Loading...
HomeMy WebLinkAboutCC Lot 72 Truss Seals16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Carter Components (Pittsboro, IN). June 7,2022 Garcia, Juan Pages or sheets covered by this seal: I52382651 thru I52382687 My license renewal date for the state of Indiana is July 31, 2022. 18030029-N EPCON RT MASTERS-Bedford A IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =4x6 =3x5 =4x5 =4x5 =3x8 =4x5 =4x6 =3x5 1 9 8 7 5 6 1310 42 1211 3 4-3-10 4-3-10 4-0-6 8-4-0 4-0-6 12-4-6 4-3-10 16-8-0 0-1-12 1-1-12 0-1-12 15-8-0 1-0-0 16-8-0 1-0-0 1-0-0 7-2-4 15-6-4 7-2-4 8-4-00-8-06-2-11Scale = 1:51.1 Plate Offsets (X, Y):[1:0-3-9,0-1-8], [5:0-3-9,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL)-0.04 7-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.37 Vert(CT)-0.08 7-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT)0.01 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 73 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 7-3:2x4 SPF No.2 SLIDER Left 2x4 SPF Stud -- 1-3-2, Right 2x4 SPFStud -- 1-3-2 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 (lb/size)6=667/0-3-8, 9=667/0-3-8 Max Horiz 9=-94 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-250/26, 2-3=-535/32, 3-4=-535/32, 4-5=-250/26 BOT CHORD 1-9=0/182, 7-9=-20/484, 6-7=0/478, 5-6=0/182 WEBS 3-7=0/329, 4-7=-146/93, 4-6=-595/98, 2-7=-146/93, 2-9=-595/98 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 8-4-0, Exterior(2R) 8-4-0 to 11-4-0, Interior (1) 11-4-0 to 16-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382651T1Common1118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:04 Page: 1 ID:_ytIlQVGXLXfs8zUxBUcxyyAMR0-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =5x10 =2x4 =5x10 =3x10 =4x5 =3x8 =3x10 =5x10 =2x4 =5x10 =3x5 1 12 11 7 5 6 10 9 8 42 1413 3 3-1-13 3-1-13 3-1-11 16-8-0 5-2-3 8-4-0 5-2-5 13-6-5 0-1-12 1-1-12 0-1-12 15-8-0 1-0-0 16-8-0 1-0-0 1-0-0 2-1-13 3-3-9 2-1-11 15-6-4 5-0-7 8-4-0 5-0-9 13-4-90-8-01-0-06-2-11Scale = 1:52 Plate Offsets (X, Y):[1:0-3-9,0-1-8], [5:0-3-9,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL)-0.03 8-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.42 Vert(CT)-0.06 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT)0.06 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 78 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 11-2,4-7:2x4 SPF Stud WEBS 2x4 SPF Stud *Except* 9-2,9-4:2x4 SPF No.2 SLIDER Left 2x4 SPF Stud -- 1-2-9, Right 2x4 SPF Stud -- 1-2-9 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:6-0-0 oc bracing: 10-11,7-8. REACTIONS (lb/size)6=667/0-3-8, 12=667/0-3-8 Max Horiz 12=-94 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-84/47, 2-3=-642/13, 3-4=-642/18, 4-5=-84/46 BOT CHORD 1-12=0/45, 11-12=-13/83, 10-11=-13/14, 2-10=0/332, 9-10=-48/828, 8-9=0/801, 7-8=-14/14, 4-8=0/321, 6-7=-5/82, 5-6=0/44 WEBS 2-12=-1031/6, 10-12=-25/715, 2-9=-396/110, 3-9=0/368, 4-9=-373/82, 6-8=0/687, 4-6=-1032/0 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-1-13, Interior (1) 3-1-13 to 8-4-0, Exterior(2R) 8-4-0 to 11-4-0, Interior (1) 11-4-0 to 16-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382652T2Roof Special 5 118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:06 Page: 1 ID:p6EZ?Ta16BHpb3ReISb1ADyAMQw-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =4x8 =4x5 =3x5 =3x5 =3x5 =4x5 =3x5 =3x5 =4x5 =4x8 =3x5 8 1 12 11 10 9 7 2 6 53 1413 4 7-1-12 7-1-12 6-10-4 20-10-4 6-10-4 14-0-0 7-1-12 28-0-0 0-1-12 27-0-0 0-1-12 1-1-12 1-0-0 28-0-0 1-0-0 1-0-0 8-6-13 26-10-4 8-6-13 9-8-9 8-6-13 18-3-70-8-010-0-0Scale = 1:70.7 Plate Offsets (X, Y):[1:0-1-15,0-0-2], [7:0-1-15,0-0-2] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL)-0.09 8-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.59 Vert(CT)-0.18 9-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT)0.04 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 127 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud -- 1-3-7, Right 2x4 SPFStud -- 1-3-7 BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-8, 2-12 REACTIONS (lb/size)8=1120/0-3-8, 12=1120/0-3-8 Max Horiz 12=-154 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-438/0, 2-4=-1193/55, 4-6=-1193/55, 6-7=-438/0 BOT CHORD 1-12=0/326, 11-12=-15/1010, 9-11=0/705, 8-9=0/1010, 7-8=0/326 WEBS 4-9=-41/472, 6-9=-298/160, 6-8=-1093/72, 4-11=-41/472, 2-11=-298/160, 2-12=-1093/72 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-0-0 to 3-0-0, Interior (1) 3-0-0 to 14-0-0, Exterior(2R) 14-0-0 to 17-0-0, Interior (1) 17-0-0 to 28-0-0 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)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382653T3Common6118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:06 Page: 1 ID:lVLKQ9bIeoXXqMa0PteVFeyAMQu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =3x8 =4x5 =3x5 =3x5 =4x5 =3x5 =4x5 =3x8 =3x5 10 9 8 7 6 1 5 2 4 11 12 3 6-7-12 6-7-12 6-4-4 19-4-4 6-4-4 13-0-0 6-7-12 26-0-0 8-5-11 17-2-13 8-9-3 8-9-3 8-9-3 26-0-01-4-010-0-0Scale = 1:63.9 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 0.47 Vert(LL)-0.13 6-7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.61 Vert(CT)-0.27 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT)0.04 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 122 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 10-1,6-5:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-10, 4-6 REACTIONS (lb/size)6=1028/0-3-8, 10=1028/0-3-8 Max Horiz 10=162 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-290/68, 2-3=-1161/58, 3-4=-1161/58, 4-5=-290/68, 1-10=-280/59, 5-6=-280/59 BOT CHORD 9-10=-4/959, 7-9=0/688, 6-7=0/959 WEBS 3-7=-45/474, 4-7=-278/161, 3-9=-45/474, 2-9=-278/161, 2-10=-1041/0, 4-6=-1041/0 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 13-0-0, Exterior(2R) 13-0-0 to 16-0-0, Interior (1) 16-0-0 to 25-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382654T4Common3118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:06 Page: 1 ID:lVLKQ9bIeoXXqMa0PteVFeyAMQu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =5x8 =4x5 =5x8 =3x5 4 1 5 3 6 7 2 6-1-7 6-1-7 6-1-7 12-2-15 0-1-12 1-1-12 0-1-12 11-2-15 1-0-0 12-2-15 1-0-0 1-0-0 9-11-7 11-1-30-8-04-9-0Scale = 1:44.4 Plate Offsets (X, Y):[1:0-1-15,0-0-2], [3:0-1-15,0-0-2] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL)-0.17 4-5 >728 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.63 Vert(CT)-0.33 4-5 >372 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 49 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud -- 1-3-6, Right 2x4 SPFStud -- 1-3-6 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=490/0-3-8, 5=490/0-3-8 Max Horiz 5=-70 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-544/0, 2-3=-544/0 BOT CHORD 1-5=0/413, 4-5=0/240, 3-4=0/413 WEBS 2-4=-108/360, 2-5=-109/360 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 6-1-7, Exterior(2R) 6-1-7 to 9-1-7, Interior (1) 9-1-7 to 12-2-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382655T5Common1118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:06 Page: 1 ID:EhvieVcwP6fOSW9Dza9koryAMQt-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =4x6 =5x8 =3x5 =3x5 =2x46 1 5 4 3 2 2-9-1 8-10-8 6-1-7 6-1-7 0-1-12 1-1-12 1-0-0 1-0-0 2-9-1 8-10-8 4-11-11 6-1-70-8-02-10-154-9-0Scale = 1:42 Plate Offsets (X, Y):[1:0-3-9,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL)-0.01 5-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.19 Vert(CT)-0.02 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 43 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 6-2:2x4 SPF No.2 SLIDER Left 2x4 SPF Stud -- 1-3-6 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)4=306/0-3-8, 6=392/0-3-8 Max Horiz 6=93 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-161/271, 2-3=-182/56, 3-4=-287/51 BOT CHORD 1-6=-150/185, 5-6=-32/131, 4-5=-30/32 WEBS 2-6=-356/150, 2-5=-55/73, 3-5=-18/180 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 6-1-7, Exterior(2E) 6-1-7 to 8-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382656T6Common2118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:07 Page: 1 ID:EhvieVcwP6fOSW9Dza9koryAMQt-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =6x10 =2x4 =5x10 =3x8 =3x5 =6x8 =2x4 =3x5 =4x8 =5x8 =3x5 =3x8 =5x10 =2x4 =4x6 =3x6 1 17 16 13 12 11 10 9 81514 23 746 18 19 5 3-2-8 7-8-11 4-6-3 4-6-3 7-1-1 14-9-12 7-3-2 22-0-14 7-6-10 29-7-8 0-1-12 28-7-8 0-1-12 1-1-12 0-9-12 15-7-8 1-0-0 29-7-8 1-0-0 1-0-0 2-11-0 7-6-15 3-6-3 4-7-15 6-4-14 28-5-12 6-5-6 22-0-14 7-2-13 14-9-120-8-01-0-010-6-8Scale = 1:73.2 Plate Offsets (X, Y):[1:0-1-15,0-0-10], [3:0-1-13,0-1-8], [8:0-3-9,0-1-8], [14:0-2-0,0-2-12], [15:0-2-4,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL)-0.08 12-13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.50 Vert(CT)-0.19 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT)0.08 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 157 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-2:2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 17-2,17-15,14-2:2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 1-3-3, Right 2x4 SPF Stud -- 1-3-7 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:6-0-0 oc bracing: 15-16. WEBS 1 Row at midpt 7-12, 7-9 REACTIONS (lb/size)9=1184/0-3-8, 17=1186/0-3-8 Max Horiz 17=-162 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-228/0, 2-4=-1571/0, 4-5=-1677/133, 5-7=-1062/50, 7-8=-302/2 BOT CHORD 1-17=0/134, 16-17=0/99, 15-16=0/41, 2-15=0/406, 14-15=-29/1439, 13-14=0/125, 4-14=-389/156, 12-13=0/112, 10-12=0/1099, 9-10=0/1099, 8-9=0/213 WEBS 2-17=-1798/0, 15-17=-49/1378, 2-14=-214/46, 12-14=0/690, 5-14=-149/875, 5-12=0/417, 7-12=-440/113, 7-10=0/265, 7-9=-1231/0 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 14-9-12, Exterior(2R) 14-9-12 to 17-9-12, Interior (1) 17-9-12 to 29-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382657T7Roof Special 1 118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:07 Page: 1 ID:itT4rrdYAPnE3gkPXHgzK3yAMQs-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =2x4 =3x8 =3x5 =3x6 =3x8 =3x10 =6x8 =2x4 =3x5 =4x8 =5x8 =3x5 =3x8 =5x10 =2x4 =4x6 =3x6 17 16 13 12 11 10 8 9 15 14 1 2 3 746 1918 5 3-5-3 3-5-3 3-3-8 6-8-11 7-1-1 13-9-12 7-3-2 21-0-14 7-6-10 28-7-8 0-1-12 27-7-8 0-9-12 14-7-8 1-0-0 28-7-8 2-11-0 6-6-15 3-7-15 3-7-15 6-4-14 27-5-12 6-5-6 21-0-14 7-2-13 13-9-121-4-00-8-01-0-010-6-8Scale = 1:73.6 Plate Offsets (X, Y):[8:0-3-9,0-1-8], [14:0-2-4,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL)-0.08 12-13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.50 Vert(CT)-0.19 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT)0.10 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 152 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-3:2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 14-3,17-1,16-1:2x4SPF Stud SLIDER Right 2x4 SPF Stud -- 1-3-7 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:6-0-0 oc bracing: 15-16. WEBS 1 Row at midpt 7-12, 7-9 REACTIONS (lb/size)9=1179/0-3-8, 17=1100/0-3-8 Max Horiz 17=-172 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1242/0, 3-4=-1542/0, 4-5=-1648/131, 5-7=-1053/51, 7-8=-301/2, 1-17=-1085/0 BOT CHORD 16-17=-144/192, 15-16=-260/4, 3-15=-238/23, 14-15=-17/1377, 13-14=0/125, 4-14=-397/164, 12-13=0/107, 10-12=0/1092, 9-10=0/1092, 8-9=0/212 WEBS 3-14=-160/32, 12-14=0/687, 5-14=-147/852, 5-12=0/418, 7-12=-441/113, 7-10=0/265, 7-9=-1223/0, 1-16=0/973 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 13-9-12, Exterior(2R) 13-9-12 to 16-9-12, Interior (1) 16-9-12 to 28-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382658T8Roof Special 2 118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:07 Page: 1 ID:A41S2BeAxjv5hqJb4?BCtGyAMQr-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =2x4 =12x16 =3x6 =2x4 =4x5 =4x8 =3x5 =4x5 =3x8 =3x5 =2x4 =3x6 =5x8 =4x8 =3x6 14 13 12 11 10 9 81615 312 76 4 17 18 5 0-4-15 0-10-3 0-10-3 3-1-13 4-0-0 4-10-14 8-10-14 4-10-14 13-9-12 7-3-2 21-0-14 7-6-10 28-7-8 0-1-12 27-7-8 0-8-7 0-8-7 1-0-0 28-7-8 3-5-5 4-1-12 5-10-1 19-7-13 7-9-15 27-5-12 9-8-0 13-9-1210-6-83-0-00-8-03-0-01-0-01-0-03-0-04-0-06-6-810-6-8Scale = 1:73.2 Plate Offsets (X, Y):[8:0-3-9,0-1-8], [16:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL)-0.20 12-13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.65 Vert(CT)-0.41 12-13 >796 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT)0.04 9 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 *Except* 2-14:2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 16-1,16-2,13-15,15-3,13-3:2x4 SPF Stud SLIDER Right 2x4 SPF Stud -- 1-3-7 BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:6-0-0 oc bracing: 14-15. WEBS 1 Row at midpt 4-12, 7-12, 7-9 REACTIONS (lb/size)9=1179/0-3-8, 16=1100/ Mechanical Max Horiz 16=-183 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-16=-62/5, 1-2=-39/26, 2-3=-284/11,3-4=-1307/7, 4-5=-1002/57, 5-7=-1056/49,7-8=-454/0 BOT CHORD 15-16=-99/298, 14-15=-20/0, 2-15=0/821, 13-14=-8/65, 12-13=0/949, 10-12=0/1110, 9-10=0/1079, 8-9=0/338 WEBS 2-16=-937/0, 13-15=0/1040, 3-15=-969/0, 3-13=-308/65, 4-13=0/230, 4-12=-355/103, 5-12=0/689, 7-12=-457/102, 7-10=0/248, 7-9=-1142/60 NOTES 1)Unbalanced roof live loads have been considered forthis design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 13-9-12, Exterior(2R) 13-9-12 to 16-9-12, Interior (1) 16-9-12 to 28-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382659T9Roof Special 1 118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:07 Page: 1 ID:eGbrGXfoi11yJ_uoeiiRQUyAMQq-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =2x4 =12x16 =3x6 =2x4 =5x8 =4x5 =3x5 =4x6 =3x8 =3x8 =5x10 =2x4 =4x6 =3x6 13 12 11 10 9 8 71514 312 65 1716 4 0-4-15 0-10-3 0-10-3 5-1-13 6-0-0 7-3-2 21-0-14 7-6-10 28-7-8 7-9-12 13-9-12 0-1-12 27-7-8 0-8-7 0-8-7 1-0-0 28-7-8 5-5-5 6-1-12 6-4-14 27-5-12 7-3-2 21-0-14 7-8-0 13-9-1210-6-84-4-00-8-04-4-01-0-01-0-04-4-05-4-05-2-810-6-8Scale = 1:73.2 Plate Offsets (X, Y):[3:0-2-12,0-3-4], [7:0-3-9,0-1-8], [15:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL)-0.08 10-12 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.51 Vert(CT)-0.17 10-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT)0.04 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 151 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-13:2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 15-1,15-2,12-3:2x4 SPF Stud SLIDER Right 2x4 SPF Stud -- 1-3-7 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 3-10, 6-10, 6-8 REACTIONS (lb/size)8=1179/0-3-8, 15=1100/ Mechanical Max Horiz 15=-195 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-15=-86/33, 1-2=-46/40, 2-3=-191/32, 3-4=-1050/53, 4-6=-1054/51, 6-7=-302/3 BOT CHORD 14-15=-107/210, 13-14=0/84, 2-14=0/701, 12-13=0/116, 10-12=0/1056, 9-10=0/1090, 8-9=0/1090, 7-8=0/213 WEBS 2-15=-925/0, 12-14=0/965, 3-14=-1084/0,3-12=-76/122, 3-10=-380/47, 4-10=0/626,6-10=-439/112, 6-9=0/264, 6-8=-1219/0 NOTES 1)Unbalanced roof live loads have been considered forthis design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 13-9-12, Exterior(2R) 13-9-12 to 16-9-12, Interior (1) 16-9-12 to 28-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382660T10Roof Special 1 118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:08 Page: 1 ID:T9QgymWvIefWUHYgVu?sT9yAMR?-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =2x4 =12x16 =3x8 =2x4 =5x8 =4x5 =3x5 =4x6 =3x8 =3x8 =5x10 =2x4 =4x6 =3x6 13 12 11 10 9 8 71514 63125 1716 4 0-4-15 0-10-3 0-10-3 5-8-5 6-6-8 7-3-4 13-9-12 7-3-2 21-0-14 7-6-10 28-7-8 0-1-12 27-5-12 0-8-7 0-8-7 1-1-12 28-7-8 5-11-13 6-8-4 6-3-2 27-4-0 7-1-8 13-9-12 7-3-2 21-0-1410-6-84-8-50-8-01-0-01-0-04-8-55-8-54-10-310-6-8Scale = 1:73.2 Plate Offsets (X, Y):[3:0-2-12,0-3-0], [7:0-3-9,0-1-8], [15:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL)-0.06 9-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.49 Vert(CT)-0.14 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT)0.04 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 154 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 15-1,15-2:2x4 SPF Stud SLIDER Right 2x4 SPF Stud -- 1-3-7 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 3-10, 6-10, 6-8 REACTIONS (lb/size)8=1179/0-3-8, 15=1100/ Mechanical Max Horiz 15=-198 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-15=-86/87, 1-2=-49/44, 2-3=-183/38, 3-4=-1038/54, 4-6=-1052/52, 6-7=-298/4 BOT CHORD 14-15=-108/200, 13-14=0/101, 2-14=0/652, 12-13=0/132, 10-12=0/1042, 9-10=0/1091, 8-9=0/1091, 7-8=0/210 WEBS 2-15=-958/0, 12-14=0/929, 3-14=-1072/0,3-12=-53/138, 3-10=-379/42, 4-10=0/629,6-10=-441/111, 6-9=0/269, 6-8=-1223/0 NOTES 1)Unbalanced roof live loads have been considered forthis design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 13-9-12, Exterior(2R) 13-9-12 to 16-9-12, Interior (1) 16-9-12 to 28-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382661T11Roof Special 1 118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:08 Page: 1 ID:xL_3A6XX3ynN6R7t3cX50NyAMR_-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =2x4 =12x16 =3x6 =2x4 =4x5 =3x10 =3x5 =4x5 =3x8 =3x5 =3x8 =5x10 =2x4 =4x6 =3x6 14 13 12 11 10 9 81615 312 76 4 17 18 5 0-4-15 0-10-3 0-10-3 3-8-5 4-6-8 4-7-10 9-2-2 4-7-10 13-9-12 7-3-2 21-0-14 7-6-10 28-7-8 0-1-12 27-7-8 0-8-7 0-8-7 1-0-0 28-7-8 3-11-13 4-8-4 6-4-14 27-5-12 7-3-2 21-0-14 9-1-8 13-9-1210-6-83-4-50-8-03-4-51-0-01-0-03-4-54-4-56-2-310-6-8Scale = 1:73.2 Plate Offsets (X, Y):[8:0-3-9,0-1-8], [16:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL)-0.15 12-13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.61 Vert(CT)-0.32 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT)0.04 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 152 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-14:2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 16-1,16-2,13-15,15-3,13-3:2x4 SPF Stud SLIDER Right 2x4 SPF Stud -- 1-3-7 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 4-12, 7-12, 7-9 REACTIONS (lb/size)9=1179/0-3-8, 16=1100/ Mechanical Max Horiz 16=-186 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-16=-52/4, 1-2=-41/30, 2-3=-252/19, 3-4=-1308/14, 4-5=-996/57, 5-7=-1055/49, 7-8=-311/0 BOT CHORD 15-16=-103/268, 14-15=0/20, 2-15=0/774, 13-14=-2/80, 12-13=0/939, 10-12=0/1092, 9-10=0/1092, 8-9=0/221 WEBS 2-16=-939/0, 13-15=0/1009, 3-15=-1003/0, 3-13=-300/64, 4-13=0/233, 4-12=-356/99, 5-12=0/696, 7-12=-436/116, 7-10=0/251, 7-9=-1218/0 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 13-9-12, Exterior(2R) 13-9-12 to 16-9-12, Interior (1) 16-9-12 to 28-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382662T12Roof Special 1 118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:09 Page: 1 ID:PXYRNSY9qGvEjbi3cJ2KYayAMQz-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =2x4 =12x16 =3x8 =2x4 =4x5 =4x8 =3x5 =3x8 =3x5 =4x5 =2x4 =3x6 =5x8 =4x8 =3x6 14 13 12 11 10 9 81615 312 764 17 18 5 0-4-15 0-10-3 0-10-3 1-8-5 2-6-8 5-7-10 8-2-2 5-7-10 13-9-12 7-3-2 21-0-14 7-6-10 28-7-8 0-1-12 27-5-12 0-8-7 0-8-7 1-1-12 28-7-8 1-11-13 2-8-4 8-2-0 10-10-4 8-2-0 27-4-0 8-3-12 19-2-010-6-82-0-50-8-01-0-01-0-02-0-53-0-57-6-310-6-8Scale = 1:73.2 Plate Offsets (X, Y):[8:0-3-9,0-1-8], [16:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL)-0.09 9-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.59 Vert(CT)-0.19 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT)0.04 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 144 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-14:2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 16-1,16-2,13-15,15-3,13-3:2x4 SPF Stud SLIDER Right 2x4 SPF Stud -- 1-3-7 BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:6-0-0 oc bracing: 14-15. WEBS 1 Row at midpt 4-13, 7-12, 7-9 REACTIONS (lb/size)9=1179/0-3-8, 16=1100/ Mechanical Max Horiz 16=-175 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-16=-123/6, 1-2=-45/15, 2-3=-448/0,3-4=-1208/24, 4-5=-1157/56, 5-7=-950/59,7-8=-442/0 BOT CHORD 15-16=-81/446, 14-15=-58/0, 2-15=0/990, 13-14=-8/60, 12-13=0/991, 10-12=0/1141, 9-10=0/1082, 8-9=0/328 WEBS 2-16=-983/0, 13-15=0/1088, 3-15=-683/28, 3-13=-420/73, 4-13=-79/21, 4-12=-330/133, 5-12=0/720, 7-12=-554/73, 7-10=0/355, 7-9=-1158/56 NOTES 1)Unbalanced roof live loads have been considered forthis design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 2-6-8, Interior (1) 2-6-8 to 13-9-12, Exterior(2R) 13-9-12 to 16-9-12, Interior (1) 16-9-12 to 28-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382663T13Roof Special 1 118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:09 Page: 1 ID:tk6paoYnbZ15LlHFA1ZZ5oyAMQy-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =3x8 =3x6 =4x5 =3x5 =3x5 =4x5 =3x5 =3x5 =4x5 =4x8 =3x6 12 11 10 9 7 8 1 2 63 5 1413 4 7-0-10 7-0-10 6-9-2 13-9-12 7-3-2 21-0-14 7-6-10 28-7-8 0-1-12 27-7-8 1-0-0 28-7-8 9-0-12 18-5-0 9-0-12 27-5-12 9-4-4 9-4-41-4-00-8-01-4-010-6-8Scale = 1:73.2 Plate Offsets (X, Y):[7:0-3-9,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL)-0.17 11-12 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.71 Vert(CT)-0.34 11-12 >972 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT)0.04 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 132 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 12-1:2x4 SPF Stud SLIDER Right 2x4 SPF Stud -- 1-3-7 BRACING TOP CHORD Structural wood sheathing directly applied or4-2-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-8, 3-12 REACTIONS (lb/size)8=1179/0-3-8, 12=1100/ Mechanical Max Horiz 12=-172 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-320/72, 3-4=-1253/59, 4-6=-1270/60, 6-7=-501/0, 1-12=-304/63 BOT CHORD 11-12=-1/1041, 9-11=0/745, 8-9=0/1078, 7-8=0/376 WEBS 3-11=-300/170, 4-11=-44/513, 4-9=-46/507, 6-9=-324/170, 6-8=-1130/81, 3-12=-1115/0 NOTES 1)Unbalanced roof live loads have been considered forthis design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 13-9-12, Exterior(2R) 13-9-12 to 16-9-12, Interior (1) 16-9-12 to 28-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s) for truss to truss connections. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382664T14Common1118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:09 Page: 1 ID:LwgBo7ZPLt9yzvsRkk4oe?yAMQx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =4x6 =3x5 =2x4 =3x5 =3x5 =3x8 =3x5 =4x5 =2x4 =3x6 =4x8 =4x8 =3x6 1 13 12 11 10 9 8 7 6253 14 15 4 7-6-10 7-6-10 7-3-2 22-0-14 7-3-2 14-9-12 7-6-10 29-7-8 0-1-12 28-7-8 0-1-12 3-6-12 1-0-0 29-7-8 3-5-0 3-5-0 8-3-11 28-5-12 8-3-11 11-10-7 8-3-11 20-2-10-8-010-6-8Scale = 1:73.2 Plate Offsets (X, Y):[1:0-1-12,0-0-2], [7:0-3-9,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL)-0.09 8-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.57 Vert(CT)-0.17 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT)0.04 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 134 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud -- 2-3-0, Right 2x4 SPFStud -- 1-3-7 BRACING TOP CHORD Structural wood sheathing directly applied or 5-2-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-12. WEBS 1 Row at midpt 2-12, 6-11, 6-8 REACTIONS (lb/size)8=1068/0-3-8, 12=1302/0-3-8 Max Horiz 12=162 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-127/422, 2-4=-906/56, 4-6=-767/75, 6-7=-430/0 BOT CHORD 1-12=-225/130, 11-12=-36/657, 9-11=0/1005, 8-9=0/946, 7-8=0/318 WEBS 2-12=-1395/81, 2-11=-42/167, 4-11=-2/477, 6-11=-566/73, 6-9=0/355, 6-8=-1000/55 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat.II; Exp B; Enclosed; MWFRS (envelope) exterior zoneand C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to14-9-12, Exterior(2R) 14-9-12 to 17-9-12, Interior (1)17-9-12 to 29-7-8 zone; cantilever left and rightexposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382665T15Common7118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:10 Page: 1 ID:LwgBo7ZPLt9yzvsRkk4oe?yAMQx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =2x4 =3x5 =3x5 =3x8 =3x5 =4x5 =2x4 =3x6 =4x8 =4x8 =3x6 8 11 10 9 6 7 5142 1312 3 1-3-11 1-3-11 5-6-10 6-10-5 7-3-2 14-1-7 7-6-10 21-8-1 0-1-12 20-8-1 1-0-0 21-8-1 4-0-3 4-0-3 8-3-1 12-3-4 8-3-1 20-6-55-11-100-8-010-6-8Scale = 1:73.2 Plate Offsets (X, Y):[6:0-3-9,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL)-0.08 8-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.55 Vert(CT)-0.18 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT)0.02 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 117 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Right 2x4 SPF Stud -- 1-3-7 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-10, 5-7 REACTIONS (lb/size)7=901/0-3-8, 11=821/0-3-8 Max Horiz 11=-195 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-83/105, 2-3=-462/94, 3-5=-490/87, 5-6=-394/0, 1-11=-77/106 BOT CHORD 10-11=-77/243, 8-10=0/805, 7-8=0/744, 6-7=0/289 WEBS 2-10=0/410, 3-10=-29/183, 5-10=-593/69, 5-8=0/368, 5-7=-772/71, 2-11=-899/62 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) interior zone and C-C Exterior(2E) 4-8-3 to 7-8-3, Interior (1) 7-8-3 to 11-4-12, Exterior(2R) 11-4-12 to 14-4-12, Interior (1) 14-4-12 to 26-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382666T16Common13118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:10 Page: 1 ID:afjbhCg2EeIgYH2Am7kvVvyAMQo-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =4x5 =2x4 =3x5 1 4 3 5 6 2 0-5-3 11-3-7 5-2-9 10-10-4 5-7-12 5-7-12 11-3-73-9-60-0-43-5-11Scale = 1:33.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 31 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 (lb/size)1=226/11-3-7, 3=226/11-3-7, 4=379/11-3-7 Max Horiz 1=-55 (LC 8) Max Uplift 1=-11 (LC 12), 3=-18 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-126/50, 2-3=-126/45 BOT CHORD 1-4=-7/54, 3-4=-7/54 WEBS 2-4=-249/45 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior (1) 3-5-12 to 5-8-2, Exterior(2R) 5-8-2 to 8-8-2, Interior (1) 8-8-2 to 10-10-7 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 11 lb uplift at joint 1 and 18 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 EPCON RT MASTERS-Bedford A I52382667T17Valley1118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:10 Page: 1 ID:LwgBo7ZPLt9yzvsRkk4oe?yAMQx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =2x4 =4x5 =2x4 =2x4 1 4 3 2 0-5-3 7-3-7 3-2-9 6-10-4 3-7-12 3-7-12 7-3-72-5-60-0-42-1-11Scale = 1:26.6 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 0.16 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 3 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 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 (lb/size)1=139/7-3-7, 3=139/7-3-7, 4=233/7-3-7 Max Horiz 1=-34 (LC 8) Max Uplift 1=-6 (LC 12), 3=-11 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-77/34, 2-3=-77/34 BOT CHORD 1-4=-5/33, 3-4=-5/33 WEBS 2-4=-153/43 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)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 6 lb uplift at joint 1 and 11 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 EPCON RT MASTERS-Bedford A I52382668T18Valley1118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:10 Page: 1 ID:LwgBo7ZPLt9yzvsRkk4oe?yAMQx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =2x4 =3x5 =2x4 1 3 2 0-5-3 3-3-7 1-2-9 2-10-4 1-7-12 1-7-12 3-3-71-1-60-0-40-9-11Scale = 1:23.5 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 0.02 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 7 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 3-4-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (lb/size)1=95/3-3-7, 3=95/3-3-7 Max Horiz 1=-13 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-80/33, 2-3=-80/33 BOT CHORD 1-3=-9/54 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)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)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382669T19Valley1118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:11 Page: 1 ID:LwgBo7ZPLt9yzvsRkk4oe?yAMQx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =5x8 =2x4 =2x4 =2x4 6 5 4 12 3 0-5-3 0-5-3 2-11-12 3-4-15 0-1-12 1-1-12 1-0-0 1-0-0 2-3-3 3-4-152-11-50-8-02-11-5Scale = 1:38.2 Plate Offsets (X, Y):[6:Edge,0-4-1] 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 0.19 Vert(LL)0.00 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.16 Vert(CT)0.00 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 13 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)4=40/ Mechanical, 5=209/0-3-8 Max Horiz 5=61 (LC 9) Max Uplift 4=-36 (LC 9) Max Grav 4=62 (LC 19), 5=209 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-53/12, 1-2=-130/43, 2-3=-67/51, 3-4=-73/64 BOT CHORD 5-6=-64/127, 4-5=-31/32 WEBS 2-5=-151/137 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 4. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382670T20Jack-Closed 2 118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:11 Page: 1 ID:p6EZ?Ta16BHpb3ReISb1ADyAMQw-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =5x6 =3x5 =2x4 4 3 1 2 1-4-3 1-4-31-6-130-8-01-6-13Scale = 1:24.3 Plate Offsets (X, Y):[4:0-3-0,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.01 Vert(LL)0.00 4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.01 Vert(CT)0.00 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT)0.00 4 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 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 1-4-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=42/0-4-3, 4=42/0-3-8 Max Horiz 3=27 (LC 9) Max Uplift 3=-10 (LC 9) Max Grav 3=48 (LC 19), 4=45 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-35/11, 1-2=-30/26, 2-3=-33/29 BOT CHORD 3-4=-5/6 WEBS 1-3=-33/46 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 3. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382671T21Jack-Closed 2 118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:11 Page: 1 ID:p6EZ?Ta16BHpb3ReISb1ADyAMQw-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =2x4 =2x4 =2x4 =2x4 6 5 4 1 2 7 3 0-8-8 3-11-0 1-1-12 1-1-12 4-4-4 5-6-0 0-1-12 1-1-12 1-0-0 1-0-0 4-4-4 5-6-04-4-00-8-00-2-100-10-104-4-0Scale = 1:46.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL)0.01 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.18 Vert(CT)-0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 19 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=159/ Mechanical, 5=258/0-3-8 Max Horiz 5=94 (LC 9) Max Uplift 4=-24 (LC 9) Max Grav 4=174 (LC 19), 5=258 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-101/47, 1-2=-166/97, 2-3=-112/74, 3-4=-118/100 BOT CHORD 5-6=-83/143, 4-5=-47/55 WEBS 2-5=-229/129 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 5-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 4. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382672T22Jack-Closed 1 118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:11 Page: 1 ID:p6EZ?Ta16BHpb3ReISb1ADyAMQw-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =2x4 =2x4 =2x4 =2x4 6 5 4 1 2 7 3 0-8-8 3-11-0 1-1-12 1-1-12 4-4-4 5-6-0 0-1-12 1-1-12 1-0-0 1-0-0 4-4-4 5-6-04-4-00-8-00-2-100-10-104-4-0Scale = 1:46.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL)0.01 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.18 Vert(CT)-0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 19 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=159/ Mechanical, 5=258/0-3-8 Max Horiz 5=94 (LC 9) Max Uplift 4=-24 (LC 9) Max Grav 4=174 (LC 19), 5=258 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-101/47, 1-2=-166/97, 2-3=-112/74, 3-4=-118/100 BOT CHORD 5-6=-83/143, 4-5=-47/55 WEBS 2-5=-229/129 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 5-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 4. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382673T23Jack-Closed 6 118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:11 Page: 1 ID:HIoyDpbftUPgCC0qr96GjQyAMQv-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =2x4 =3x5 =3x5 =2x4 4 3 1 5 2 4-6-0 4-6-04-4-01-4-04-4-0Scale = 1:29.8 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 0.29 Vert(LL)-0.02 3-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.18 Vert(CT)-0.04 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 21 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=168/ Mechanical, 4=168/0-3-8 Max Horiz 4=94 (LC 9) Max Uplift 3=-23 (LC 9) Max Grav 3=183 (LC 19), 4=169 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-127/41, 1-2=-110/90, 2-3=-131/104 BOT CHORD 3-4=-178/132 WEBS 1-3=-99/151 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 4-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 3. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382674T24Jack-Closed 1 118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:12 Page: 1 ID:HIoyDpbftUPgCC0qr96GjQyAMQv-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 6 2 7 3 6-2-10 6-2-104-2-00-0-44-2-0Scale = 1:30.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL)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 0.05 Horiz(TL)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 20 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=8/6-2-10, 4=125/6-2-10, 5=317/6-2-10 Max Horiz 1=91 (LC 9) Max Uplift 1=-24 (LC 10), 4=-7 (LC 9), 5=-47 (LC 12) Max Grav 1=49 (LC 12), 4=130 (LC 19), 5=317 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-182/129, 2-3=-99/73, 3-4=-99/78 BOT CHORD 1-5=-43/47, 4-5=-43/47 WEBS 2-5=-237/140 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior (1) 3-5-12 to 6-1-4 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)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 4-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 1, 7 lb uplift at joint 4 and 47 lb uplift at joint 5. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382675T25Valley1118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:12 Page: 1 ID:HIoyDpbftUPgCC0qr96GjQyAMQv-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =2x4 =2x4 =2x4 1 3 4 2 4-2-10 4-2-102-10-00-0-42-10-0Scale = 1:24.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.13 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: 13 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=145/4-2-10, 3=145/4-2-10 Max Horiz 1=59 (LC 9) Max Uplift 3=-12 (LC 12) Max Grav 1=145 (LC 1), 3=148 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-85/67, 2-3=-112/85 BOT CHORD 1-3=-28/31 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior (1) 3-5-12 to 4-1-4 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)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 4-0-0 oc. 5)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 3. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382676T26Valley1118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:12 Page: 1 ID:HIoyDpbftUPgCC0qr96GjQyAMQv-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 8 12 =2x4 =2x4 =2x4 1 3 2 2-2-10 2-2-101-6-00-0-41-6-0Scale = 1:18.9 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 0.04 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.02 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 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=65/2-2-10, 3=65/2-2-10 Max Horiz 1=26 (LC 9) Max Uplift 3=-5 (LC 12) Max Grav 1=65 (LC 1), 3=66 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-40/31, 2-3=-50/41 BOT CHORD 1-3=-13/14 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 4-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 5 lb uplift at joint 3. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382677T27Valley1118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:12 Page: 1 ID:HIoyDpbftUPgCC0qr96GjQyAMQv-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =2x4 =2x4 =2x4 1 3 2 3-4-2 3-4-22-3-00-0-42-3-0Scale = 1:21.8 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 0.11 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.07 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: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=110/3-4-2, 3=110/3-4-2 Max Horiz 1=44 (LC 9) Max Uplift 3=-9 (LC 12) Max Grav 1=110 (LC 1), 3=112 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-66/52, 2-3=-85/67 BOT CHORD 1-3=-21/23 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 4-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 9 lb uplift at joint 3. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382678T28Valley1118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:13 Page: 1 ID:HIoyDpbftUPgCC0qr96GjQyAMQv-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =2x4 =2x4 =2x4 1 3 4 5 2 5-4-2 5-4-23-7-00-0-43-7-0Scale = 1:27 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.23 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: 16 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=190/5-4-2, 3=190/5-4-2 Max Horiz 1=77 (LC 9) Max Uplift 3=-15 (LC 12) Max Grav 1=190 (LC 1), 3=194 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-109/87, 2-3=-146/108 BOT CHORD 1-3=-37/40 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior (1) 3-5-12 to 5-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 4-0-0 oc. 5)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 3. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382679T29Valley1118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:13 Page: 1 ID:HIoyDpbftUPgCC0qr96GjQyAMQv-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 6 2 7 8 3 6-8-10 6-8-104-6-00-0-44-6-0Scale = 1:31.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horiz(TL)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 22 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=41/6-8-10, 4=125/6-8-10, 5=323/6-8-10 Max Horiz 1=99 (LC 9) Max Uplift 1=-9 (LC 8), 4=-8 (LC 9), 5=-47 (LC 12) Max Grav 1=64 (LC 20), 4=131 (LC 19), 5=323 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-185/131, 2-3=-102/76, 3-4=-99/78 BOT CHORD 1-5=-47/51, 4-5=-47/51 WEBS 2-5=-242/136 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior (1) 3-5-12 to 6-7-4 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)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 4-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 1, 8 lb uplift at joint 4 and 47 lb uplift at joint 5. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382680T30Valley1118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:13 Page: 1 ID:lVLKQ9bIeoXXqMa0PteVFeyAMQu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =3x8 =4x8 =3x8 =3x10 =4x5 =8x10 =3x10 =3x8 =4x8 =3x8 =2x4 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 12 13 11 7 6 10 14 15 16 9 8 17 18 1 5 42 3 2-0-13 2-0-13 2-0-11 14-8-0 5-3-3 7-4-0 5-3-5 12-7-5 2-3-9 2-3-9 2-3-7 14-8-0 5-0-7 7-4-0 5-0-9 12-4-91-4-01-0-06-2-11Scale = 1:45.6 Plate Offsets (X, Y):[2:0-2-8,0-1-8], [4:0-2-8,0-1-8], [9:0-5-0,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL)-0.06 9-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.91 Vert(CT)-0.13 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(CT)0.11 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 235 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 11-2,4-7:2x6 SP 2400F 2.0E WEBS 2x4 SPF Stud *Except* 9-2,9-4:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)6=3971/0-3-8, 12=4742/0-3-8 Max Horiz 12=-100 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-4127/0, 2-3=-4519/0, 3-4=-4519/0, 4-5=-4133/0, 1-12=-4138/0, 5-6=-4179/0 BOT CHORD 11-12=-27/267, 10-11=-1119/0, 2-10=0/381, 9-10=0/5826, 8-9=0/5813, 7-8=-1430/0, 4-8=0/378, 6-7=0/176 WEBS 2-9=-2225/0, 3-9=0/4595, 4-9=-2211/0, 1-11=0/3478, 5-7=0/3545 NOTES 1)N/A 2)3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 3)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. 4)Unbalanced roof live loads have been considered for this design. 5)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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. 8)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-7-4 from the left end to 12-6-5 to connect truss(es) to front 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: 1-3=-60, 3-5=-60, 11-12=-20, 8-10=-20, 6-7=-20 Concentrated Loads (lb) Vert: 8=-1080 (F), 13=-1085 (F), 14=-1080 (F), 15=-1080 (F), 16=-1080 (F), 17=-1080 (F), 18=-1080 (F) Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382681TG1Roof Special Girder 1 318030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:13 Page: 1 ID:2rHzuYhh?yQXARdMJrG816yAMQn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Special connection required to distribute bottom chordloads equally between all plies.1080/(3X1.15X86)=4 nails/2ft=> It's OK PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FORLOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGERMANUFACTURER SPECIFICATIONS. June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =3x5 =3x5 =12x20 =3x5 =3x8 =3x8 =3x8 =4x5 =3x8 =4x6 =3x8 =3x8 =3x8 =3x5 =3x5 =3x6 =3x6 =3x5 =3x5 =6x12 =3x5 NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special 1 40 3954 38 37 365535 3433 325631 3057 2958 28 2726 25 24 23 50 45 51464741 22 52 2120 53 2 193 484244 4 18 5 17 4943 6 16157814 9 13 10 12 11 4-10-6 24-6-9 4-10-6 9-11-6 5-0-15 5-0-15 4-10-6 14-9-12 4-10-6 19-8-2 5-0-15 29-7-8 1-0-0 1-0-0 1-0-0 29-7-8 4-0-15 28-7-8 4-10-6 24-6-9 4-10-6 19-8-2 6-1-0 14-9-12 7-8-12 8-8-120-8-010-6-8Scale = 1:72.5 Plate Offsets (X, Y):[23:Edge,0-0-10], [23:0-3-1,0-8-13] 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 0.28 Vert(LL)-0.03 28-29 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.49 Vert(CT)-0.05 28-29 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(CT)0.01 23 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 700 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 40-2,19-26:2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 41-10,38-43,47-12,31-49,50-16:2x4 SPF No.2 WEDGE Right: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 41,42, 44, 46, 47, 48,51 REACTIONS (lb/size)23=1312/0-3-8, 40=2403/7-10-8 Max Horiz 40=161 (LC 5) Max Uplift 23=-178 (LC 9), 40=-131 (LC 8) Max Grav 23=1348 (LC 22), 40=2403 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/405, 2-4=0/522, 4-5=0/581, 5-6=0/561, 6-7=0/589, 7-8=-746/208, 8-9=-672/201, 9-10=-671/222, 10-11=-627/222, 11-12=-645/216, 12-13=-687/205, 13-14=-679/174, 14-15=-766/172, 15-16=-1192/256, 16-17=-1322/269, 17-18=-1334/243, 18-19=-1378/222, 19-20=-1883/334, 20-22=-1943/328, 22-23=-2066/297 BOT CHORD 1-40=-250/25, 39-40=-161/222, 38-39=-161/222, 37-38=-161/222, 36-37=-161/222, 35-36=-161/222, 33-35=-95/1100, 32-33=-95/1100, 31-32=-95/1100, 30-31=-95/1100, 29-30=-199/1579, 28-29=-199/1579, 27-28=-199/1579, 26-27=-199/1579, 25-26=-199/1579, 24-25=-199/1579, 23-24=-199/1579 WEBS 2-46=-271/104, 45-46=-253/105, 40-45=-337/132, 40-44=-1769/164, 7-44=-1759/149, 7-43=-37/1063, 42-43=-34/1101, 41-42=-31/1078, 35-41=-36/1102, 11-35=-198/532, 35-47=-1005/220, 47-48=-1018/221, 48-49=-989/215, 15-49=-933/203, 15-30=-136/659, 30-50=-584/154, 50-51=-694/173, 51-52=-618/158, 52-53=-631/160, 19-53=-552/142, 19-26=-89/382, 10-41=-34/64, 36-41=-40/53, 9-42=-83/40, 37-42=-55/40, 8-43=-34/90, 38-43=-45/54, 6-44=-63/51, 39-44=-77/51, 5-45=-119/50, 4-46=-8/28, 12-47=-29/60, 33-47=-27/53, 13-48=-95/40, 32-48=-61/39, 14-49=-12/104, 31-49=-26/173, 16-50=-28/165, 17-51=-57/40, 29-51=-17/88, 18-52=-33/56, 28-52=-52/45, 27-53=-34/143, 20-25=-2/31, 22-24=-32/128 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) 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. 6)All plates are 2x4 MT20 unless otherwise indicated. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 40 and 178 lb uplift at joint 23. Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382682TG2Common Girder 1 218030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:14 Page: 1 ID:6Q1woJSGuCO?Gb0rCpomKVyAMJL-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10)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. 11)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 12)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 405 lb down and 130 lb up at 24-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-11=-60, 11-23=-60, 1-23=-20 Concentrated Loads (lb) Vert: 37=-139 (B), 33=-139 (B), 27=-375 (B), 54=-148 (B), 55=-139 (B), 56=-139 (B), 57=-139 (B), 58=-139 (B) Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382682TG2Common Girder 1 218030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:14 Page: 2 ID:6Q1woJSGuCO?Gb0rCpomKVyAMJL-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 5.6612 =5x6 =4x6 =3x8 =2x4 =3x5 =2x4 NAILED NAILED NAILED NAILED 86 7 5 9 4 1 2 3 3-9-15 3-9-15 3-9-15 7-7-13 0-1-12 1-5-15 1-4-4 1-4-4 2-11-9 4-5-8 3-2-5 7-7-134-3-50-8-04-3-5Scale = 1:44.5 Plate Offsets (X, Y):[7:0-3-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL)0.01 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(CT)-0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 35 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=264/ Mechanical, 6=429/0-4-15 Max Horiz 6=99 (LC 5) Max Uplift 4=-77 (LC 8), 6=-58 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-7=-27/7, 1-2=-34/139, 2-3=-82/30, 3-4=-86/20 BOT CHORD 6-7=-4/3, 5-6=-93/224, 4-5=-112/277 WEBS 1-6=-77/42, 2-6=-399/79, 2-5=-61/163, 2-4=-309/135 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint 4 and 58 lb uplift at joint 6. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 7)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 4-7=-20 Concentrated Loads (lb) Vert: 8=-64 (F=-32, B=-32), 9=-40 (F=-20, B=-20) Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382683TG3Diagonal Hip Girder 1 118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:15 Page: 1 ID:6S9DTsfQTK9pw7T_CQDgyhyAMQp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =5x6 =4x5 =3x5 26 25 24 23 22 21 20 19 18 17 16 15 14 131 122 113 104 95 86 7 8-4-0 8-4-0 8-4-0 16-8-0 1-0-0 1-0-0 15-8-0 16-8-00-8-06-2-11Scale = 1:45.4 Plate Offsets (X, Y):[13:Edge,0-3-8], [24:0-3-0,0-3-0] 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 0.06 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 15 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 158 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 20-7:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)15=178/14-8-0, 16=74/14-8-0, 17=114/14-8-0, 18=104/14-8-0, 19=114/14-8-0, 20=143/14-8-0, 21=114/14-8-0, 22=104/14-8-0, 23=114/14-8-0, 24=74/14-8-0, 25=178/14-8-0 Max Horiz 25=-97 (LC 8) Max Uplift 15=-38 (LC 9), 16=-67 (LC 8), 17=-5 (LC 13), 18=-22 (LC 13), 19=-6 (LC 13), 21=-6 (LC 12), 22=-22 (LC 12), 23=-4 (LC 12), 24=-72 (LC 9), 25=-44 (LC 8) Max Grav 15=200 (LC 19), 16=129 (LC 20), 17=118 (LC 26), 18=107 (LC 20), 19=114 (LC 1), 20=159 (LC 22), 21=114 (LC 1), 22=107 (LC 19),23=118 (LC 25), 24=133 (LC 19),25=205 (LC 20) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-26=-13/16, 1-2=-42/92, 2-3=-47/87, 3-4=-29/87, 4-5=-46/92, 5-6=-65/107, 6-7=-79/132, 7-8=-79/132, 8-9=-65/107, 9-10=-46/91, 10-11=-29/86, 11-12=-42/83, 12-13=-43/90, 13-14=-14/15 BOT CHORD 25-26=-69/48, 23-25=-66/45, 22-23=-66/45, 21-22=-66/45, 20-21=-66/45, 19-20=-66/45, 18-19=-66/45, 17-18=-66/45, 16-17=-66/45, 15-16=-66/45, 14-15=-66/45 WEBS 7-20=-132/41, 6-21=-87/27, 5-22=-79/44, 4-23=-84/39, 3-24=-89/51, 2-25=-124/70, 8-19=-87/27, 9-18=-79/44, 10-17=-84/39, 11-16=-87/49, 12-15=-124/70 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-1-12 to 3-0-0, Exterior(2N) 3-0-0 to 8-4-0, Corner(3R) 8-4-0 to 11-4-0, Exterior(2N) 11-4-0 to 16-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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 6 lb uplift at joint 21, 22 lb uplift at joint 22, 4 lb uplift at joint 23, 72 lb uplift at joint 24, 44 lb uplift at joint 25, 6 lb uplift at joint 19, 22 lb uplift at joint 18, 5 lb uplift at joint 17, 67 lb uplift at joint 16 and 38 lb uplift at joint 15. 9)N/A 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 EPCON RT MASTERS-Bedford A I52382684TGE1Common Supported Gable 1 118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:15 Page: 1 ID:eGbrGXfoi11yJ_uoeiiRQUyAMQq-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =3x5 =3x5 =4x5 =3x5 =3x5 45 44 43 42 41 40 39 38 37 3635 34 33 32 31 30 29 28 27 26 25 24 1 23 2 22321 4 20 5 19 186 177 168 159 1410 1311 12 14-0-0 14-0-0 14-0-0 28-0-0 1-0-0 1-0-0 27-0-0 28-0-00-8-010-0-0Scale = 1:64.9 Plate Offsets (X, Y):[23:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.12 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horiz(TL)0.00 25 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 379 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*41-6,42-5,43-4,44-2,28-18,27-19,26-20,25-22:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 ocbracing. WEBS 1 Row at midpt 12-34, 11-35, 13-33 REACTIONS (lb/size)25=214/26-0-0, 26=54/26-0-0, 27=119/26-0-0, 28=103/26-0-0,29=108/26-0-0, 30=106/26-0-0,31=107/26-0-0, 32=104/26-0-0,33=117/26-0-0, 34=153/26-0-0,35=117/26-0-0, 37=104/26-0-0,38=107/26-0-0, 39=106/26-0-0,40=108/26-0-0, 41=103/26-0-0, 42=119/26-0-0, 43=54/26-0-0, 44=214/26-0-0 Max Horiz 44=157 (LC 9) Max Uplift 25=-65 (LC 9), 26=-128 (LC 8), 27=-9 (LC 12), 28=-20 (LC 13), 29=-15 (LC 13), 30=-16 (LC 13), 31=-15 (LC 13), 32=-24 (LC 13), 37=-24 (LC 12), 38=-15 (LC 12), 39=-16 (LC 12), 40=-15 (LC 12), 41=-21 (LC 12), 42=-10 (LC 13), 43=-139 (LC 9), 44=-78 (LC 8) Max Grav 25=273 (LC 19), 26=161 (LC 11), 27=124 (LC 26), 28=108 (LC 20), 29=108 (LC 26), 30=106 (LC 1), 31=107 (LC 1), 32=106 (LC 26), 33=117 (LC 1), 34=201 (LC 22), 35=117 (LC 1), 37=106 (LC 25), 38=107 (LC 1), 39=106 (LC 1), 40=108 (LC 25), 41=108 (LC 19), 42=124 (LC 25), 43=172 (LC 10), 44=283 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-45=-19/30, 1-2=-68/138, 2-4=-88/132, 4-5=-42/115, 5-6=-41/120, 6-7=-45/126, 7-8=-63/139, 8-9=-80/156, 9-10=-98/181, 10-11=-118/211, 11-12=-126/221, 12-13=-126/221, 13-14=-118/211, 14-15=-98/181, 15-16=-80/156, 16-17=-63/135, 17-18=-45/123, 18-19=-34/117, 19-20=-36/111, 20-22=-79/125, 22-23=-62/133, 23-24=-17/28 BOT CHORD 44-45=-108/76, 43-44=-103/70, 42-43=-103/70, 41-42=-103/70, 40-41=-103/70, 39-40=-103/70, 38-39=-103/70, 37-38=-103/70,35-37=-103/70, 34-35=-103/70,33-34=-103/70, 32-33=-103/70,31-32=-103/70, 30-31=-103/70,29-30=-103/70, 28-29=-103/70,27-28=-103/70, 26-27=-103/70, 25-26=-103/70, 24-25=-103/70 WEBS 12-34=-198/85, 11-35=-90/8, 10-37=-79/40, 9-38=-80/32, 8-39=-80/31, 7-40=-81/32, 6-41=-79/32, 5-42=-86/28, 4-43=-97/71, 2-44=-149/48, 13-33=-90/8, 14-32=-79/40,15-31=-80/32, 16-30=-80/31, 17-29=-81/32,18-28=-79/32, 19-27=-86/28, 20-26=-94/68,22-25=-148/44 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-1-12 to 3-4-0, Exterior(2N) 3-4-0 to 14-0-0, Corner(3R) 14-0-0 to 17-0-0, Exterior(2N) 17-0-0 to 27-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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. Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382685TGE2Common Supported Gable 1 118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:15 Page: 1 ID:6S9DTsfQTK9pw7T_CQDgyhyAMQp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 8)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 24 lb uplift at joint 37, 15 lb uplift at joint 38, 16 lb uplift at joint 39, 15 lb uplift at joint 40, 21 lb uplift at joint 41, 10 lb uplift at joint 42, 139 lb uplift at joint 43, 78 lb uplift at joint 44, 24 lb uplift at joint 32, 15 lb uplift at joint 31, 16 lb uplift at joint 30, 15 lb uplift at joint 29, 20 lb uplift at joint 28, 9 lb uplift at joint 27, 128 lb uplift at joint 26 and 65 lb uplift at joint 25. 9)N/A 10)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382685TGE2Common Supported Gable 1 118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:15 Page: 2 ID:6S9DTsfQTK9pw7T_CQDgyhyAMQp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =4x5 =3x5 18 17 16 15 14 13 12 11 10 1 9 2 8 201937 4 6 5 6-1-7 6-1-7 6-1-7 12-2-15 1-0-0 1-0-0 11-2-15 12-2-150-8-04-9-0Scale = 1:37 Plate Offsets (X, Y):[9:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horiz(TL)0.00 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 96 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 or10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)11=214/10-2-15, 12=54/10-2-15, 13=128/10-2-15, 14=163/10-2-15, 15=128/10-2-15, 16=54/10-2-15, 17=214/10-2-15 Max Horiz 17=74 (LC 9) Max Uplift 11=-20 (LC 12), 12=-48 (LC 8), 13=-4 (LC 13), 15=-4 (LC 12), 16=-50 (LC 9), 17=-21 (LC 13) Max Grav 11=247 (LC 26), 12=90 (LC 20), 13=133 (LC 26), 14=163 (LC 1), 15=133 (LC 25), 16=92 (LC 19), 17=247 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-7/22, 1-2=-17/120, 2-3=-10/91, 3-4=-13/104, 4-5=-31/120, 5-6=-31/120, 6-7=-13/104, 7-8=-9/91, 8-9=-16/119, 9-10=-7/22 BOT CHORD 17-18=-80/28, 16-17=-80/28, 15-16=-80/28,14-15=-80/28, 13-14=-80/28, 12-13=-80/28,11-12=-80/28, 10-11=-80/28 WEBS 5-14=-140/0, 4-15=-95/39, 3-16=-69/46, 2-17=-154/88, 6-13=-95/39, 7-12=-68/46, 8-11=-154/88 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-1-12 to 3-1-12, Exterior(2N) 3-1-12 to 6-1-7, Corner(3R) 6-1-7 to 9-1-7, Exterior(2N) 9-1-7 to 12-1-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 15, 50 lb uplift at joint 16, 21 lb uplift at joint 17, 4 lb uplift at joint 13, 48 lb uplift at joint 12 and 20 lb uplift at joint 11. 9)N/A 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 EPCON RT MASTERS-Bedford A I52382686TGE3Common Supported Gable 1 118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:16 Page: 1 ID:6S9DTsfQTK9pw7T_CQDgyhyAMQp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =5x6 =4x5 =3x5 =3x5 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 1615 14 13 12 1 11 102 93 84 75 6 6-10-5 6-10-5 14-9-12 21-8-1 21-8-15-11-100-8-010-6-8Scale = 1:65.3 Plate Offsets (X, Y):[18:Edge,0-3-8], [31:0-3-0,0-3-0] 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 0.13 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.20 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.01 20 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 348 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 18-19:2x4 SPF Stud OTHERS 2x4 SPF No.2 *Except*24-12,23-13,22-14,21-16,20-17:2x4 SPFStud 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 6-30, 5-31, 4-32, 7-29, 8-28 REACTIONS (lb/size)20=213/20-8-1, 21=41/20-8-1, 22=122/20-8-1, 23=104/20-8-1, 24=107/20-8-1, 25=107/20-8-1, 26=106/20-8-1, 27=107/20-8-1, 28=106/20-8-1, 29=111/20-8-1, 30=99/20-8-1, 31=111/20-8-1, 32=108/20-8-1, 33=104/20-8-1, 34=121/20-8-1, 35=45/20-8-1 Max Horiz 35=-210 (LC 8) Max Uplift 20=-174 (LC 9), 21=-261 (LC 8), 22=-4 (LC 9), 23=-27 (LC 13), 24=-13 (LC 13), 25=-17 (LC 13), 26=-15 (LC 13), 27=-16 (LC 13), 28=-21 (LC 13), 30=-49 (LC 10), 31=-2 (LC 12), 32=-19 (LC 12), 33=-21 (LC 12), 34=-20 (LC 9), 35=-34 (LC 13) Max Grav 20=385 (LC 19), 21=243 (LC 11), 22=137 (LC 19), 23=112 (LC 20), 24=107 (LC 26), 25=107 (LC 20), 26=106 (LC 1), 27=107 (LC 1), 28=107 (LC 26), 29=115 (LC 20), 30=131 (LC 9), 31=111 (LC 1), 32=109 (LC 25), 33=105 (LC 25), 34=146 (LC 19), 35=48 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-35=-82/87, 1-2=-91/112, 2-3=-94/123, 3-4=-109/151, 4-5=-127/183, 5-6=-131/195, 6-7=-131/195, 7-8=-126/182, 8-9=-127/151, 9-10=-135/128, 10-11=-142/130, 11-12=-150/132, 12-13=-157/133, 13-14=-166/136, 14-16=-162/136, 16-17=-237/185, 17-18=-174/148, 18-19=-60/42 BOT CHORD 34-35=-140/176, 33-34=-140/176, 32-33=-140/176, 30-32=-140/176, 29-30=-140/176, 28-29=-140/176, 27-28=-140/176, 26-27=-140/176, 25-26=-140/176, 24-25=-140/176, 23-24=-140/176, 22-23=-140/176, 21-22=-140/176, 20-21=-140/176, 19-20=-140/176 WEBS 6-30=-169/80, 5-31=-84/17, 4-32=-80/42, 3-33=-81/35, 2-34=-89/51, 7-29=-88/19, 8-28=-81/41, 9-27=-80/32, 10-26=-80/32, 11-25=-81/33, 12-24=-79/32, 13-23=-81/34, 14-22=-85/28, 16-21=-121/121, 17-20=-186/65 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 4-8-3 to 7-4-12, Exterior(2N) 7-4-12 to 11-4-12, Corner(3R) 11-4-12 to 14-4-12, Exterior(2N) 14-4-12 to 26-0-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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. Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A I52382687TGE4Common Supported Gable 1 118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:16 Page: 1 ID:W1qL6uiJmFYOnbCZtYnNaKyAMQm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 8)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 34 lb uplift at joint 35, 2 lb uplift at joint 31, 49 lb uplift at joint 30, 19 lb uplift at joint 32, 21 lb uplift at joint 33, 20 lb uplift at joint 34, 21 lb uplift at joint 28, 16 lb uplift at joint 27, 15 lb uplift at joint 26, 17 lb uplift at joint 25, 13 lb uplift at joint 24, 27 lb uplift at joint 23, 4 lb uplift at joint 22, 261 lb uplift at joint 21 and 174 lb uplift at joint 20. 9)N/A 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 EPCON RT MASTERS-Bedford A I52382687TGE4Common Supported Gable 1 118030029-N Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Jun 06 19:42:16 Page: 2 ID:W1qL6uiJmFYOnbCZtYnNaKyAMQm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 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