, 8=14-10-7 Max Horiz 1=86 (LC 9) Max Uplift 1=-1 (LC 13), 6=-78 (LC 13), 8=-78 (LC 12) Max Grav 1=111 (LC 20), 5=106 (LC 1), 6=333 (LC 20), 7=255 (LC 1), 8=333 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-100/68, 2-9=-117/56, 3-9=-59/80, 3-10=-57/73, 4-10=-114/49, 4-5=-78/41 BOT CHORD 1-8=-20/58, 7-8=-20/58, 6-7=-20/58, 5-6=-20/58 WEBS 3-7=-175/0, 2-8=-253/121, 4-6=-253/121 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-5-12 to 3-11-12, Interior (1) 3-11-12 to 7-5-10, Exterior(2R) 7-5-10 to 10-11-10, Interior (1) 10-11-10 to 14-5-7 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) 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 1 lb uplift at joint 1, 78 lb uplift at joint 8 and 78 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 Culver Res OYL136-Roof Trusses-8/12 I41905276V2Valley1120060204-C Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Thu Jul 02 15:02:20 Page: 1 ID:XYvc3V1w0w1rRSVx_yH3uQz09vh-PgwYRhhRfs8W4Ka8Hn9p2DugO0g5sZPaj?z4CSz03qn July 2,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 812 =3x5 =4x5 =2x4 =3x5 1 4 3 65 2 0-5-3 10-10-7 5-0-1 10-5-4 5-5-4 5-5-4 10-10-73-7-120-0-43-4-0Scale = 1:32.8 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 0.42 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.21 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horiz(TL)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 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)1=10-10-7, 3=10-10-7, 4=10-10-7 Max Horiz 1=-61 (LC 10) Max Uplift 1=-21 (LC 12), 3=-29 (LC 13) Max Grav 1=217 (LC 1), 3=217 (LC 1), 4=363 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-124/36, 2-5=-68/56, 2-6=-54/51, 3-6=-121/31 BOT CHORD 1-4=-10/54, 3-4=-10/54 WEBS 2-4=-239/60 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-5-12 to 3-11-12, Interior (1) 3-11-12 to 5-5-10, Exterior(2R) 5-5-10 to 8-11-10, Interior (1) 8-11-10 to 10-5-7 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) 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 21 lb uplift at joint 1 and 29 lb uplift at joint 3. 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 Culver Res OYL136-Roof Trusses-8/12 I41905277V3Valley1120060204-C Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Thu Jul 02 15:02:21 Page: 1 ID:XYvc3V1w0w1rRSVx_yH3uQz09vh-tsUwf1h3QAGNiU9LrUg2bRQnzPzXb0qjyfjekvz03qm July 2,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 812 =2x4 =4x5 =2x4 =2x4 1 4 3 2 0-5-3 6-10-7 3-0-1 6-5-4 3-5-4 3-5-4 6-10-72-3-120-0-42-0-0Scale = 1:26.1 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 0.14 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 0.03 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 18 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)1=6-10-7, 3=6-10-7, 4=6-10-7 Max Horiz 1=-37 (LC 8) Max Uplift 1=-13 (LC 12), 3=-17 (LC 13) Max Grav 1=130 (LC 1), 3=130 (LC 1), 4=218 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-74/38, 2-3=-72/38 BOT CHORD 1-4=-6/32, 3-4=-6/32 WEBS 2-4=-143/53 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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)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 13 lb uplift at joint 1 and 17 lb uplift at joint 3. 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 Culver Res OYL136-Roof Trusses-8/12 I41905278V4Valley1120060204-C Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Thu Jul 02 15:02:21 Page: 1 ID:XYvc3V1w0w1rRSVx_yH3uQz09vh-tsUwf1h3QAGNiU9LrUg2bRQrMP?db1Qjyfjekvz03qm July 2,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 812 =2x4 =3x5 =2x4 1 3 2 0-5-3 2-10-7 1-0-1 2-5-4 1-5-4 1-5-4 2-10-70-11-120-0-40-8-0Scale = 1:23.9 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 0.01 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 0.00 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 6 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (size)1=2-10-7, 3=2-10-7 Max Horiz 1=-12 (LC 10) Max Grav 1=79 (LC 1), 3=79 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-66/32, 2-3=-66/32 BOT CHORD 1-3=-10/44 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=25ft; 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)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)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 Culver Res OYL136-Roof Trusses-8/12 I41905279V6Valley1120060204-C Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Thu Jul 02 15:02:21 Page: 1 ID:XYvc3V1w0w1rRSVx_yH3uQz09vh-tsUwf1h3QAGNiU9LrUg2bRQtJP0Eb1xjyfjekvz03qm July 2,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 812 =2x4 =4x5 =2x4 =2x4 1 4 3 2 0-5-3 6-10-7 3-0-1 6-5-4 3-5-4 3-5-4 6-10-72-3-120-0-42-0-0Scale = 1:26.1 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 0.14 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 0.03 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 18 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)1=6-10-7, 3=6-10-7, 4=6-10-7 Max Horiz 1=-37 (LC 8) Max Uplift 1=-13 (LC 12), 3=-17 (LC 13) Max Grav 1=130 (LC 1), 3=130 (LC 1), 4=218 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-74/38, 2-3=-72/38 BOT CHORD 1-4=-6/32, 3-4=-6/32 WEBS 2-4=-143/53 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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)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 13 lb uplift at joint 1 and 17 lb uplift at joint 3. 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 Culver Res OYL136-Roof Trusses-8/12 I41905280V5Valley1120060204-C Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Thu Jul 02 15:02:21 Page: 1 ID:XYvc3V1w0w1rRSVx_yH3uQz09vh-tsUwf1h3QAGNiU9LrUg2bRQrMP?db1Qjyfjekvz03qm July 2,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 812 =2x4 =3x5 =2x4 1 3 2 0-5-3 2-10-7 1-0-1 2-5-4 1-5-4 1-5-4 2-10-70-11-120-0-40-8-0Scale = 1:23.9 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 0.01 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 0.00 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 6 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (size)1=2-10-7, 3=2-10-7 Max Horiz 1=12 (LC 11) Max Grav 1=79 (LC 1), 3=79 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-66/32, 2-3=-66/32 BOT CHORD 1-3=-10/44 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=25ft; 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)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)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 Culver Res OYL136-Roof Trusses-8/12 I41905281V7Valley1120060204-C Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Thu Jul 02 15:02:21 Page: 1 ID:XYvc3V1w0w1rRSVx_yH3uQz09vh-tsUwf1h3QAGNiU9LrUg2bRQtJP0Eb1xjyfjekvz03qm July 2,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 812 =3x8 =4x5 =4x5 =2x4 =4x5 =3x8 1 6 5 42 3 4-0-0 4-0-0 4-0-0 8-0-0 4-0-0 8-0-0 4-0-0 4-0-00-11-33-7-3Scale = 1:29.1 Plate Offsets (X, Y):[1:0-2-8,0-0-1], [5:0-6-0,0-0-1] 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 0.17 Vert(LL)-0.01 1-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.16 Vert(CT)-0.02 1-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT)0.00 5 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 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 -- 2-5-12, Right 2x6 SPFNo.2 -- 2-5-12 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=60 (LC 9) Max Grav 1=320 (LC 1), 5=320 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-337/45, 2-3=-250/58, 3-4=-250/58, 4-5=-336/45 BOT CHORD 1-6=0/208, 5-6=0/208 WEBS 3-6=0/198 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-6-0, Interior (1) 3-6-0 to 4-0-0, Exterior(2R) 4-0-0 to 7-6-0, Interior (1) 7-6-0 to 8-0-0 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)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 Culver Res OYL136-Roof Trusses-8/12 I41905282K1Common1120060204-C Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Thu Jul 02 15:02:19 Page: 1 ID:UBYo2?FrXmR9DNRbcS7WARz09vO-xUMAELgpuZ0fSA?yj3daV0LVLcJq86DRULEXg0z03qo July 2,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 812 Sheet Front 1 Ply 7/16" 4x8 OSB =4x5 91 16 15 14 13 12 11 10 2 8 3 7 4 6 5 1-0-8 -1-0-8 1-0-8 9-0-8 4-0-0 4-0-0 4-0-0 8-0-0 8-0-03-8-90-11-33-7-3Scale = 1:30.1 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 0.11 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT)0.00 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 59 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)10=8-0-0, 11=8-0-0, 12=8-0-0, 13=8-0-0, 14=8-0-0, 15=8-0-0, 16=8-0-0 Max Horiz 16=-81 (LC 10) Max Uplift 10=-14 (LC 12), 11=-33 (LC 13), 12=-19 (LC 13), 14=-19 (LC 12), 15=-35 (LC 12), 16=-20 (LC 8) Max Grav 10=137 (LC 26), 11=96 (LC 20), 12=120 (LC 26), 13=117 (LC 1), 14=120 (LC 25), 15=100 (LC 19), 16=137 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-16=-124/119, 1-2=0/40, 2-3=-39/46, 3-4=-33/78, 4-5=-56/124, 5-6=-57/124, 6-7=-32/78, 7-8=-30/39, 8-9=0/40, 8-10=-124/119 BOT CHORD 15-16=-42/51, 14-15=-42/51, 13-14=-42/51, 12-13=-42/51, 11-12=-42/51, 10-11=-42/51 WEBS 5-13=-90/4, 4-14=-92/77, 3-15=-68/62, 6-12=-92/77, 7-11=-70/62 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-0-8 to 2-8-0, Exterior(2N) 2-8-0 to 4-0-0, Corner(3R) 4-0-0 to 7-6-0, Exterior(2N) 7-6-0 to 9-0-8 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)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Culver Res OYL136-Roof Trusses-8/12 I41905283LB1Common Supported Gable 1 120060204-C Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Thu Jul 02 15:02:19 Page: 1 ID:UBYo2?FrXmR9DNRbcS7WARz09vO-xUMAELgpuZ0fSA?yj3daV0LWKcL1871RULEXg0z03qo N/A July 2,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 812 =3x8 =4x5 =4x5 =4x5 =2x4 =4x5 =4x5 =3x8 71 2 8 6 9 10 3 5 4 1-0-8 -1-0-8 1-0-8 11-10-8 5-5-0 5-5-0 5-5-0 10-10-0 5-5-0 5-5-0 5-5-0 10-10-04-7-140-11-34-6-9Scale = 1:39.2 Plate Offsets (X, Y):[2:0-6-0,0-0-1], [6:0-6-0,0-0-1] 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 0.35 Vert(LL)-0.03 6-8 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.29 Vert(CT)-0.05 6-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.01 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 47 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 -- 3-3-15, Right 2x6 SPFNo.2 -- 3-3-15 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=0-3-8, 6=0-3-8 Max Horiz 2=-79 (LC 10) Max Uplift 2=-12 (LC 12), 6=-12 (LC 13) Max Grav 2=496 (LC 1), 6=496 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/5, 2-9=-478/26, 3-9=-390/31, 3-4=-347/47, 4-5=-347/47, 5-10=-390/31, 6-10=-478/26, 6-7=0/5 BOT CHORD 2-8=0/289, 6-8=0/289 WEBS 4-8=0/270 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-8 to 2-5-8, Interior (1) 2-5-8 to 5-5-0, Exterior(2R) 5-5-0 to 8-11-0, Interior (1) 8-11-0 to 11-10-8 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)One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for uplift only and does not consider lateral forces. 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 Culver Res OYL136-Roof Trusses-8/12 I41905284G1Common3120060204-C Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Thu Jul 02 15:02:17 Page: 1 ID:??_QrfFDmSJIbDtP2kcHdDz09vP-_5EPpfeYNxlxDtrZceb6QbG64obOgCI811lQb7z03qq July 2,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 812 =3x8 =4x5 =4x5 =3x5 =5x6 =4x5 =3x8 =5x6 =3x5 =4x5 =4x5 =3x8 111 2 14 13 12 10 3 9 5 7 84 6 0-7-0 5-5-0 0-7-0 6-0-0 1-0-8 -1-0-8 1-0-8 11-10-8 1-5-0 4-10-0 1-5-0 7-5-0 3-5-0 3-5-0 3-5-0 10-10-0 1-10-4 7-3-4 1-10-4 5-5-0 3-6-12 3-6-12 3-6-12 10-10-03-8-90-11-33-2-93-2-90-4-113-7-3Scale = 1:41.5 Plate Offsets (X, Y):[2:0-6-0,0-0-1], [4:0-2-8,0-1-13], [8:0-2-8,0-1-13], [10:0-6-0,0-0-1] 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 0.12 Vert(LL)-0.01 10-12 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(CT)-0.02 10-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT)0.01 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 60 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 -- 2-2-9, Right 2x6 SPFNo.2 -- 2-2-9 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (size)2=0-3-8, 10=0-3-8 Max Horiz 2=-62 (LC 10) Max Uplift 2=-16 (LC 12), 10=-16 (LC 13) Max Grav 2=496 (LC 1), 10=496 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/5, 2-3=-527/45, 3-4=-454/56, 4-5=-350/75, 5-6=-419/96, 6-7=-419/96, 7-8=-350/74, 8-9=-454/57, 9-10=-527/46, 10-11=0/5 BOT CHORD 2-14=0/342, 13-14=0/386, 12-13=0/386, 10-12=0/342 WEBS 4-14=0/183, 8-12=0/183, 6-13=-90/409, 5-13=-203/52, 7-13=-203/52, 7-12=-91/26, 5-14=-91/26 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-8 to 2-5-8, Interior (1) 2-5-8 to 3-5-0, Exterior(2E) 3-5-0 to 4-10-0, Interior (1) 4-10-0 to 5-5-0, Exterior(2E) 5-5-0 to 6-0-0, Interior (1) 6-0-0 to 7-5-0, Exterior(2R) 7-5-0 to 10-10-0, Interior (1) 10-10-0 to 11-10-8 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)One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 10. This connection is for uplift only and does not consider lateral forces. 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 Culver Res OYL136-Roof Trusses-8/12 I41905285I1Roof Special 1 120060204-C Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Thu Jul 02 15:02:18 Page: 1 ID:FOJgp9o?Ci3N3qJs29WDFqz0A?8-THoo1?fB7Fuor0QmAM6LzooLJCzvPeTHGhUz7az03qp July 2,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 812 =2x4 =3x5 =4x5 =3x8 =4x5 =4x5 =3x8 =4x5 =3x8 =4x5 =3x5 =2x4 NAILED NAILED NAILED NAILED 9114 13 12 11 10 82 6 734 5 1-0-8 -1-0-8 1-0-8 11-10-8 1-5-0 2-10-0 1-5-0 9-5-0 1-5-0 1-5-0 1-5-0 10-10-0 2-7-0 8-0-0 2-7-0 5-5-0 1-6-12 1-6-12 1-6-12 10-10-0 3-10-4 9-3-4 3-10-4 5-5-03-8-90-11-31-10-91-10-91-8-113-7-3Scale = 1:43.2 Plate Offsets (X, Y):[3:0-2-8,0-1-13], [7:0-2-8,0-1-13] 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 0.12 Vert(LL)-0.01 12 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.18 Vert(CT)-0.02 12-13 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(CT)0.01 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 51 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)10=0-3-8, 14=0-3-8 Max Horiz 14=-81 (LC 6) Max Uplift 10=-18 (LC 9), 14=-18 (LC 8) Max Grav 10=488 (LC 1), 14=488 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-3=-386/5, 3-4=-300/7, 4-5=-432/19, 5-6=-432/19, 6-7=-300/7, 7-8=-386/5, 8-9=0/40, 2-14=-480/19, 8-10=-480/19 BOT CHORD 13-14=-78/74, 12-13=-2/494, 11-12=0/494, 10-11=-7/5 WEBS 3-13=-7/148, 4-13=-309/14, 6-11=-309/14, 7-11=-7/148, 5-12=0/301, 4-12=-190/46, 6-12=-190/46, 2-13=0/320, 8-11=0/320 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 14 and 10. This connection is for uplift only and does not consider lateral forces. 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. 8)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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, 3-4=-60, 4-5=-60, 5-6=-60, 6-7=-60, 7-8=-60, 8-9=-60, 10-14=-20 Concentrated Loads (lb) Vert: 13=5 (F), 11=5 (F) Job Truss Truss Type Qty Ply Culver Res OYL136-Roof Trusses-8/12 I41905286JG1Roof Special Girder 1 120060204-C Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Thu Jul 02 15:02:18 Page: 1 ID:cREH87ho07G0K2Ouq?KLjDz0A_?-THoo1?fB7Fuor0QmAM6LzooLNCzFPe3HGhUz7az03qp July 2,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 5.6612 =2x4 =3x5 1 5 4 2 3 1-5-11 -1-5-11 1-10-9 1-10-9 1-10-91-10-130-11-31-9-13Scale = 1:21.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)0.00 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(CT)0.00 4-5 >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-R Weight: 7 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 1-10-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-4-9 Max Horiz 5=36 (LC 9) Max Uplift 3=-16 (LC 12), 5=-17 (LC 12) Max Grav 3=18 (LC 1), 4=28 (LC 3), 5=212 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-183/145, 1-2=0/41, 2-3=-37/14 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (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 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 17 lb uplift at joint 5 and 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 Culver Res OYL136-Roof Trusses-8/12 I41905287J1Jack-Open 2 120060204-C Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Thu Jul 02 15:02:18 Page: 1 ID:8FguwngAFq89iupiGHp6A0z0A_0-THoo1?fB7Fuor0QmAM6LzooKgC?ZPgCHGhUz7az03qp July 2,2020 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