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HomeMy WebLinkAboutCC Lot 70 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: I52382520 thru I52382599 My license renewal date for the state of Indiana is July 31, 2022. 18030029-V EPCON RT MASTERS-Haven A Bonus Room 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. 412 =5x8 =5x6 =2x4 =3x5 =3x5 =5x10 =2x4 1 7 5 4 6 2 3 4-4-0 4-4-0 4-4-0 8-8-0 1-0-0 1-0-0 1-8-7 2-8-7 2-10-14 5-7-6 3-0-10 8-8-03-6-110-8-03-6-11Scale = 1:33.5 Plate Offsets (X, Y):[1:0-1-10,0-7-3], [3:0-3-3,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL)-0.01 5-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.15 Vert(CT)-0.02 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 40 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x8 SP 2400F 2.0E -- 2-2-9 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=341/0-3-8, 4=341/ Mechanical Max Horiz 1=87 (LC 9) Max Uplift 4=-11 (LC 12) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-578/69, 2-3=-352/93, 3-4=-317/110 BOT CHORD 1-7=-143/507, 6-7=-143/507, 5-6=-177/461 WEBS 2-5=-301/146, 3-5=-103/428 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 8-6-4 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 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 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-Haven A Bonus Room I52382520T1Monopitch5118030029-V Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 E Jan 6 2022 Print: 8.530 E Jan 6 2022 MiTek Industries, Inc. Tue Jun 07 14:13:37 Page: 1 ID:foILrCvTLnSuFGYN6HR2Joy9PJk-iL1XVjyslGkZ68GeBykjYj0n23rjM9vFs6cPb3z8pXS 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 =6x8 =2x4 5 4 1 2 3 1-0-0 -1-0-0 4-8-8 4-8-8 4-8-810-7-127-6-110-7-12Scale = 1:58.6 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 0.70 Vert(LL)-0.02 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.20 Vert(CT)-0.05 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 42 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-2-11 oc bracing. WEBS 1 Row at midpt 3-4, 2-4 REACTIONS (lb/size)4=168/ Mechanical, 5=254/0-3-8 Max Horiz 5=248 (LC 9) Max Uplift 4=-272 (LC 9), 5=-154 (LC 8) Max Grav 4=337 (LC 10), 5=418 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38, 2-3=-181/166, 3-4=-168/148, 2-5=-526/363 BOT CHORD 4-5=-402/349 WEBS 2-4=-493/615 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) 8-3-2 to 11-3-2, Interior (1) 11-3-2 to 13-9-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 272 lb uplift at joint 4 and 154 lb uplift at joint 5. 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-Haven A Bonus Room I52382521T2Monopitch4118030029-V 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 19:36:31 Page: 1 ID:foILrCvTLnSuFGYN6HR2Joy9PJk-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 =6x8 =2x4 5 4 1 2 3 4-10-8 4-10-8 1-5-0 -1-5-0 0-0-6 0-0-6 4-10-2 4-10-810-7-127-4-1210-7-126-5-7Scale = 1:60.1 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 0.70 Vert(LL)-0.03 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.22 Vert(CT)-0.05 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.16 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 No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-0-13 oc bracing. WEBS 1 Row at midpt 3-4, 2-4 REACTIONS (lb/size)4=167/ Mechanical, 5=293/0-4-3 Max Horiz 5=251 (LC 9) Max Uplift 4=-264 (LC 9), 5=-138 (LC 8) Max Grav 4=330 (LC 10), 5=440 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/52, 2-3=-182/165, 3-4=-167/148, 2-5=-504/327 BOT CHORD 4-5=-415/355 WEBS 2-4=-485/616 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) 7-8-2 to 10-8-2, Interior (1) 10-8-2 to 13-9-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 264 lb uplift at joint 4 and 138 lb uplift at joint 5. 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-Haven A Bonus Room I52382522T3Monopitch1118030029-V 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 19:36:31 Page: 1 ID:Mjv7xd1l_sjTSoJIhNcOjvy9PJa-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 =6x8 =2x4 5 4 1 2 3 1-5-0 -1-5-0 6-10-8 6-10-8 0-0-6 0-0-6 6-10-2 6-10-810-7-126-0-1210-7-12Scale = 1:60.1 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 0.68 Vert(LL)-0.11 4-5 >701 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.47 Vert(CT)-0.23 4-5 >351 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 47 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-9-6 oc bracing. WEBS 1 Row at midpt 3-4, 2-4 REACTIONS (lb/size)4=252/ Mechanical, 5=368/0-4-3 Max Horiz 5=253 (LC 9) Max Uplift 4=-166 (LC 9), 5=-40 (LC 8) Max Grav 4=351 (LC 19), 5=436 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/52, 2-3=-208/185, 3-4=-212/176, 2-5=-370/146 BOT CHORD 4-5=-420/350 WEBS 2-4=-348/455 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) 5-8-2 to 8-8-2, Interior (1) 8-8-2 to 13-9-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 lb uplift at joint 4 and 40 lb uplift at joint 5. 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-Haven A Bonus Room I52382523T4Monopitch1118030029-V 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 19:36:31 Page: 1 ID:mIaGae3dHn52JG1tNWA6LYy9PJX-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 =3x8 =3x5 =5x8 =2x4 =3x5 =6x8 =2x4 =2x4 =MT18HS 10x12 =3x8 =3x8 =3x5 15 14 13 10 9 8 1112 1 2 3 4 5 6 16 177 1-4-15 2-11-9 3-2-11 6-2-4 1-5-0 -1-5-0 4-1-11 10-3-15 1-6-11 1-6-11 4-11-0 15-2-15 0-0-6 0-0-6 1-6-5 1-6-11 1-6-11 3-1-5 2-11-3 6-0-8 4-1-11 10-2-3 5-0-12 15-2-154-8-1211-7-61-0-011-7-6Scale = 1:78.4 Plate Offsets (X, Y):[6:0-3-0,Edge], [8:Edge,0-1-8], [11:0-2-12,0-2-12], [12:0-5-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL)-0.02 8-9 >999 240 MT18HS 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.18 Vert(CT)-0.04 8-9 >999 180 MT20 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT)0.01 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 140 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-11,15-2,14-12,12-3,2-14:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 9-9-13 oc bracing. Except: 1 Row at midpt 5-11 WEBS 1 Row at midpt 7-8, 6-9 REACTIONS (lb/size)8=593/0-3-8, 15=697/0-4-3 Max Horiz 15=281 (LC 9) Max Uplift 8=-75 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/52, 2-3=-218/38, 3-4=-314/54, 4-5=-395/43, 5-6=-417/114, 6-7=-207/108, 7-8=-550/144, 2-15=-672/27 BOT CHORD 14-15=-360/296, 13-14=-15/17, 12-13=0/30, 4-12=-269/50, 11-12=-316/438, 10-11=0/61, 5-11=-239/104, 9-10=-16/26, 8-9=-113/126 WEBS 4-11=-107/182, 9-11=-120/229, 6-11=-237/374, 6-9=-369/261, 7-9=-154/457, 3-14=-469/32, 12-14=-371/412, 3-12=-41/413, 2-14=0/409 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) 3-8-2 to 6-7-13, Interior (1) 6-7-13 to 15-5-1, Exterior(2R) 15-5-1 to 19-8-0, Interior (1) 19-8-0 to 20-2-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 8. 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-Haven A Bonus Room I52382524T5Piggyback Base 1 118030029-V 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 19:36:32 Page: 1 ID:jDmt7yVDprexdonnU4pYo8y9PIz-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 =5x8 =2x4 =3x6 =5x10 =2x4 =2x4 =3x5 =6x10 =3x8 =3x5 16 15 14 11 10 9 1213 1 2 3 4 5 17 6 7 1819 208 1-4-15 2-11-9 2-1-11 12-3-15 1-5-0 -1-5-0 1-6-11 1-6-11 7-2-11 10-2-4 4-11-0 17-2-15 0-0-6 0-0-6 1-6-5 1-6-11 1-6-11 3-1-5 2-1-11 12-2-3 5-0-12 17-2-15 6-11-3 10-0-83-4-1211-7-61-0-011-7-6Scale = 1:78.3 Plate Offsets (X, Y):[7:0-6-12,Edge], [8:Edge,0-1-8], [12:0-3-12,0-2-8], [13:0-6-4,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL)-0.09 12-13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.42 Vert(CT)-0.19 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT)0.02 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 139 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-5:2x4 SPF Stud WEBS 2x4 SPF Stud *Except* 8-9,12-5,12-7,10-7,9-7:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 6-12 WEBS 1 Row at midpt 8-9, 5-12, 7-10, 7-9 REACTIONS (lb/size)9=674/0-3-8, 16=776/0-4-3 Max Horiz 16=282 (LC 9) Max Uplift 9=-53 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/52, 2-4=-297/14, 4-5=-458/19, 5-6=-530/56, 6-7=-464/135, 7-8=-115/124, 8-9=-138/53, 2-16=-755/8 BOT CHORD 15-16=-355/286, 14-15=-55/0, 13-14=0/20, 5-13=-303/94, 12-13=-318/571, 11-12=-28/22, 6-12=-332/148, 10-11=-94/0, 9-10=-116/255 WEBS 5-12=-236/186, 10-12=-69/308, 7-12=-192/639, 7-10=-80/144, 7-9=-536/112, 2-15=0/437, 4-15=-532/41, 13-15=-318/472, 4-13=-78/614 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) 1-8-2 to 4-7-13, Interior (1) 4-7-13 to 15-5-1, Exterior(2R) 15-5-1 to 19-8-0, Interior (1) 19-8-0 to 20-2-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 9. 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-Haven A Bonus Room I52382525T6Piggyback Base 1 118030029-V 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 19:36:32 Page: 1 ID:jDmt7yVDprexdonnU4pYo8y9PIz-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 =4x6 =3x5 =3x5 =3x5 =3x5 =3x5 =5x6 =3x8 =3x5 11 10 9 8 7 1 2 12 3 4 13 5 14 156 1-5-0 -1-5-0 6-9-3 6-9-3 7-6-13 14-3-15 4-11-0 19-2-15 0-0-6 0-0-6 5-0-12 19-2-15 6-8-13 6-9-3 7-5-1 14-2-32-0-1211-7-611-7-6Scale = 1:71.5 Plate Offsets (X, Y):[2:0-2-14,0-2-0], [5:0-3-12,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL)-0.05 8-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.41 Vert(CT)-0.12 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT)0.01 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 115 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 11-2:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 9-11-7 oc bracing. WEBS 1 Row at midpt 6-7, 4-8, 5-7 REACTIONS (lb/size)7=754/0-3-8, 11=856/0-4-3 Max Horiz 11=283 (LC 9) Max Uplift 7=-34 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/52, 2-4=-792/5, 4-5=-452/95, 5-6=-113/122, 6-7=-119/52, 2-11=-798/20 BOT CHORD 9-11=-347/318, 8-9=-154/613, 7-8=-103/275 WEBS 4-9=0/199, 4-8=-441/108, 5-8=-7/467, 5-7=-649/84, 2-9=0/538 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) -0-3-14 to 2-8-2, Interior (1) 2-8-2 to 15-5-1, Exterior(2R) 15-5-1 to 19-8-0, Interior (1) 19-8-0 to 20-2-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 7. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382526T7Piggyback Base 1 118030029-V 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 19:36:32 Page: 1 ID:jDmt7yVDprexdonnU4pYo8y9PIz-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x6 =3x5 =3x8 =3x5 =3x5 =4x8 =2x4 =3x5 =3x5 =3x5 =3x5 =5x6 =5x8 =2x4 =2x4 =3x6 =3x6 18 17 16 11 10 1 14 13 1215234 5 6 19 7 20 8 219 1-0-0 -1-0-0 1-2-5 1-2-5 3-0-11 18-5-12 2-9-13 4-0-2 5-9-5 9-9-8 5-7-9 15-5-1 1-10-4 20-4-1 1-2-5 1-2-5 2-0-0 20-4-1 2-11-9 4-1-14 3-0-11 18-4-0 5-5-13 15-3-5 5-7-9 9-9-81-4-011-7-61-0-011-7-6Scale = 1:81.9 Plate Offsets (X, Y):[7:0-3-12,0-2-0], [12:0-2-4,0-2-4], [15:0-6-0,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL)-0.03 14-15 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.29 Vert(CT)-0.08 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT)0.03 10 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* 16-5:2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 10-12,18-2,3-15,17-2,17-3,17-15:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:6-0-0 oc bracing: 17-18,16-17. 1 Row at midpt 8-12 WEBS 1 Row at midpt 9-10, 6-13, 7-12 REACTIONS (lb/size)10=718/0-3-8, 17=1560/0-4-15, 18=-606/0-3-8 Max Horiz 18=281 (LC 9) Max Uplift 10=-24 (LC 9), 17=-67 (LC 12), 18=-687 (LC 19) Max Grav 10=718 (LC 1), 17=1560 (LC 1), 18=166 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38, 2-3=-161/531, 3-5=-600/0, 5-6=-714/16, 6-7=-418/85, 7-8=-160/99, 8-9=-158/99, 9-10=-679/51, 2-18=-242/631 BOT CHORD 17-18=-336/249, 16-17=-27/0, 15-16=0/36,5-15=-314/33, 14-15=-191/552,13-14=-129/543, 12-13=-105/276,11-12=-83/100, 8-12=-128/82, 10-11=-21/37 WEBS 5-14=-24/78, 6-14=0/227, 6-13=-417/91, 7-13=-14/414, 7-12=-507/68, 10-12=-170/165, 9-12=-96/637, 3-15=-10/901, 2-17=-604/212, 3-17=-896/39, 15-17=-429/16 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) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 15-5-1, Exterior(2R) 15-5-1 to 19-8-0, Interior (1) 19-8-0 to 20-2-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 10, 687 lb uplift at joint 18 and 67 lb uplift at joint 17. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382527T8Piggyback Base 1 118030029-V 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 19:36:33 Page: 1 ID:fctdYeWTKSufs5xAbUr0tZy9PIx-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 =8x10 =6x10 =MT18HS 3x10 =4x8 =3x5 =5x10 =3x8 =3x5 =5x6 =5x8 =2x4 =2x4 =3x8 =3x8 16 15 14 10 9 1 13 12 11 2 17 3 4 518 6 19 7 208 1-0-0 -1-0-0 3-0-11 18-5-12 4-9-5 10-9-8 4-7-9 15-5-1 6-0-2 6-0-2 1-10-4 20-4-1 2-0-0 20-4-1 2-11-9 6-1-14 3-2-5 3-2-5 3-0-11 18-4-0 9-1-7 15-3-51-4-011-7-61-0-011-7-6Scale = 1:79.9 Plate Offsets (X, Y):[2:0-3-8,Edge], [6:0-3-12,0-2-0], [11:0-2-4,0-2-4], [13:0-4-12,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL)-0.19 12-13 >999 240 MT18HS 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.58 Vert(CT)-0.38 12-13 >538 180 MT20 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT)0.03 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 154 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 1650F 1.5E *Except* 6-8:2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-14:2x4 SP 2400F 2.0E, 14-4:2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 15-13,9-11,15-2:2x4 SPF Stud, 16-2:2x4 SPF 1650F 1.5E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. 1 Row at midpt 7-11 WEBS 1 Row at midpt 8-9, 5-13, 5-12, 6-11 REACTIONS (lb/size)9=650/0-3-8, 15=1017/0-4-15, 16=6/0-3-8 Max Horiz 16=281 (LC 9) Max Uplift 9=-36 (LC 9), 15=-25 (LC 12), 16=-84 (LC 10) Max Grav 9=650 (LC 1), 15=1017 (LC 1), 16=98 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250(lb) or less except when shown. TOP CHORD 2-17=-131/252, 3-17=-112/276, 3-4=-106/357, 4-5=-496/74, 5-18=-367/51, 6-18=-354/81, 8-9=-600/69 BOT CHORD 15-16=-360/333, 4-13=0/307, 12-13=-152/387, 11-12=-104/266 WEBS 4-15=-1086/18, 13-15=-161/461, 5-12=-253/122, 6-12=0/437, 6-11=-472/53, 8-11=-115/562, 2-15=-383/170 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) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 15-5-1, Exterior(2R) 15-5-1 to 19-8-0, Interior (1) 19-8-0 to 20-2-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)All plates are MT20 plates unless otherwise indicated. 4)The Fabrication Tolerance at joint 2 = 16% 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 36 lb uplift at joint 9, 84 lb uplift at joint 16 and 25 lb uplift at joint 15. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382528T9Piggyback Base 1 118030029-V Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 E May 4 2022 Print: 8.530 E May 4 2022 MiTek Industries, Inc. Tue Jun 07 14:30:12 Page: 1 ID:7oR?m_X55m0VUFWM9CMFQmy9PIw-mArtBIYyEDnRQTTf7BHZZ7szkXl7M9m419KPA4z8ekx 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 =6x8 =5x8 =6x8 =3x5 =6x10 =2x4 =4x6 =5x10 =2x4 =2x4 =MT18HS 10x12 =3x8 =3x8 =3x515 1 14 13 10 9 8 1112 16 2 3 4 17 5 6 1819 207 1-3-4 16-5-1 4-3-7 9-0-2 4-8-11 4-8-11 6-1-11 15-1-13 4-11-0 21-4-1 0-1-12 1-1-12 1-0-0 1-0-0 1-3-4 16-3-5 2-11-9 9-1-14 5-0-12 21-4-1 5-0-9 6-2-5 5-10-3 15-0-10-8-011-7-61-0-011-7-6Scale = 1:82.1 Plate Offsets (X, Y):[1:0-3-9,0-1-8], [2:0-2-8,0-1-8], [6:0-3-0,Edge], [11:0-4-0,0-2-8], [12:0-6-8,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL)-0.05 11-12 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.27 Vert(CT)-0.11 11-12 >999 180 MT18HS 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT)0.02 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 WEBS 2x4 SPF No.2 *Except* 15-2,14-2,14-12,12-2,9-11:2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 1-3-3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 ocbracing. Except: 1 Row at midpt 5-11 WEBS 1 Row at midpt 7-8, 6-9 REACTIONS (lb/size)8=541/0-3-8, 14=1028/0-4-15, 15=126/0-3-8 Max Horiz 15=274 (LC 9) Max Uplift 8=-24 (LC 9), 14=-53 (LC 12), 15=-50 (LC 8) Max Grav 8=541 (LC 1), 14=1028 (LC 1), 15=222 (LC 20) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-312/25, 4-17=-362/61, 5-17=-274/82,5-6=-304/135, 7-8=-502/54 BOT CHORD 4-12=-394/58, 5-11=-276/137 WEBS 2-15=-195/275, 2-14=-824/129, 12-14=-438/28, 2-12=-57/653, 9-11=-48/263, 6-11=-129/424, 6-9=-379/186, 7-9=-47/400 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 16-5-1, Exterior(2R) 16-5-1 to 20-8-0, Interior (1) 20-8-0 to 21-2-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 8, 50 lb uplift at joint 15 and 53 lb uplift at joint 14. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382529T10Piggyback Base 1 118030029-V Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 E May 4 2022 Print: 8.530 E May 4 2022 MiTek Industries, Inc. Tue Jun 07 14:31:51 Page: 1 ID:ma6h8SGIH?Edrtq8saz5X7y9PJG-IbR3OqmJSFV61_h3YvbE9QYElEHUWwkxFNIFEjz8ejM 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 =6x8 =5x8 =3x5 =6x8 =6x8 =2x4 =4x5 =6x8 =2x4 =2x4 =5x10 =3x8 =3x8 =3x515 1 14 1310 9 8 1112 16 2 3 4 17 5 6 18 197 2-1-11 13-1-13 3-3-4 16-5-1 5-3-7 11-0-2 5-8-11 5-8-11 4-11-0 21-4-1 0-1-12 1-1-12 1-0-0 1-0-0 1-10-3 13-0-1 2-11-10 11-1-14 3-3-4 16-3-5 5-0-12 21-4-1 7-0-9 8-2-50-8-011-7-61-0-011-7-6Scale = 1:78.4 Plate Offsets (X, Y):[1:0-1-15,0-0-2], [6:0-3-0,0-2-8], [11:0-2-12,0-2-8], [12:0-5-8,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL)-0.05 14-15 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.30 Vert(CT)-0.09 14-15 >950 180 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT)0.01 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 156 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 14-2,14-12,9-11:2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 1-3-5 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:6-0-0 oc bracing: 13-14,12-13. 1 Row at midpt 5-11 WEBS 1 Row at midpt 7-8, 6-9 REACTIONS (lb/size)8=489/0-3-8, 14=892/0-4-15, 15=315/0-3-8 Max Horiz 15=274 (LC 9) Max Uplift 8=-26 (LC 9), 14=-59 (LC 12) Max Grav 8=489 (LC 1), 14=892 (LC 1), 15=351 (LC 20) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-308/12, 4-17=-277/59, 5-6=-270/111, 7-8=-444/43 BOT CHORD 4-12=-332/41 WEBS 2-14=-749/145, 12-14=-322/70, 2-12=-74/518, 6-9=-251/154, 7-9=-48/338 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zoneand C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to16-5-1, Exterior(2R) 16-5-1 to 20-8-0, Interior (1) 20-8-0to 21-2-5 zone; cantilever left and right exposed ; endvertical left and right exposed;C-C for members andforces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 8 and 59 lb uplift at joint 14. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382530T11Piggyback Base 1 118030029-V Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 E May 4 2022 Print: 8.530 E May 4 2022 MiTek Industries, Inc. Tue Jun 07 14:32:22 Page: 1 ID:jyERZ8IYpcUL5A_W_??ZcYy9PJE-uZpnuQ8l9nPjFlZ0sweWvzKXEktLHvtVOiJOpQz8eit 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 =3x6 =4x5 =3x5 =3x5 =3x5 =3x8 =5x6 =3x8 =3x5 1 10 9 8 7 11 12 2 3 4 13 5 14 156 5-4-8 11-0-9 5-8-0 5-8-0 5-4-8 16-5-1 4-11-1 21-4-2 0-1-12 1-1-12 0-2-8 10-4-12 1-0-0 1-0-0 5-0-13 21-4-2 5-10-9 16-3-5 9-0-8 10-2-40-8-011-7-611-7-6Scale = 1:78.1 Plate Offsets (X, Y):[1:0-3-9,0-1-8], [5:0-3-12,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL)-0.12 9-11 >912 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.52 Vert(CT)-0.24 9-11 >463 180 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT)0.00 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 125 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 -- 1-3-5 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-8 REACTIONS (lb/size)7=409/ Mechanical, 9=875/0-4-15, 11=411/0-3-8 Max Horiz 11=274 (LC 9) Max Uplift 7=-36 (LC 9), 9=-59 (LC 12) Max Grav 7=409 (LC 1), 9=875 (LC 1), 11=412 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-443/0, 2-4=-195/160, 4-5=-256/105, 5-6=-164/101, 6-7=-365/52 BOT CHORD 1-11=0/335, 9-11=-149/247, 8-9=-106/136, 7-8=-107/120 WEBS 2-11=-131/294, 2-9=-292/118, 4-9=-532/82, 4-8=0/124, 5-8=-233/118, 6-8=-60/255 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 16-5-1, Exterior(2R) 16-5-1 to 20-8-0, Interior (1) 20-8-0 to 21-2-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 7 and 59 lb uplift at joint 9. 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-Haven A Bonus Room I52382531T12Piggyback Base 1 118030029-V 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 19:36:34 Page: 1 ID:jyERZ8IYpcUL5A_W_??ZcYy9PJE-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 =5x10 =2x4 =3x5 =3x5 =3x5 =3x5 =3x8 =5x6 =3x8 =3x5 1 12 11 10 9 8 7 13 2 3 4 14 5 15 166 5-4-8 11-0-9 5-8-0 5-8-0 5-4-8 16-5-1 4-11-1 21-4-2 0-1-12 1-1-12 0-2-8 12-4-12 1-0-0 1-0-0 3-10-9 16-3-5 4-6-4 5-8-0 5-0-13 21-4-2 6-6-4 12-2-40-8-011-7-611-7-6Scale = 1:78.1 Plate Offsets (X, Y):[1:0-1-15,0-0-10], [5:0-3-12,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL)-0.04 9-11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.26 Vert(CT)-0.08 9-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT)0.01 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 131 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-11:2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 1-3-5 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-8 REACTIONS (lb/size)7=329/ Mechanical, 9=862/0-4-15, 12=506/0-3-8 Max Horiz 12=274 (LC 9) Max Uplift 7=-47 (LC 9), 9=-34 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-77/124, 2-4=-194/152, 4-5=-222/115, 5-6=-138/109, 6-7=-282/61 BOT CHORD 1-12=-19/61, 11-12=-135/368, 9-11=-135/368, 8-9=-150/106, 7-8=-107/121 WEBS 2-12=-450/5, 2-11=0/238, 2-9=-363/72, 4-9=-563/68, 4-8=0/232, 5-8=-260/116, 6-8=-70/164 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat.II; Exp B; Enclosed; MWFRS (envelope) exterior zoneand C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to16-5-1, Exterior(2R) 16-5-1 to 20-8-0, Interior (1) 20-8-0to 21-2-6 zone; cantilever left and right exposed ; endvertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 lb uplift at joint 7 and 34 lb uplift at joint 9. 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-Haven A Bonus Room I52382532T13Piggyback Base 1 118030029-V 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 19:36:34 Page: 1 ID:B8opmUIAawdCiKZjYjXo9my9PJD-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 =3x5 =4x5 =3x5 =3x5 =3x8 =2x4 =3x8 =5x6 =3x8 =3x5 1 12 11 10 9 8 7 13 2 3 4 14 5 15 166 5-4-8 11-0-9 5-8-0 5-8-0 5-4-8 16-5-1 4-11-1 21-4-2 0-1-12 1-1-12 0-2-8 14-4-11 1-0-0 1-0-0 1-10-10 16-3-5 5-0-13 21-4-2 6-6-4 7-8-0 6-6-4 14-2-40-8-011-7-611-7-6Scale = 1:78.1 Plate Offsets (X, Y):[1:0-1-15,0-0-10], [5:0-3-12,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL)-0.02 7-8 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.32 Vert(CT)-0.05 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT)0.01 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 133 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 10-2:2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 1-3-5 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. WEBS 1 Row at midpt 6-7, 4-9, 5-8 REACTIONS (lb/size)7=328/ Mechanical, 9=730/0-4-15, 12=637/0-3-8 Max Horiz 12=274 (LC 9) Max Uplift 7=-42 (LC 9), 9=-26 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-216/52, 2-4=-516/50, 4-5=-225/117, 5-6=-140/112, 6-7=-279/54 BOT CHORD 1-12=0/150, 10-12=-142/495, 9-10=-117/253, 8-9=-131/119, 7-8=-107/121 WEBS 2-12=-542/52, 2-10=-223/118, 4-10=-24/356, 4-9=-667/98, 4-8=0/187, 5-8=-261/119, 6-8=-62/161 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 16-5-1, Exterior(2R) 16-5-1 to 20-8-0, Interior (1) 20-8-0 to 21-2-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 7 and 26 lb uplift at joint 9. 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-Haven A Bonus Room I52382533T14Piggyback Base 1 118030029-V 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 19:36:35 Page: 1 ID:B8opmUIAawdCiKZjYjXo9my9PJD-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. 812 412 =3x5 =4x6 =4x8 =3x5 =3x6 =5x8 =3x5 =4x5 =4x5 =5x6 =5x8 =2x4 =5x8 =3x5 =5x8 =3x6 =3x5 =5x10 =3x6 =4x5 =4x6 =3x5 14 1 22 21 16 15 13 12 23 24 2920 11102 19 17 3 18 25 289 4 87527266 0-2-5 27-9-5 3-2-13 16-5-1 5-7-0 27-7-0 5-7-0 22-0-1 5-2-4 32-11-9 5-4-9 38-4-1 5-8-1 44-0-2 6-4-8 13-2-4 6-9-12 6-9-12 0-2-8 13-4-0 0-1-12 43-0-1 0-1-12 1-1-12 1-0-0 1-0-0 1-0-1 44-0-2 2-11-5 16-3-5 4-7-6 35-2-15 5-8-0 6-9-12 3-0-0 30-7-10 5-8-12 22-0-1 6-3-12 13-1-8 7-7-6 42-10-5 5-7-9 27-7-90-8-04-0-35-0-511-7-64-0-34-0-31-0-35-0-51-10-86-10-14Scale = 1:80.7 Plate Offsets (X, Y):[1:0-1-15,0-0-2], [5:0-3-12,0-2-0], [12:0-1-15,0-0-11], [17:0-5-8,0-1-8], [20:0-5-4,0-1-12], [21:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL)-0.11 14-16 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.84 Vert(CT)-0.25 14-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT)0.11 13 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 238 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 7-10:2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except*2-22,19-4,18-6,14-11:2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 1-3-6, Right 2x4 SPF Stud -- 1-3-6 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-15 oc purlins, except 2-0-0 oc purlins (5-1-2 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 4-0-10 oc bracing. REACTIONS (lb/size)13=1149/0-3-8, 21=2104/0-4-3, 23=267/0-3-8 Max Horiz 23=-180 (LC 8) Max Uplift 13=-16 (LC 13), 23=-26 (LC 13) Max Grav 13=1150 (LC 26), 21=2104 (LC 1), 23=337 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-120/147, 2-4=0/929, 4-5=-136/79, 5-6=-1140/0, 6-7=-1140/0, 7-8=-1018/15, 8-9=-1476/30, 9-11=-1244/102, 11-12=-313/0 BOT CHORD 1-23=-13/69, 22-23=-155/160, 21-22=0/11, 20-21=-2048/0, 4-20=-1720/0, 19-20=-736/111, 18-19=-109/236, 17-18=0/1220, 16-17=0/128, 8-17=-17/480, 14-16=0/10, 13-14=0/1028, 12-13=0/227 WEBS 2-23=-123/211, 2-22=-14/268, 20-22=-185/183, 2-20=-707/50, 4-19=0/1190, 5-19=-1077/0, 5-18=0/1401, 6-18=-373/89, 7-18=-146/152, 14-17=0/1323, 9-17=-93/154, 9-14=-510/0, 11-14=-130/105, 11-13=-1235/110 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 4-4-13, Interior (1) 4-4-13 to 16-5-1, Exterior(2R) 16-5-1 to 22-7-12, Interior (1) 22-7-12 to 27-7-0, Exterior(2R) 27-7-0 to 33-9-11,Interior (1) 33-9-11 to 44-0-2 zone; cantilever left andright exposed ; end vertical left and right exposed;C-Cfor members and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 23 and 16 lb uplift at joint 13. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382534T15Piggyback Base 1 118030029-V 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 19:36:35 Page: 1 ID:fLMC_qJoLEl3KU8v5Q21hzy9PJC-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. 812 412 =3x5 =4x6 =5x10 =3x5 =3x6 =5x8 =2x4 =4x6 =4x5 =5x6 =5x8 =2x4 =5x8 =3x5 =5x8 =3x6 =3x5 =5x10 =3x6 =4x5 =4x6 =3x5 23 1 22 21 16 15 14 13 12 24 2920 112310 19 17 18 25 2894 85726276 0-2-5 27-9-5 5-7-0 22-0-1 5-7-0 27-7-0 5-2-4 32-11-9 5-4-8 11-2-4 5-4-9 38-4-1 5-2-13 16-5-1 5-9-12 5-9-12 5-8-1 44-0-2 0-2-8 11-4-0 0-1-12 43-0-1 0-1-12 1-1-12 1-0-0 1-0-0 1-0-1 44-0-2 4-7-6 35-2-15 4-8-0 5-9-12 4-11-5 16-3-5 5-3-12 11-1-8 3-0-0 30-7-10 5-8-12 22-0-1 7-7-6 42-10-5 5-7-9 27-7-90-8-03-4-35-0-511-7-63-4-33-4-31-8-35-0-51-10-86-10-14Scale = 1:80.7 Plate Offsets (X, Y):[1:0-1-15,0-0-10], [5:0-3-12,0-2-0], [12:0-1-15,0-0-11], [17:0-5-8,0-1-8], [20:0-5-4,0-1-12], [21: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 0.53 Vert(LL)-0.11 14-16 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.56 Vert(CT)-0.27 14-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT)0.13 13 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 233 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 7-10:2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-22,18-6,14-11:2x4SPF Stud SLIDER Left 2x4 SPF Stud -- 1-3-5, Right 2x4 SPF Stud -- 1-3-6 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-4 oc purlins, except 2-0-0 oc purlins (4-5-7 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 3-11-8 oc bracing. REACTIONS (lb/size)13=1226/0-3-8, 21=2200/0-4-3, 23=95/0-3-8 Max Horiz 23=180 (LC 9) Max Uplift 13=-8 (LC 13), 23=-125 (LC 26) Max Grav 13=1226 (LC 1), 21=2200 (LC 1), 23=177 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-51/181, 2-4=0/1139, 4-5=-517/40, 5-6=-1502/0, 6-7=-1502/0, 7-8=-1253/0, 8-9=-1704/8, 9-11=-1359/90, 11-12=-319/0 BOT CHORD 1-23=-57/53, 22-23=-275/117, 21-22=-3/2, 20-21=-2153/0, 4-20=-1818/0, 19-20=-927/65, 18-19=-31/447, 17-18=0/1420, 16-17=0/129, 8-17=-18/471, 14-16=0/10, 13-14=0/1115, 12-13=0/232 WEBS 2-23=-72/330, 2-22=-3/300, 20-22=-322/136, 2-20=-728/22, 4-19=0/1393, 5-19=-952/0, 5-18=0/1439, 6-18=-363/89, 7-18=-102/336, 14-17=0/1472, 9-17=-66/194, 9-14=-610/0, 11-14=-119/107, 11-13=-1342/100 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-0-0 to 4-4-13, Interior (1) 4-4-13 to 16-5-1, Exterior(2R) 16-5-1 to 22-7-12, Interior (1) 22-7-12 to 27-7-0, Exterior(2R) 27-7-0 to 33-9-11, Interior (1) 33-9-11 to 44-0-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 23 and 8 lb uplift at joint 13. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382535T16Piggyback Base 1 118030029-V 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 19:36:35 Page: 1 ID:bjTyPWL3sr?nZoIHDr4VnOy9PJA-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 =6x8 =3x6 =3x5 =6x8 =2x4 =4x5 =3x6 =4x8 =5x6 =2x4 =3x8 =5x6 =3x8 =4x5 =3x5 =6x8 =3x6 =4x5 =4x8 =4x6 =3x5 12 1 23 22 21 14 13 11 19 18 17 16 1520 2924 2 10 93 25 28 4 8 5 726276 3-5-13 31-0-13 4-2-0 16-5-1 5-7-0 22-0-1 5-7-0 27-7-0 5-10-14 12-3-1 6-4-2 6-4-2 6-3-0 37-3-13 6-8-4 44-0-1 0-1-12 1-1-12 0-1-12 43-0-1 0-10-8 16-3-5 1-0-0 44-0-1 1-0-0 1-0-0 3-0-0 15-4-13 3-2-9 12-4-13 3-2-5 30-11-1 5-6-8 42-10-5 5-8-12 22-0-1 5-8-12 27-8-12 6-4-12 37-3-13 8-0-8 9-2-40-8-01-0-011-7-6Scale = 1:80.5 Plate Offsets (X, Y):[1:0-1-15,0-0-10], [5:0-3-12,0-2-0], [7:0-3-12,0-2-0], [10:0-3-2,0-1-8], [11:0-1-15,0-0-2], [15:0-5-12,0-4-0], [20:0-5-8,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL)-0.08 22-23 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.54 Vert(CT)-0.16 13-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT)0.07 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 262 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 22-20,10-13:2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 1-3-6, Right 2x4 SPF Stud -- 1-3-6 BRACING TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc purlins, except 2-0-0 oc purlins (5-4-15 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 22-23,21-22,20-21. 1 Row at midpt 4-20 WEBS 1 Row at midpt 6-18, 6-16, 8-16, 10-12 REACTIONS (lb/size)12=1380/0-3-8, 22=1947/0-4-15, 23=194/0-3-8 Max Horiz 23=-180 (LC 8) Max Grav 12=1380 (LC 1), 22=1947 (LC 1), 23=258 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-315/71, 2-4=-492/41, 4-5=-816/53,5-6=-611/59, 6-7=-1035/82, 7-8=-1321/80,8-10=-1640/33, 10-11=-275/12 BOT CHORD 1-23=0/231, 22-23=-160/126, 21-22=-34/0, 20-21=-14/0, 4-20=-1067/0, 18-20=-38/345, 17-18=0/961, 16-17=0/961, 15-16=0/1271, 14-15=0/118, 8-15=0/401, 13-14=0/98, 12-13=0/1329, 11-12=0/178 WEBS 2-23=0/405, 2-22=-1680/74, 20-22=-1038/57, 2-20=0/1491, 4-18=0/652, 5-18=-20/230, 6-18=-755/17, 6-17=0/237, 6-16=-45/206, 7-16=0/466, 8-16=-590/86, 13-15=0/1264, 10-15=-129/100, 10-13=-133/73, 10-12=-1558/0 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-0-0 to 4-4-13, Interior (1) 4-4-13 to 16-5-1, Exterior(2R) 16-5-1 to 22-7-12, Interior (1) 22-7-12 to 27-7-0, Exterior(2R) 27-7-0 to 33-9-11,Interior (1) 33-9-11 to 44-0-1 zone; cantilever left andright exposed ; end vertical left and right exposed;C-Cfor members and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382536T17Piggyback Base 1 118030029-V 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 19:36:36 Page: 1 ID:X6bipBMJOSFVp5SgKG6zspy9PJ8-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 =6x8 =3x6 =4x5 =6x10 =2x4 =4x5 =3x6 =3x8 =5x6 =2x4 =3x8 =5x6 =3x8 =4x5 =3x5 =6x8 =3x6 =4x5 =4x8 =4x6 =3x5 1 23 22 21 14 13 12 11 19 18 17 16 1520 28242 3 10 9 274 8 5 726256 3-5-13 31-0-13 5-7-0 22-0-1 5-7-0 27-7-0 4-10-14 10-3-1 5-4-2 5-4-2 6-3-0 37-3-13 6-2-0 16-5-1 6-8-4 44-0-1 0-1-12 1-1-12 0-1-12 43-0-1 1-0-0 44-0-1 1-0-0 1-0-0 1-4-4 16-3-5 3-2-9 10-4-13 3-2-5 30-11-1 4-6-4 14-11-1 5-6-8 42-10-5 5-8-12 27-8-12 5-8-12 22-0-1 6-0-8 7-2-4 6-4-12 37-3-130-8-01-0-011-7-6Scale = 1:80.5 Plate Offsets (X, Y):[1:0-3-9,0-1-8], [5:0-3-12,0-2-0], [7:0-3-12,0-2-0], [10:0-3-2,0-1-8], [11:0-1-15,0-0-2], [15:0-5-12,0-4-0], [20:0-6-0,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL)-0.07 15-16 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.67 Vert(CT)-0.17 13-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT)0.07 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 257 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 22-2,22-20,10-13:2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 1-3-4, Right 2x4 SPF Stud -- 1-3-6 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-4 oc purlins, except 2-0-0 oc purlins (5-1-10 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-18, 6-16, 8-16, 10-12 REACTIONS (lb/size)12=1451/0-3-8, 22=2087/0-4-15, 23=-18/0-3-8 Max Horiz 23=180 (LC 9) Max Uplift 23=-149 (LC 26) Max Grav 12=1451 (LC 1), 22=2087 (LC 1), 23=67 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-128/163, 2-4=-529/29, 4-5=-1081/38, 5-6=-803/58, 6-7=-1142/76, 7-8=-1451/73, 8-10=-1772/26, 10-11=-287/12 BOT CHORD 1-23=-49/84, 22-23=-300/85, 21-22=-46/0, 20-21=-2/14, 4-20=-1088/5, 18-20=-43/397, 17-18=0/1105, 16-17=0/1105, 15-16=0/1381, 14-15=0/119, 8-15=0/407, 13-14=0/101, 12-13=0/1414, 11-12=0/185 WEBS 2-23=0/406, 2-22=-1735/49, 20-22=-1099/32, 2-20=0/1596, 4-18=0/634, 5-18=-3/300, 6-18=-682/23, 6-17=0/226, 6-16=-96/144, 7-16=0/535, 8-16=-594/86, 13-15=0/1346, 10-15=-116/101, 10-13=-150/67, 10-12=-1657/0 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 4-4-13, Interior (1) 4-4-13 to 16-5-1, Exterior(2R) 16-5-1 to 22-7-12, Interior (1) 22-7-12 to 27-7-0, Exterior(2R) 27-7-0 to 33-9-11,Interior (1) 33-9-11 to 44-0-1 zone; cantilever left andright exposed ; end vertical left and right exposed;C-Cfor members and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 23. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382537T18Piggyback Base 1 118030029-V 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 19:36:36 Page: 1 ID:UVjTEtOZw4VC2Pb3Sh9RxEy9PJ6-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 =6x8 =3x6 =4x5 =2x4 =2x4 =6x10 =3x5 =3x6 =3x8 =5x6 =2x4 =3x8 =5x6 =3x8 =4x5 =3x5 =6x8 =3x6 =4x5 =6x10 =4x6 =3x6 1 24 23 22 15 14 13 1221 20 19 18 17 16 2923 11 104 25 28 5 9 8627267 3-5-13 31-0-13 3-10-14 8-3-1 4-1-14 12-4-15 4-0-2 16-5-1 4-4-2 4-4-2 5-7-0 22-0-1 5-7-0 27-7-0 6-3-0 37-3-13 6-8-4 44-0-1 0-1-12 43-0-1 0-1-12 1-1-12 1-0-0 44-0-1 1-0-0 1-0-0 1-4-4 16-3-5 3-2-9 8-4-13 3-2-5 30-11-1 4-0-8 5-2-4 5-6-8 42-10-5 5-8-12 27-8-12 5-8-12 22-0-1 6-4-12 37-3-13 6-6-4 14-11-10-8-01-0-011-7-6Scale = 1:80.5 Plate Offsets (X, Y):[1:0-1-15,0-0-10], [6:0-3-12,0-2-0], [8:0-3-12,0-2-0], [12:0-3-9,0-1-8], [16:0-6-0,0-4-0], [21:0-3-4,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL)-0.12 19-21 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.60 Vert(CT)-0.26 19-21 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT)0.09 13 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 261 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 24-2,23-2,23-21,21-2,11-14:2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 1-3-2, Right 2x4 SPF Stud -- 1-3-6 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins, except 2-0-0 oc purlins (4-10-10 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-24,23-24,22-23. WEBS 1 Row at midpt 5-21, 7-19, 7-17, 9-17,11-13 REACTIONS (lb/size)13=1531/0-3-8, 23=2280/0-4-15, 24=-290/0-3-8 Max Horiz 24=-180 (LC 8) Max Uplift 24=-327 (LC 26) Max Grav 13=1531 (LC 1), 23=2280 (LC 1), 24=41 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-41/249, 2-4=-630/0, 4-5=-638/59, 5-6=-1293/32, 6-7=-1012/48, 7-8=-1261/65, 8-9=-1596/59, 9-11=-1919/12, 11-12=-301/10 BOT CHORD 1-24=-130/55, 23-24=-488/71, 22-23=-99/0, 21-22=0/28, 4-21=-238/89, 19-21=0/916, 18-19=0/1268, 17-18=0/1268, 16-17=0/1503, 15-16=0/119, 9-16=0/412, 14-15=0/106, 13-14=0/1509, 12-13=0/193 WEBS 2-24=-21/506, 2-23=-1917/38, 21-23=-991/52, 2-21=0/1676, 5-21=-926/0, 5-19=-19/323, 6-19=0/425, 7-19=-598/43, 7-18=0/204, 7-17=-173/114, 8-17=0/616, 9-17=-599/86, 14-16=0/1437, 11-16=-104/104, 11-14=-169/65, 11-13=-1766/0 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 4-3-10, Interior (1) 4-3-10 to 16-5-1, Exterior(2R) 16-5-1 to 22-7-12, Interior (1) 22-7-12 to 27-7-0, Exterior(2R) 27-7-0 to 33-9-11, Interior (1) 33-9-11 to 44-0-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 327 lb uplift at joint 24. 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-Haven A Bonus Room I52382538T19Piggyback Base 1 118030029-V 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 19:36:37 Page: 1 ID:QtrDfZPqShlwHjlRZ5Bv0fy9PJ4-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x6 =4x6 =3x8 =12x16 =2x4 =5x8 =3x6 =3x10 =2x4 =3x6 =3x8 =5x6 =2x4 =3x8 =5x6 =3x8 =4x5 =3x5 =6x8 =3x6 =4x6 =5x8 =4x6 =3x6 1 23 22 14 13 12 11 24 21 20 19 18 17 16 15 3025 23 10 9 26 29 4 8 5 728276 3-5-13 31-0-13 5-7-0 22-0-1 5-7-0 27-7-0 5-1-14 11-4-15 5-0-2 16-5-1 6-3-1 6-3-1 6-3-0 37-3-13 6-8-4 44-0-1 0-1-12 43-0-1 0-1-12 1-1-12 1-0-0 44-0-1 1-0-0 1-0-0 1-4-4 16-3-5 2-0-8 3-2-4 3-2-5 30-11-1 3-2-9 6-4-13 3-6-2 14-11-1 5-0-2 11-4-15 5-6-8 42-10-5 5-8-12 22-0-1 5-8-12 27-8-12 6-4-12 37-3-130-8-01-0-011-7-6Scale = 1:80.5 Plate Offsets (X, Y):[1:0-1-15,0-0-2], [2:0-6-9,Edge], [3:0-2-9,0-1-8], [5:0-3-12,0-2-0], [7:0-3-12,0-2-0], [10:0-3-2,0-2-0], [11:0-3-9,0-1-8], [15:0-6-4,0-4-0], [21:0-2-12,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL)-0.10 15-16 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.65 Vert(CT)-0.21 16-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT)0.14 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 267 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 22-2:2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 23-21,10-13:2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 1-3-5, Right 2x4 SPF Stud -- 1-3-6 BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-6 oc purlins, except 2-0-0 oc purlins (4-6-9 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-24,23-24,21-22. WEBS 1 Row at midpt 2-23, 4-21, 4-18, 6-18,6-16, 8-16, 10-12 REACTIONS (lb/size)12=1653/0-3-8, 23=2128/0-4-15, 24=-260/0-3-8 Max Horiz 24=-180 (LC 8) Max Uplift 24=-285 (LC 26) Max Grav 12=1653 (LC 1), 23=2128 (LC 1), 24=28 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-14/438, 2-4=-1449/88, 4-5=-1691/30, 5-6=-1323/51, 6-7=-1442/49, 7-8=-1814/40, 8-10=-2142/0, 10-11=-322/8 BOT CHORD 1-24=-260/46, 23-24=-468/88, 22-23=-2/56, 21-22=-2/34, 2-21=0/780, 20-21=0/1432, 18-20=0/1432, 17-18=0/1516, 16-17=0/1516, 15-16=0/1689, 14-15=0/120, 8-15=0/424, 13-14=0/110, 12-13=0/1653, 11-12=0/205 WEBS 2-24=-63/283, 2-23=-2756/17, 21-23=-38/1095, 4-21=-515/0, 4-20=0/211, 4-18=-232/98, 5-18=0/599, 6-18=-504/64, 6-17=0/235, 6-16=-299/100, 7-16=0/736, 8-16=-609/84, 13-15=0/1577, 10-15=-86/133, 10-13=-198/63, 10-12=-1932/0 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 4-4-13, Interior (1) 4-4-13 to 16-5-1, Exterior(2R) 16-5-1 to 22-7-12, Interior (1) 22-7-12 to 27-7-0, Exterior(2R) 27-7-0 to 33-9-11, Interior (1) 33-9-11 to 44-0-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 285 lb uplift at joint 24. 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-Haven A Bonus Room I52382539T20Piggyback Base 1 118030029-V 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 19:36:38 Page: 1 ID:MGy_4FR4_I?eX0vqhWDN54y9PJ2-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 =5x10 =3x5 =3x6 =5x10 =2x4 =4x8 =3x5 =3x5 =3x6 =3x5 =5x6 =3x8 =2x4 =5x6 =3x5 =4x5 =3x5 =6x8 =3x6 =4x8 =5x8 =4x6 =3x6 13 1 25 24 23 15 14 12 21 20 19 18 17 22 16 2 3 294 11 10 285 9 6 826277 2-1-5 2-1-5 2-1-12 4-3-1 3-5-13 31-0-13 5-7-0 22-0-1 5-7-0 27-7-0 6-1-14 10-4-15 6-0-2 16-5-1 6-3-0 37-3-13 6-8-4 44-0-1 0-1-12 43-0-1 0-3-11 1-2-2 0-10-7 0-10-7 0-11-3 2-1-5 1-0-0 44-0-1 1-4-4 16-3-5 2-3-8 4-4-13 3-2-5 30-11-1 4-6-2 14-11-1 5-6-8 42-10-5 5-8-12 22-0-1 5-8-12 27-8-12 6-0-2 10-4-15 6-4-12 37-3-130-8-01-0-011-7-6Scale = 1:87.4 Plate Offsets (X, Y):[1:0-3-9,0-1-8], [2:0-4-2,0-2-0], [6:0-3-12,0-2-0], [8:0-3-12,0-2-0], [11:0-3-2,0-1-12], [12:0-3-9,0-1-8], [14:0-3-8,0-2-0], [16:0-6-4,0-4-0], [22:0-7-8,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL)-0.12 18-19 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.69 Vert(CT)-0.26 18-19 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT)0.18 13 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 254 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 23-4:2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 11-14,25-2,24-2,24-22,22-2:2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 1-2-8, Right 2x4 SPF Stud -- 1-3-6 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purlins, except 2-0-0 oc purlins (4-1-7 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 7-18, 9-17, 11-13 REACTIONS (lb/size)13=1755/0-3-8, 25=1765/0-7-7 Max Horiz 25=180 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-162/3, 2-4=-2810/0, 4-5=-2471/0, 5-6=-2039/21, 6-7=-1727/7, 7-8=-1727/7, 8-9=-2000/23, 9-11=-2331/0, 11-12=-339/7 BOT CHORD 1-25=0/85, 24-25=-65/919, 23-24=-18/93, 22-23=0/63, 4-22=-4/199, 21-22=-56/2396, 19-21=0/1977, 18-19=0/1594, 17-18=0/1597, 16-17=0/1847, 15-16=0/120, 9-16=0/434, 14-15=0/114, 13-14=0/1774, 12-13=0/215 WEBS 4-21=-486/107, 5-21=0/344, 5-19=-565/99, 6-19=-5/525, 6-18=-90/413, 7-18=-378/89, 8-18=-87/403, 8-17=-27/602, 9-17=-619/83, 14-16=0/1695, 11-16=-70/170, 11-14=-222/60, 11-13=-2073/0, 2-25=-1637/0, 2-24=-591/45, 22-24=-53/932, 2-22=0/1475 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 4-3-1, Interior (1) 4-3-1 to 16-5-1, Exterior(2R) 16-5-1 to 22-7-12, Interior (1) 22-7-12 to 27-7-0, Exterior(2R) 27-7-0 to 33-9-11, Interior (1) 33-9-11 to 44-0-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382540T21Piggyback Base 1 118030029-V 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 19:36:38 Page: 1 ID:qSWMIbSilc7V8AU0FEkceIy9PJ1-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 =5x8 =3x5 =3x6 =5x10 =2x4 =4x5 =2x4 =3x8 =5x6 =4x6 =3x5 =3x5 =5x6 =3x8 =4x5 =3x5 =6x8 =3x6 =4x8 =5x8 =4x6 =3x6 24 23 22 15 14 13 12 20 19 18 17 211 16 2 30325411 10 26 295 9 6 827287 2-8-12 2-8-12 2-7-0 5-3-13 3-5-13 30-0-13 5-7-0 26-7-0 5-7-0 21-0-1 5-1-8 10-5-5 4-11-12 15-5-1 6-3-0 36-3-13 6-8-4 43-0-1 0-1-12 42-0-1 0-7-12 15-11-1 1-0-0 43-0-1 2-8-12 2-8-12 2-8-12 5-5-9 3-2-5 29-11-1 5-0-15 21-0-1 5-6-8 41-10-5 5-8-12 26-8-12 6-4-12 36-3-13 9-9-12 15-3-51-4-00-8-01-0-011-7-6Scale = 1:80.5 Plate Offsets (X, Y):[6:0-3-12,0-2-0], [8:0-3-12,0-2-0], [11:0-3-2,0-1-12], [12:0-3-9,0-1-8], [14:0-3-8,0-2-0], [16:0-6-4,0-4-0], [21:0-7-4,0-3-0] 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 0.48 Vert(LL)-0.27 20-21 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.92 Vert(CT)-0.60 20-21 >844 180 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT)0.17 13 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 254 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 22-4:2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 11-14,24-1,23-1,23-2,23-21,21-2:2x4 SPF Stud SLIDER Right 2x4 SPF Stud -- 1-3-6 BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 22-23 2-2-0 oc bracing: 20-21. WEBS 1 Row at midpt 4-20, 5-20, 7-18, 7-17, 9-17, 11-13 REACTIONS (lb/size)13=1754/0-3-8, 24=1675/0-3-8 Max Horiz 24=-189 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1771/0, 2-4=-2654/0, 4-5=-2209/0, 5-6=-2042/20, 6-7=-1721/7, 7-8=-1592/35, 8-9=-1997/23, 9-11=-2327/0, 11-12=-339/7,1-24=-1634/0 BOT CHORD 23-24=-164/207, 22-23=-57/27, 21-22=0/54, 4-21=0/317, 20-21=0/2218, 18-20=0/1595, 17-18=0/1720, 16-17=0/1843, 15-16=0/120, 9-16=0/430, 14-15=0/116, 13-14=0/1772, 12-13=0/215 WEBS 4-20=-499/49, 5-20=-281/110, 6-20=0/578, 6-18=-100/397, 7-18=-256/145, 7-17=-398/92, 8-17=0/837, 9-17=-615/85, 14-16=0/1692, 11-16=-71/169, 11-14=-222/60, 11-13=-2070/0, 1-23=0/1495, 2-23=-1147/6, 21-23=0/1519, 2-21=0/916 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 4-5-6, Interior (1) 4-5-6 to 15-5-1, Exterior(2R) 15-5-1 to 21-6-1, Interior (1) 21-6-1 to 26-7-0, Exterior(2R) 26-7-0 to 32-8-0, Interior(1) 32-8-0 to 43-0-1 zone; cantilever left and rightexposed ; end vertical left and right exposed;C-C formembers and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382541T22Piggyback Base 1 118030029-V 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 19:36:39 Page: 1 ID:nre6iGTyHDNDOUePMfn4jjy9PJ?-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 =3x6 =5x10 =3x5 =5x8 =2x4 =5x8 =3x6 =3x5 =5x8 =3x8 =2x4 =5x6 =3x5 =4x5 =3x5 =6x8 =3x6 =4x8 =5x8 =4x6 =3x6 23 22 21 14 13 12 11 19 18 17 16 20 1 15 2 29324 10 94 2825 8 5 726276 3-6-1 7-3-13 3-5-13 30-0-13 3-9-12 3-9-12 5-6-15 26-7-0 5-6-15 21-0-1 6-3-0 36-3-13 6-8-4 43-0-1 8-1-4 15-5-1 0-1-12 42-0-1 1-0-0 43-0-1 1-4-4 15-3-5 3-2-5 29-11-1 3-7-13 7-5-9 3-9-12 3-9-12 5-6-8 41-10-5 5-8-11 26-8-12 5-8-11 21-0-1 6-4-12 36-3-13 6-5-8 13-11-11-4-00-8-01-0-011-7-6Scale = 1:80.5 Plate Offsets (X, Y):[5:0-5-12,0-2-0], [7:0-3-12,0-2-0], [10:0-3-2,0-1-12], [11:0-3-9,0-1-8], [13:0-3-8,0-2-0], [15:0-6-4,0-4-0], [20:0-6-0,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL)-0.15 18-20 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.70 Vert(CT)-0.35 18-20 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT)0.15 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 249 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 2-5:2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except*10-13,23-1,20-22,22-1,3-20,3-22:2x4 SPFStud SLIDER Right 2x4 SPF Stud -- 1-3-6 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-5 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22. WEBS 1 Row at midpt 4-18, 6-17, 8-16, 10-12 REACTIONS (lb/size)12=1754/0-3-8, 23=1675/0-3-8 Max Horiz 23=-189 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1966/0, 3-4=-2537/0, 4-5=-2080/6, 5-6=-1720/6, 6-7=-1720/6, 7-8=-1997/23, 8-10=-2327/0, 10-11=-339/7, 1-23=-1629/0 BOT CHORD 22-23=-164/223, 21-22=-37/82, 20-21=0/69, 4-20=0/314, 18-20=0/2132, 17-18=0/1599, 16-17=0/1595, 15-16=0/1844, 14-15=0/120, 8-15=0/432, 13-14=0/115, 12-13=0/1772, 11-12=0/215 WEBS 4-18=-636/122, 5-18=0/524, 5-17=-100/399, 6-17=-373/94, 7-17=-89/395, 7-16=-25/604, 8-16=-617/84, 13-15=0/1693, 10-15=-70/170, 10-13=-222/60, 10-12=-2070/0, 20-22=0/1562, 1-22=0/1562, 3-20=0/632, 3-22=-846/17 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 4-5-6, Interior (1) 4-5-6 to 15-5-1, Exterior(2R) 15-5-1 to 21-6-1, Interior (1) 21-6-1 to 26-7-0, Exterior(2R) 26-7-0 to 32-8-0, Interior (1) 32-8-0 to 43-0-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382542T23Piggyback Base 1 118030029-V 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 19:36:39 Page: 1 ID:jDmt7yVDprexdonnU4pYo8y9PIz-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 =3x6 =6x8 =3x5 =5x8 =2x4 =4x6 =3x8 =5x6 =4x5 =3x5 =6x8 =5x6 =5x8 =3x6 =3x5 =3x5 =3x6 =4x8 =4x8 =3x5 22 21 20 16 15 14 13 12 11 18 19 1 17 282231039 4 278 5 72625246 4-3-4 19-8-5 4-5-4 9-3-13 4-10-8 4-10-8 5-4-8 37-4-1 5-4-8 31-11-8 6-10-11 26-7-0 5-8-0 43-0-1 6-1-4 15-5-1 0-1-12 42-0-1 1-0-0 43-0-1 2-3-5 29-0-1 4-3-4 19-6-9 4-7-0 9-5-9 4-10-8 4-10-8 5-2-9 34-2-11 5-9-12 15-3-5 7-2-3 26-8-12 7-7-11 41-10-51-4-00-8-01-0-011-7-6Scale = 1:80.5 Plate Offsets (X, Y):[1:Edge,0-1-12], [5:0-3-12,0-2-0], [7:0-3-12,0-2-0], [11:0-1-15,0-0-6], [17:0-6-0,0-4-0], [19:0-5-12,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL)-0.12 17-18 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.68 Vert(CT)-0.26 15-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT)0.13 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 248 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 13-10,22-1,21-1,21-3,21-19:2x4 SPF Stud SLIDER Right 2x4 SPF Stud -- 1-3-5 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-11 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. Except: 1 Row at midpt 6-17 WEBS 1 Row at midpt 4-18, 6-18, 8-15, 10-12 REACTIONS (lb/size)12=1754/0-3-8, 22=1675/0-3-8 Max Horiz 22=-189 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-2088/0, 3-4=-2412/0, 4-5=-2034/18, 5-6=-1587/46, 6-7=-1737/16, 7-8=-1859/33, 8-10=-2151/0, 10-11=-399/0, 1-22=-1622/0 BOT CHORD 21-22=-162/236, 20-21=-13/91, 19-20=0/83, 4-19=0/327, 18-19=0/1967, 17-18=0/1737, 16-17=0/124, 6-17=-147/149, 15-16=0/90, 13-15=0/1674, 12-13=0/1712, 11-12=0/296 WEBS 3-19=0/344, 4-18=-547/102, 5-18=0/797, 6-18=-505/90, 15-17=0/1412, 7-17=-73/577, 7-15=-33/343, 8-15=-398/111, 8-13=0/231,10-13=-42/118, 10-12=-2055/26,1-21=0/1612, 3-21=-653/39, 19-21=0/1624 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 4-5-6, Interior (1) 4-5-6 to 15-5-1, Exterior(2R) 15-5-1 to 21-6-1, Interior (1) 21-6-1 to 26-7-0, Exterior(2R) 26-7-0 to 32-8-0, Interior (1) 32-8-0 to 43-0-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382543T24Hip1118030029-V 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 19:36:40 Page: 1 ID:bBQ5GuwktOjbUZhlDiTWODy9PJi-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 =3x6 =5x10 =3x5 =6x8 =2x4 =4x5 =3x5 =5x6 =6x8 =2x4 =4x5 =3x5 =5x8 =6x12 =3x6 =3x6 =3x5 =4x6 =3x5 =3x5 =4x8 24 23 22 18 17 16 15 14 1312 11 20 19 1 21 30225 3 1026299 4 85627287 2-1-4 13-5-1 4-4-7 24-0-13 4-6-3 28-7-0 6-3-4 19-8-5 5-5-4 11-3-13 5-10-8 5-10-8 7-0-13 35-7-12 7-4-5 43-0-1 1-0-0 40-10-5 1-9-12 13-3-5 2-1-12 43-0-1 2-3-5 31-0-1 4-2-9 39-10-6 4-7-11 35-7-12 5-7-0 11-5-9 5-10-8 5-10-8 6-3-4 19-6-9 9-2-3 28-8-121-4-00-8-01-0-010-3-6Scale = 1:74.9 Plate Offsets (X, Y):[1:Edge,0-1-12], [5:0-3-12,0-2-0], [8:0-3-0,Edge], [10:0-1-4,0-1-12], [11:0-3-4,0-0-6], [19:0-2-12,0-2-8], [21:0-6-4,0-4-8] 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 0.67 Vert(LL)-0.19 17-18 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.68 Vert(CT)-0.42 17-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT)0.11 13 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 255 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-23,24-1:2x4 SPF Stud SLIDER Right 2x4 SPF Stud -- 1-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-2 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:6-0-0 oc bracing: 11-13. 1 Row at midpt 6-19 WEBS 1 Row at midpt 7-17, 8-15, 10-13 REACTIONS (lb/size)13=1683/2-3-7, 14=117/0-3-8, 24=1628/0-3-8 Max Horiz 24=-168 (LC 8) Max Grav 13=1683 (LC 1), 14=168 (LC 3), 24=1628 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-2095/0, 3-4=-2245/6, 4-5=-2018/38, 5-6=-1862/2, 6-7=-1851/2, 7-8=-1423/49, 8-10=-1900/144, 10-11=-55/344, 1-24=-1570/0 BOT CHORD 23-24=-141/232, 22-23=0/121, 21-22=0/97,4-21=-25/391, 20-21=0/1783, 19-20=0/1641,18-19=0/163, 6-19=-353/77, 17-18=0/141,15-17=0/1422, 14-15=0/1467, 13-14=0/1467,11-13=-165/71 WEBS 3-23=-523/60, 21-23=-8/1589, 3-21=-38/219, 4-20=-534/99, 5-20=-26/568, 5-19=-85/492, 17-19=0/1558, 7-19=-28/438, 7-17=-712/90, 8-17=0/676, 8-15=-178/188, 10-15=-75/212, 10-13=-2283/0, 1-23=0/1578 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 4-5-6, Interior (1) 4-5-6 to 13-5-1, Exterior(2R) 13-5-1 to 19-8-5, Interior (1) 19-8-5 to 28-7-0, Exterior(2R) 28-7-0 to 34-8-0, Interior(1) 34-8-0 to 43-0-1 zone; cantilever left and rightexposed ; end vertical left and right exposed;C-C formembers and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382544T25Hip1118030029-V 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 19:36:40 Page: 1 ID:XZYshZy_P0zJktr8L7V_Uey9PJg-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 =4x6 =3x5 =3x8 =5x6 =4x6 =3x5 =3x5 =3x5 =4x6 =3x6 =5x6 =3x8 =3x5 =4x6 =4x5 =3x5 18 17 16 15 14 13 12 11 10 91 2519 20 2482 73214225236 6-4-10 24-2-6 6-4-10 17-9-11 6-4-10 30-7-0 5-10-5 5-10-5 5-6-13 11-5-1 5-6-13 36-1-12 5-10-5 42-0-1 5-5-1 11-3-5 5-5-1 36-1-12 5-10-5 5-10-5 5-10-5 42-0-1 9-8-11 21-0-0 9-8-11 30-8-121-4-08-11-6Scale = 1:71.4 Plate Offsets (X, Y):[1:Edge,0-1-12], [3:0-3-12,0-2-0], [7:0-3-12,0-2-0], [9:Edge,0-1-12], [10:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL)-0.20 14-16 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.92 Vert(CT)-0.45 14-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT)0.10 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 206 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-17,8-11,18-1,10-9:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or3-6-13 oc purlins, except end verticals, and2-0-0 oc purlins (3-9-12 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-16, 5-12 REACTIONS (lb/size)10=1669/0-3-8, 18=1669/0-3-8 Max Horiz 18=-145 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2146/0, 2-3=-2045/7, 3-4=-1604/33, 4-5=-2020/0, 5-7=-1604/33, 7-8=-2045/7, 8-9=-2146/0, 1-18=-1606/0, 9-10=-1606/0 BOT CHORD 17-18=-127/217, 16-17=0/1714, 14-16=0/1982, 12-14=0/1981, 11-12=0/1714, 10-11=-13/125 WEBS 2-17=-219/44, 2-16=-193/95, 3-16=0/753, 4-16=-712/83, 4-14=0/221, 5-14=0/222, 5-12=-712/83, 7-12=0/753, 8-12=-193/95,8-11=-219/43, 1-17=0/1618, 9-11=0/1618 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 4-4-2, Interior (1) 4-4-2 to 11-5-1, Exterior(2R) 11-5-1 to 17-4-6, Interior (1) 17-4-6 to 30-7-0, Exterior(2R) 30-7-0 to 36-6-4, Interior (1) 36-6-4 to 41-10-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382545T26Hip1118030029-V 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 19:36:41 Page: 1 ID:?m5EuvzcAJ5AL1QKvq0D0sy9PJf-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 =5x6 =3x6 =3x8 =2x4 =3x6 =2x4 =4x8 =3x6 =5x6 =3x5 =4x8 =3x8 =3x5 17 16 15 14 13 12 11 10 91 2418231982 73222042156 4-10-5 4-10-5 4-6-13 9-5-1 4-6-13 37-1-12 4-10-5 42-0-1 7-8-1 17-1-2 7-8-1 32-7-0 7-9-13 24-10-15 7-9-13 17-1-2 7-9-13 24-10-15 7-9-13 32-8-12 9-3-5 9-3-5 9-3-5 42-0-11-4-07-7-6Scale = 1:71.2 Plate Offsets (X, Y):[3:0-3-12,0-2-0], [7:0-3-12,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL)-0.19 10-11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.83 Vert(CT)-0.39 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT)0.13 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 197 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-7:2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 17-1,10-9:2x4 SPFStud BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 4-16, 4-13, 2-17, 8-10 REACTIONS (lb/size)10=1669/0-3-8, 17=1669/0-3-8 Max Horiz 17=-124 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-257/21, 2-3=-2100/0, 3-4=-1667/20, 4-6=-2350/0, 6-7=-2350/0, 7-8=-2100/0, 8-9=-256/21, 1-17=-236/27, 9-10=-235/27 BOT CHORD 16-17=-19/1633, 14-16=0/2349, 13-14=0/2349, 11-13=0/1679, 10-11=0/1634 WEBS 2-16=-52/199, 3-16=0/774, 4-16=-999/64, 4-14=0/300, 4-13=-85/86, 6-13=-491/108, 7-13=-63/989, 7-11=0/274, 8-11=-52/198,2-17=-2002/0, 8-10=-2004/0 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 4-4-2, Interior (1) 4-4-2 to 9-5-1, Exterior(2R) 9-5-1 to 15-4-6, Interior (1) 15-4-6 to 32-7-0, Exterior(2R) 32-7-0 to 38-6-4, Interior (1) 38-6-4 to 41-10-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382546T27Hip1118030029-V 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 19:36:41 Page: 1 ID:x8D_Jb_sixLubLaj0F3h5Hy9PJd-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 =6x8 =5x8 =5x8 =4x6 =3x5 =3x5 =3x5 =3x6 =3x5 =3x5 =4x6 =5x8 =5x8 =6x8 =3x5 16 15 14 13 12 11 10 9 81 17 22 2118 7220193456 6-9-8 21-0-0 6-9-8 27-9-8 6-9-8 34-7-0 6-9-8 14-2-9 7-5-1 7-5-1 7-5-1 42-0-1 7-3-5 7-3-5 7-3-5 42-0-1 9-0-10 25-6-6 9-2-6 34-8-12 9-2-6 16-5-111-4-06-3-6Scale = 1:70.8 Plate Offsets (X, Y):[1:Edge,0-1-14], [2:0-5-8,0-1-12], [7:0-5-8,0-1-12], [8:0-3-8,Edge], [9:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL)-0.19 12-13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.92 Vert(CT)-0.45 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(CT)0.13 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 181 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 1650F 1.5E *Except* 2-5,5-7:2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 16-1,9-8:2x4 SPFStud BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-2 max.): 2-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:2-2-0 oc bracing: 12-13. WEBS 1 Row at midpt 3-15, 6-10 REACTIONS (lb/size)9=1669/0-3-8, 16=1669/0-3-8 Max Horiz 16=-103 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2190/0, 2-3=-1701/13, 3-4=-2778/0, 4-6=-2778/0, 6-7=-1701/13, 7-8=-2190/0, 1-16=-1606/0, 8-9=-1606/0 BOT CHORD 15-16=-95/266, 13-15=-12/2633, 12-13=0/2929, 10-12=0/2633, 9-10=-46/201 WEBS 2-15=0/786, 3-15=-1289/75, 3-13=0/465, 4-13=-278/89, 4-12=-278/89, 6-12=0/465, 6-10=-1289/75, 7-10=0/786, 1-15=0/1536, 8-10=0/1536 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 4-4-2, Interior (1) 4-4-2 to 7-5-1, Exterior(2R) 7-5-1 to 13-4-6, Interior (1) 13-4-6 to 34-7-0, Exterior(2R) 34-7-0 to 40-6-4, Interior (1) 40-6-4 to 41-10-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382547T28Hip1118030029-V 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 19:36:41 Page: 1 ID:uXLlkH07DYbcqek58g59Biy9PJb-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =4x5 =5x6 =5x6 =5x10 =2x4 =5x8 WB =3x6 =2x4 =3x8 =5x8 WB =2x4 =5x10 =3x8 =5x6 =5x6 =4x5 =3x5 18 17 16 15 14 13 12 11 10 91 2219 82203456217 5-5-1 5-5-1 5-5-1 42-0-1 7-8-10 36-7-0 7-8-10 13-1-11 7-10-6 21-0-0 7-10-6 28-10-6 5-3-5 5-3-5 5-3-5 42-0-1 7-10-6 36-8-12 7-10-6 13-1-11 7-10-6 21-0-0 7-10-6 28-10-61-4-04-11-6Scale = 1:70.8 Plate Offsets (X, Y):[1:Edge,0-1-12], [2:0-4-0,0-2-0], [8:0-4-0,0-2-0], [9:Edge,0-1-12], [10:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 1.00 Vert(LL)-0.28 14 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.71 Vert(CT)-0.59 14-16 >848 180 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT)0.13 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 179 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 1650F 1.5E *Except* 1-2,8-9:2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF Stud *Except*16-2,16-5,12-5,12-8:2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 2-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 5-12 REACTIONS (lb/size)10=1669/0-3-8, 18=1669/0-3-8 Max Horiz 18=-82 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2119/0, 2-3=-3298/9, 3-5=-3298/9, 5-6=-3296/9, 6-8=-3297/9, 8-9=-2118/0, 1-18=-1625/0, 9-10=-1625/0 BOT CHORD 17-18=-74/158, 16-17=-20/1698, 14-16=-13/3815, 12-14=-13/3815, 11-12=0/1697, 10-11=-26/108 WEBS 2-17=-208/78, 2-16=-49/1902, 3-16=-501/112, 5-16=-625/47, 5-14=0/310, 5-12=-627/47, 6-12=-500/112, 8-12=-50/1901, 8-11=-207/79, 1-17=0/1622, 9-11=0/1620 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 4-4-2, Interior (1) 4-4-2 to 5-5-1, Exterior(2R) 5-5-1 to 11-4-6, Interior (1) 11-4-6 to 36-7-0, Exterior(2E) 36-7-0 to 41-10-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382548T29Hip1118030029-V 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 19:36:42 Page: 1 ID:Mjv7xd1l_sjTSoJIhNcOjvy9PJa-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 =3x5 =3x5 =2x4 6 5 4 1 2 7 3 1-1-12 1-1-12 3-0-5 4-2-1 0-1-12 1-1-12 1-0-0 1-0-0 3-0-5 4-2-13-5-60-8-03-5-6Scale = 1:40.1 Plate Offsets (X, Y):[6:0-3-0,0-4-8] 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 0.09 Vert(LL)0.00 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.06 Vert(CT)0.00 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 19 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-2-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=101/ Mechanical, 5=209/0-3-8 Max Horiz 5=60 (LC 12) Max Uplift 4=-39 (LC 12) Max Grav 4=110 (LC 19), 5=209 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-28/0, 1-2=-26/17, 2-3=-60/31 BOT CHORD 5-6=-5/6, 4-5=-79/66 WEBS 2-5=-158/40, 1-5=-1/24, 3-4=-70/47, 2-4=-71/85 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 4-0-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 4. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382549T30Jack-Open 1 118030029-V 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 19:36:42 Page: 1 ID:Mjv7xd1l_sjTSoJIhNcOjvy9PJa-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 =2x4 =3x8 =6x8 6 5 4 1 2 7 3 1-1-12 1-1-12 3-0-5 4-2-1 0-1-12 1-1-12 1-0-0 1-0-0 3-0-5 4-2-13-5-60-8-03-5-6Scale = 1:39.9 Plate Offsets (X, Y):[3:0-1-11,Edge], [6:0-3-0,0-4-8] 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 0.09 Vert(LL)0.00 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.06 Vert(CT)-0.01 4-5 >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: 17 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 4-2-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=82/ Mechanical, 4=25/ Mechanical, 5=214/0-3-8 Max Horiz 5=63 (LC 12) Max Uplift 3=-53 (LC 12) Max Grav 3=90 (LC 19), 4=48 (LC 3), 5=214 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-32/0, 1-2=-30/17, 2-3=-95/66 BOT CHORD 5-6=-5/6, 4-5=0/0 WEBS 3-5=-115/96, 2-5=-188/121, 1-5=0/25 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 4-2-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members andforces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 3. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382550T31Jack-Open 4 118030029-V 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 19:36:42 Page: 1 ID:kuvr7XLgCxH_MNKKR9RV3ny9P8r-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 =3x6 =4x5 =3x8 =4x5 =5x6 =3x5 6 1 8 7 5 9 42 1110 3 5-7-1 5-7-1 5-3-12 10-10-12 5-3-12 16-2-8 5-7-1 21-9-9 0-1-12 20-9-9 0-1-12 1-1-12 1-0-0 1-0-0 1-0-0 21-9-9 9-9-0 10-10-12 9-9-0 20-7-130-8-07-11-3Scale = 1:61.3 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 0.33 Vert(LL)-0.13 6-7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.68 Vert(CT)-0.27 6-7 >899 180 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT)0.02 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 95 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 -- 1-3-5, Right 2x4 SPFStud -- 1-3-5 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=872/0-3-8, 9=872/0-3-8 Max Horiz 9=-121 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-494/0, 2-3=-754/29, 3-4=-754/29, 4-5=-494/0 BOT CHORD 1-9=0/376, 7-9=-24/709, 6-7=0/709, 5-6=0/376 WEBS 3-7=0/480, 4-7=-232/122, 4-6=-739/147, 2-7=-232/121, 2-9=-739/147 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 10-10-12, Exterior(2R) 10-10-12 to 13-10-12, Interior (1) 13-10-12 to 21-9-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382551T32Common1118030029-V 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 19:36:43 Page: 1 ID:qwTV9y1Nl9rK3ytUF57dG7y9PJZ-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 =4x8 =3x5 =2x4 =3x5 =3x5 =3x5 =4x5 =3x8 =3x5 =4x5 =3x5 =5x6 =2x4 1 15 14 13 1211 10 9 8 2 3 7 6 4 1716 5 5-4-1 10-11-11 5-7-9 5-7-9 5-4-1 16-3-12 7-6-2 23-9-15 7-9-10 31-7-9 0-1-12 1-1-12 1-0-0 1-0-0 3-9-8 16-3-12 5-8-4 6-10-0 5-8-4 12-6-4 7-0-13 31-7-9 8-3-0 24-6-120-8-01-4-011-6-8Scale = 1:77.8 Plate Offsets (X, Y):[1:0-1-15,0-0-10], [8:Edge,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL)-0.08 10-11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.42 Vert(CT)-0.17 10-11 >844 180 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT)0.01 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 159 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 14-2,9-8:2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 1-3-5 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-13. WEBS 1 Row at midpt 5-11, 6-11 REACTIONS (lb/size)9=268/0-3-8, 10=792/0-3-8, 13=893/0-3-8, 15=566/0-3-8 Max Horiz 15=187 (LC 9) Max Uplift 13=-31 (LC 12) Max Grav 9=284 (LC 26), 10=792 (LC 1), 13=893 (LC 1), 15=566 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-164/83, 2-4=-220/80, 4-5=-268/111, 5-6=-314/85, 6-8=-186/93, 8-9=-227/28 BOT CHORD 1-15=0/108, 14-15=-48/427, 13-14=-25/463, 11-13=-105/113, 10-11=0/134, 9-10=-35/145 WEBS 2-15=-473/26, 2-14=0/254, 2-13=-386/51, 4-13=-635/50, 4-11=0/318, 5-11=-155/17, 6-11=-42/129, 6-10=-610/67, 8-10=-123/82 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 3-1-15, Interior (1) 3-1-15 to 16-3-12, Exterior(2R) 16-3-12 to 19-5-12, Interior (1) 19-5-12 to 31-5-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 13. 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-Haven A Bonus Room I52382552T33Common2118030029-V 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 19:36:43 Page: 1 ID:I61tMI2?WTzBh6SgpoetoKy9PJY-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 =4x5 =2x4 =2x4 =2x4 =3x5 1 8 7 6 5 42 109 3 0-5-3 13-2-7 6-2-1 12-9-4 6-7-4 6-7-4 13-2-74-5-10-0-44-1-6Scale = 1:36.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horiz(TL)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 39 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=66/13-2-7, 5=66/13-2-7, 6=295/13-2-7, 7=263/13-2-7, 8=295/13-2-7 Max Horiz 1=-65 (LC 8) Max Uplift 1=-6 (LC 8), 6=-51 (LC 13), 8=-51 (LC 12) Max Grav 1=75 (LC 20), 5=66 (LC 1), 6=302 (LC 26), 7=263 (LC 1), 8=302 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-79/53, 2-3=-114/62, 3-4=-114/59, 4-5=-64/30 BOT CHORD 1-8=-12/51, 7-8=-12/51, 6-7=-12/51, 5-6=-12/51 WEBS 3-7=-178/0, 2-8=-235/92, 4-6=-235/92 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior (1) 3-5-12 to 6-7-10, Exterior(2R) 6-7-10 to 9-7-10, Interior (1) 9-7-10 to 12-9-7 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 6 lb uplift at joint 1, 51 lb uplift at joint 8 and 51 lb uplift at joint 6. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382553T34Valley1118030029-V 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 19:36:43 Page: 1 ID:I61tMI2?WTzBh6SgpoetoKy9PJY-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 =2x4 1 5 4 3 2 3-3-7 7-10-11 4-7-4 4-7-4 7-10-113-1-10-0-40-10-12Scale = 1:27.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.28 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 0.06 Horiz(TL)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 23 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 7-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=158/7-10-11, 4=114/7-10-11, 5=311/7-10-11 Max Horiz 1=50 (LC 9) Max Uplift 1=-6 (LC 12), 4=-23 (LC 13) Max Grav 1=158 (LC 1), 4=117 (LC 20), 5=311 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-77/72, 2-3=-49/60, 3-4=-97/61 BOT CHORD 1-5=-8/8, 4-5=-8/8 WEBS 2-5=-219/45 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 4-7-10, Exterior(2E) 4-7-10 to 7-9-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 23 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382554T35Valley1118030029-V 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 19:36:43 Page: 1 ID:I61tMI2?WTzBh6SgpoetoKy9PJY-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 =4x5 =2x4 1 4 3 2 0-5-3 5-2-7 2-2-1 4-9-4 2-7-4 2-7-4 5-2-71-9-10-0-41-5-6Scale = 1:23.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 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 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-3-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=94/5-2-7, 3=94/5-2-7, 4=157/5-2-7 Max Horiz 1=-23 (LC 8) Max Uplift 1=-4 (LC 12), 3=-7 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-52/26, 2-3=-52/26 BOT CHORD 1-4=-3/22, 3-4=-3/22 WEBS 2-4=-103/35 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 4 lb uplift at joint 1 and 7 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-Haven A Bonus Room I52382555T36Valley1118030029-V 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 19:36:44 Page: 1 ID:I61tMI2?WTzBh6SgpoetoKy9PJY-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =3x5 =4x5 =3x5 1 13 12 11 10 9 8 7 2 6 53 14 15 4 0-5-3 22-1-15 10-7-13 21-8-12 11-1-0 11-1-0 22-1-157-4-140-0-47-1-3Scale = 1:51 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horiz(TL)0.00 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 75 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 10-4:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=92/22-1-15, 7=92/22-1-15, 8=290/22-1-15, 9=341/22-1-15, 10=255/22-1-15, 11=341/22-1-15, 13=290/22-1-15 Max Horiz 1=113 (LC 9) Max Uplift 1=-11 (LC 8), 8=-42 (LC 13), 9=-55 (LC 13), 11=-56 (LC 12), 13=-42 (LC 12) Max Grav 1=108 (LC 20), 7=92 (LC 1), 8=290 (LC 1), 9=347 (LC 26), 10=255 (LC 1), 11=347 (LC 25), 13=290 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-109/91, 2-3=-127/73, 3-4=-117/107, 4-5=-109/93, 5-6=-98/48, 6-7=-89/50 BOT CHORD 1-13=-33/79, 11-13=-33/79, 10-11=-33/79, 9-10=-33/79, 8-9=-33/79, 7-8=-33/79 WEBS 4-10=-175/0, 3-11=-265/105, 2-13=-214/84, 5-9=-265/105, 6-8=-214/84 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior (1) 3-5-12 to 11-1-6, Exterior(2R) 11-1-6 to 14-1-6, Interior (1) 14-1-6 to 21-8-15 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 1, 56 lb uplift at joint 11, 42 lb uplift at joint 13, 55 lb uplift at joint 9 and 42 lb uplift at joint 8. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382556T37Valley1118030029-V 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 19:36:44 Page: 1 ID:mIaGae3dHn52JG1tNWA6LYy9PJX-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 =3x5 =2x4 =4x5 =2x4 =2x4 =3x5 1 9 8 7 6 5 10 13 42 1211 3 0-5-3 18-1-15 8-7-13 17-8-12 9-1-0 9-1-0 18-1-156-0-140-0-45-9-3Scale = 1:46.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horiz(TL)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 57 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 7-3:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=164/18-1-15, 5=164/18-1-15, 6=416/18-1-15, 7=220/18-1-15, 9=416/18-1-15 Max Horiz 1=-91 (LC 8) Max Uplift 6=-65 (LC 13), 9=-65 (LC 12) Max Grav 1=164 (LC 1), 5=164 (LC 1), 6=419 (LC 26), 7=220 (LC 1), 9=419 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-110/94, 2-3=-114/86, 3-4=-111/74, 4-5=-86/69 BOT CHORD 1-9=-26/64, 7-9=-26/64, 6-7=-26/64, 5-6=-26/64 WEBS 3-7=-158/0, 2-9=-309/119, 4-6=-309/119 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 9-1-6, Exterior(2R) 9-1-6 to 12-1-6, Interior (1) 12-1-6 to 17-8-15 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) 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 65 lb uplift at joint 9 and 65 lb uplift at joint 6. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382557T38Valley1118030029-V 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 19:36:44 Page: 1 ID:mIaGae3dHn52JG1tNWA6LYy9PJX-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 =4x5 =2x4 =2x4 =3x5 1 8 7 6 5 2 4 9 10 3 0-5-3 14-1-15 6-7-13 13-8-12 7-1-0 7-1-0 14-1-154-8-140-0-44-5-3Scale = 1:37.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 43 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=90/14-1-15, 5=90/14-1-15, 6=310/14-1-15, 7=259/14-1-15, 8=310/14-1-15 Max Horiz 1=-70 (LC 8) Max Uplift 6=-53 (LC 13), 8=-53 (LC 12) Max Grav 1=95 (LC 20), 5=90 (LC 1), 6=317 (LC 26), 7=259 (LC 1), 8=317 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-88/56, 2-3=-114/66, 3-4=-114/62, 4-5=-70/34 BOT CHORD 1-8=-14/53, 7-8=-14/53, 6-7=-14/53, 5-6=-14/53 WEBS 3-7=-177/0, 2-8=-243/95, 4-6=-243/95 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior (1) 3-5-12 to 7-1-6, Exterior(2R) 7-1-6 to 10-1-6, Interior (1) 10-1-6 to 13-8-15 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) 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 53 lb uplift at joint 8 and 53 lb uplift at joint 6. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382558T39Valley1118030029-V 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 19:36:44 Page: 1 ID:mIaGae3dHn52JG1tNWA6LYy9PJX-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 5 6 2 0-5-3 10-1-15 4-7-13 9-8-12 5-1-0 5-1-0 10-1-153-4-140-0-43-1-3Scale = 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 0.36 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.18 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 27 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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=202/10-1-15, 3=202/10-1-15, 4=338/10-1-15 Max Horiz 1=-49 (LC 8) Max Uplift 1=-9 (LC 12), 3=-16 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-112/45, 2-3=-112/42 BOT CHORD 1-4=-7/48, 3-4=-7/48 WEBS 2-4=-222/45 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior (1) 3-5-12 to 5-1-6, Exterior(2R) 5-1-6 to 8-1-6, Interior (1) 8-1-6 to 9-8-15 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) 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 9 lb uplift at joint 1 and 16 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-Haven A Bonus Room I52382559T40Valley1118030029-V 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 19:36:44 Page: 1 ID:mIaGae3dHn52JG1tNWA6LYy9PJX-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 6-1-15 2-7-13 5-8-12 3-1-0 3-1-0 6-1-152-0-140-0-41-9-3Scale = 1:25.1 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 0.10 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 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 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=115/6-1-15, 3=115/6-1-15, 4=192/6-1-15 Max Horiz 1=28 (LC 9) Max Uplift 1=-5 (LC 12), 3=-9 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-64/31, 2-3=-64/31 BOT CHORD 1-4=-4/27, 3-4=-4/27 WEBS 2-4=-126/40 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 5 lb uplift at joint 1 and 9 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-Haven A Bonus Room I52382560T41Valley1118030029-V 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 19:36:45 Page: 1 ID:mIaGae3dHn52JG1tNWA6LYy9PJX-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 =3x5 1 20 19 18 17 16 15 14 13 12 11 102 93 4 8 5 72221 6 0-5-3 34-10-0 16-11-13 34-4-13 17-5-0 17-5-0 34-10-011-7-90-0-411-3-14Scale = 1:70.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.17 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horiz(TL)0.01 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 138 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 20-2,12-10:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-16, 5-18, 7-14 REACTIONS (lb/size)1=180/34-10-0, 11=180/34-10-0, 12=423/34-10-0, 13=284/34-10-0, 14=343/34-10-0, 16=255/34-10-0, 18=343/34-10-0, 19=284/34-10-0, 20=423/34-10-0 Max Horiz 1=-180 (LC 8) Max Uplift 1=-3 (LC 8), 12=-63 (LC 13), 13=-41 (LC 13), 14=-55 (LC 13), 18=-55 (LC 12), 19=-41 (LC 12), 20=-63 (LC 12) Max Grav 1=198 (LC 20), 11=180 (LC 1), 12=424 (LC 26), 13=284 (LC 1), 14=348 (LC 26), 16=282 (LC 22), 18=348 (LC 25), 19=284 (LC 1), 20=424 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-172/151, 2-4=-164/103, 4-5=-138/125, 5-6=-136/170, 6-7=-136/156, 7-8=-97/82, 8-10=-115/40, 10-11=-136/99 BOT CHORD 1-20=-64/131, 19-20=-64/131, 18-19=-64/131, 16-18=-64/131, 14-16=-64/131, 13-14=-64/131, 12-13=-64/131, 11-12=-64/131 WEBS 6-16=-203/32, 5-18=-265/104, 4-19=-215/87, 2-20=-308/118, 7-14=-265/103, 8-13=-215/87, 10-12=-308/118 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-5-12 to 3-11-9, Interior (1) 3-11-9 to 17-5-6, Exterior(2R) 17-5-6 to 20-11-3, Interior (1) 20-11-3 to 34-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 1, 55 lb uplift at joint 18, 41 lb uplift at joint 19, 63 lb uplift at joint 20, 55 lb uplift at joint 14, 41 lb uplift at joint 13 and 63 lb uplift at joint 12. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382561T42Valley1118030029-V 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 19:36:45 Page: 1 ID:EV8en_4F24DvwPc3wDhLtly9PJW-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 1 19 18 17 1615 14 13 12 11 2 10 93 4 8 5 7 20 21 6 0-5-3 30-10-0 14-11-13 30-4-13 15-5-0 15-5-0 30-10-010-3-90-0-49-11-14Scale = 1:64.2 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 0.16 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 0.24 Horiz(TL)0.01 11 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 OTHERS 2x4 SPF Stud *Except* 15-6,17-5,14-7:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15 REACTIONS (lb/size)1=105/30-10-0, 11=105/30-10-0, 12=310/30-10-0, 13=320/30-10-0, 14=334/30-10-0, 15=258/30-10-0, 17=334/30-10-0, 18=320/30-10-0, 19=310/30-10-0 Max Horiz 1=-158 (LC 8) Max Uplift 1=-21 (LC 8), 12=-46 (LC 13), 13=-46 (LC 13), 14=-54 (LC 13), 17=-54 (LC 12), 18=-46 (LC 12), 19=-46 (LC 12) Max Grav 1=133 (LC 20), 11=112 (LC 22), 12=311 (LC 26), 13=320 (LC 1), 14=339 (LC 26), 15=273 (LC 22), 17=339 (LC 25), 18=320 (LC 1), 19=311 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-161/129, 2-4=-153/103, 4-5=-137/106, 5-6=-124/150, 6-7=-122/137, 7-8=-101/67, 8-10=-110/53, 10-11=-122/72 BOT CHORD 1-19=-54/114, 18-19=-54/114, 17-18=-54/114, 15-17=-54/114, 14-15=-54/114, 13-14=-54/114, 12-13=-54/114, 11-12=-54/114 WEBS 6-15=-193/16, 5-17=-259/102, 4-18=-239/95, 2-19=-230/90, 7-14=-259/102, 8-13=-239/95, 10-12=-230/90 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-5-12 to 3-5-6, Interior (1) 3-5-6 to 15-5-6, Exterior(2R) 15-5-6 to 18-6-6, Interior (1) 18-6-6 to 30-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 1, 54 lb uplift at joint 17, 46 lb uplift at joint 18, 46 lb uplift at joint 19, 54 lb uplift at joint 14, 46 lb uplift at joint 13 and 46 lb uplift at joint 12. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382562T43Valley1118030029-V 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 19:36:45 Page: 1 ID:EV8en_4F24DvwPc3wDhLtly9PJW-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =3x5 =4x5 =3x5 1 13 12 11 10 9 8 7 62 3 5 1514 4 0-5-3 26-10-0 12-11-13 26-4-13 13-5-0 13-5-0 26-10-08-11-90-0-48-7-14Scale = 1:58.1 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 0.25 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.17 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horiz(TL)0.00 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 96 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 13-2,8-6:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS (lb/size)1=181/26-10-0, 7=181/26-10-0, 8=419/26-10-0, 9=301/26-10-0, 10=271/26-10-0, 12=301/26-10-0, 13=419/26-10-0 Max Horiz 1=137 (LC 9) Max Uplift 8=-61 (LC 13), 9=-50 (LC 13), 12=-50 (LC 12), 13=-61 (LC 12) Max Grav 1=186 (LC 20), 7=181 (LC 1), 8=419 (LC 1), 9=307 (LC 26), 10=272 (LC 22), 12=307 (LC 25), 13=419 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-144/119, 2-3=-141/87, 3-4=-120/130, 4-5=-107/116, 5-6=-111/53, 6-7=-116/82 BOT CHORD 1-13=-44/98, 12-13=-44/98, 10-12=-44/98, 9-10=-44/98, 8-9=-44/98, 7-8=-44/98 WEBS 4-10=-186/0, 3-12=-239/96, 2-13=-303/116, 5-9=-239/95, 6-8=-303/117 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior (1) 3-5-12 to 13-5-6, Exterior(2R) 13-5-6 to 16-5-6, Interior (1) 16-5-6 to 26-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 12, 61 lb uplift at joint 13, 50 lb uplift at joint 9 and 61 lb uplift at joint 8. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382563T44Valley1118030029-V 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 19:36:46 Page: 1 ID:ihi0?K4upOLlYZBFUxCaQzy9PJV-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =3x5 =4x5 =3x5 1 13 12 11 10 9 8 7 2 6 3 5 14 15 4 0-5-3 22-10-0 10-11-13 22-4-13 11-5-0 11-5-0 22-10-07-7-90-0-47-3-14Scale = 1:52 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horiz(TL)0.00 7 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 OTHERS 2x4 SPF Stud *Except* 10-4:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=106/22-10-0, 7=106/22-10-0, 8=305/22-10-0, 9=338/22-10-0, 10=256/22-10-0, 11=338/22-10-0, 13=305/22-10-0 Max Horiz 1=-116 (LC 8) Max Uplift 1=-7 (LC 8), 8=-44 (LC 13), 9=-55 (LC 13), 11=-55 (LC 12), 13=-44 (LC 12) Max Grav 1=120 (LC 20), 7=106 (LC 1), 8=305 (LC 1), 9=344 (LC 26), 10=256 (LC 1), 11=344 (LC 25), 13=305 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-114/94, 2-3=-128/73, 3-4=-117/110, 4-5=-109/97, 5-6=-99/47, 6-7=-93/54 BOT CHORD 1-13=-35/82, 11-13=-35/82, 10-11=-35/82, 9-10=-35/82, 8-9=-35/82, 7-8=-35/82 WEBS 4-10=-176/0, 3-11=-263/104, 2-13=-224/87, 5-9=-263/104, 6-8=-224/87 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 3-5-6, Interior (1) 3-5-6 to 11-5-6, Exterior(2R) 11-5-6 to 14-5-6, Interior (1) 14-5-6 to 22-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 1, 55 lb uplift at joint 11, 44 lb uplift at joint 13, 55 lb uplift at joint 9 and 44 lb uplift at joint 8. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382564T45Valley1118030029-V 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 19:36:46 Page: 1 ID:ihi0?K4upOLlYZBFUxCaQzy9PJV-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 =3x5 =4x5 =2x4 =2x4 =2x4 =3x5 1 9 8 7 6 5 42 1110 3 0-5-3 18-10-0 8-11-13 18-4-13 9-5-0 9-5-0 18-10-06-3-90-0-45-11-14Scale = 1:47.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.17 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horiz(TL)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 60 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 7-3:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=175/18-10-0, 5=175/18-10-0, 6=438/18-10-0, 7=208/18-10-0, 9=438/18-10-0 Max Horiz 1=95 (LC 9) Max Uplift 6=-68 (LC 13), 9=-68 (LC 12) Max Grav 1=175 (LC 1), 5=175 (LC 1), 6=441 (LC 26), 7=208 (LC 1), 9=441 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-114/101, 2-3=-115/90, 3-4=-112/78, 4-5=-89/76 BOT CHORD 1-9=-28/67, 7-9=-28/67, 6-7=-28/67, 5-6=-28/67 WEBS 3-7=-151/0, 2-9=-324/124, 4-6=-324/124 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior (1) 3-5-12 to 9-5-6, Exterior(2R) 9-5-6 to 12-5-6, Interior (1) 12-5-6 to 18-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)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 68 lb uplift at joint 9 and 68 lb uplift at joint 6. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382565T46Valley1118030029-V 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 19:36:46 Page: 1 ID:ihi0?K4upOLlYZBFUxCaQzy9PJV-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 =4x5 =2x4 =2x4 =2x4 =3x5 1 8 7 6 5 2 4 9 10 3 0-5-3 14-10-0 6-11-13 14-4-13 7-5-0 7-5-0 14-10-04-11-90-0-44-7-14Scale = 1:38.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 45 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=105/14-10-0, 5=105/14-10-0, 6=324/14-10-0, 7=255/14-10-0, 8=324/14-10-0 Max Horiz 1=74 (LC 9) Max Uplift 6=-54 (LC 13), 8=-54 (LC 12) Max Grav 1=108 (LC 20), 5=105 (LC 1), 6=330 (LC 26), 7=255 (LC 1), 8=330 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-93/59, 2-3=-114/69, 3-4=-114/63, 4-5=-74/38 BOT CHORD 1-8=-16/54, 7-8=-16/54, 6-7=-16/54, 5-6=-16/54 WEBS 3-7=-175/0, 2-8=-251/98, 4-6=-251/98 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) 0-5-12 to 3-5-6, Interior (1) 3-5-6 to 7-5-6, Exterior(2R) 7-5-6 to 10-5-6, Interior (1) 10-5-6 to 14-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)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 54 lb uplift at joint 8 and 54 lb uplift at joint 6. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382566T47Valley1118030029-V 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 19:36:46 Page: 1 ID:ihi0?K4upOLlYZBFUxCaQzy9PJV-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 65 2 0-5-3 10-10-0 4-11-13 10-4-13 5-5-0 5-5-0 10-10-03-7-90-0-43-3-14Scale = 1:32.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.21 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 29 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=216/10-10-0, 3=216/10-10-0, 4=362/10-10-0 Max Horiz 1=-53 (LC 8) Max Uplift 1=-10 (LC 12), 3=-17 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-120/48, 2-3=-120/44 BOT CHORD 1-4=-7/51, 3-4=-7/51 WEBS 2-4=-238/45 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 5-5-6, Exterior(2R) 5-5-6 to 8-5-6, Interior (1) 8-5-6 to 10-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)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 10 lb uplift at joint 1 and 17 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382567T48Valley1118030029-V 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 19:36:47 Page: 1 ID:ihi0?K4upOLlYZBFUxCaQzy9PJV-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 =4x5 =2x4 1 4 3 2 0-5-3 6-10-0 2-11-13 6-4-13 3-5-0 3-5-0 6-10-02-3-90-0-41-11-14Scale = 1:26 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 18 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=129/6-10-0, 3=129/6-10-0, 4=216/6-10-0 Max Horiz 1=-31 (LC 8) Max Uplift 1=-6 (LC 12), 3=-10 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-72/33, 2-3=-72/33 BOT CHORD 1-4=-4/31, 3-4=-4/31 WEBS 2-4=-142/42 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 10 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-Haven A Bonus Room I52382568T49Valley1118030029-V 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 19:36:47 Page: 1 ID:BtGOCg5WaiTcAjmR2ejpzAy9PJU-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 =2x4 1 4 3 2 0-7-15 2-10-6 2-2-7 2-2-7 2-10-61-5-140-0-41-0-10Scale = 1:24.2 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 0.05 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 8 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 2-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=91/2-10-6, 4=91/2-10-6 Max Horiz 1=25 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-67/17, 2-3=-60/35, 3-4=-62/35 BOT CHORD 1-4=-21/35 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-Haven A Bonus Room I52382569T50Valley1118030029-V 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 19:36:47 Page: 1 ID:BtGOCg5WaiTcAjmR2ejpzAy9PJU-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 =2x4 1 5 4 3 2 0-7-15 4-10-6 4-2-7 4-2-7 4-10-62-9-140-0-42-4-10Scale = 1:32.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.23 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 0.03 Horiz(TL)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 17 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 4-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=142/4-10-6, 4=-40/4-10-6, 5=239/4-10-6 Max Horiz 1=58 (LC 9) Max Uplift 4=-105 (LC 3) Max Grav 1=142 (LC 1), 4=-22 (LC 9), 5=265 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-74/64, 2-3=-37/42, 3-4=-30/30 BOT CHORD 1-5=-25/27, 4-5=-25/27 WEBS 2-5=-132/101 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 4-2-13, Exterior(2E) 4-2-13 to 4-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)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 105 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382570T51Valley1118030029-V 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 19:36:47 Page: 1 ID:BtGOCg5WaiTcAjmR2ejpzAy9PJU-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 =4x5 =2x4 =2x4 =2x4 1 7 6 5 2 4 3 0-7-15 6-10-6 6-2-7 6-2-7 6-10-64-1-140-0-43-8-10Scale = 1:38.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horiz(TL)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 26 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud 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=7/6-10-6, 5=-30/6-10-6, 6=210/6-10-6, 7=315/6-10-6 Max Horiz 1=90 (LC 9) Max Uplift 1=-25 (LC 10), 5=-86 (LC 3), 7=-57 (LC 12) Max Grav 1=51 (LC 9), 5=-12 (LC 9), 6=232 (LC 3), 7=315 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-180/139, 2-3=-103/68, 3-4=-54/61, 4-5=-39/39 BOT CHORD 1-7=-40/43, 6-7=-40/43, 5-6=-40/43 WEBS 3-6=-124/94, 2-7=-246/161 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 6-2-13, Exterior(2E) 6-2-13 to 6-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)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 25 lb uplift at joint 1, 86 lb uplift at joint 5 and 57 lb uplift at joint 7. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382571T52Valley1118030029-V 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 19:36:47 Page: 1 ID:BtGOCg5WaiTcAjmR2ejpzAy9PJU-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 2 4 5 3 0-8-9 -0-8-9 4-2-1 4-2-1 4-2-13-3-50-4-73-1-13Scale = 1:28 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.16 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 14 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 4-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=191/4-2-1, 4=159/4-2-1 Max Horiz 2=69 (LC 9) Max Uplift 4=-13 (LC 12) Max Grav 2=191 (LC 1), 4=163 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-97/76, 3-4=-123/96 BOT CHORD 2-4=-32/35 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-3-5 to 3-3-5, Interior (1) 3-3-5 to 4-9-4 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 13 lb uplift at joint 4. 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)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382572T53Piggyback7118030029-V 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 19:36:48 Page: 1 ID:BtGOCg5WaiTcAjmR2ejpzAy9PJU-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 2 4 5 3 0-8-9 -0-8-9 4-2-2 4-2-2 4-2-23-3-60-4-73-1-14Scale = 1:28 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.16 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 14 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 4-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=191/4-2-2, 4=160/4-2-2 Max Horiz 2=69 (LC 9) Max Uplift 4=-13 (LC 12) Max Grav 2=191 (LC 1), 4=163 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-97/76, 3-4=-123/96 BOT CHORD 2-4=-32/35 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-3-5 to 3-3-5, Interior (1) 3-3-5 to 4-9-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 13 lb uplift at joint 4. 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)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382573T54Piggyback3118030029-V 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 19:36:48 Page: 1 ID:INYJx6FgWh6mDjGxJtSs_wy9PJH-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 5 2 6 4 3 0-8-9 -0-8-9 0-8-9 10-4-10 4-10-1 4-10-1 4-10-1 9-8-1 9-8-13-8-100-4-73-7-2Scale = 1:32.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.20 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 30 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=240/9-8-1, 4=240/9-8-1, 6=349/9-8-1 Max Horiz 2=56 (LC 11) Max Uplift 2=-15 (LC 12), 4=-22 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-119/49, 3-4=-119/49, 4-5=0/14 BOT CHORD 2-6=-6/53, 4-6=-6/53 WEBS 3-6=-228/45 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-3-5 to 3-3-5, Interior (1) 3-3-5 to 5-7-0, Exterior(2R) 5-7-0 to 8-7-0, Interior (1) 8-7-0 to 10-10-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 2 and 22 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382574T55Piggyback7118030029-V 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 19:36:48 Page: 1 ID:BtGOCg5WaiTcAjmR2ejpzAy9PJU-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 =3x5 =2x4 =4x5 =2x4 1 7 2 9 8 6 3 10 54 0-8-9 10-4-10 0-8-9 -0-8-9 3-1-15 6-5-0 3-3-1 3-3-1 3-3-1 9-8-1 9-8-12-8-00-4-72-6-8Scale = 1:31.8 Plate Offsets (X, Y):[4:0-2-8,0-1-13], [5:0-2-8,0-1-13] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT)0.00 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 29 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=162/9-8-1, 6=214/9-8-1, 8=211/9-8-1, 9=243/9-8-1 Max Horiz 2=-40 (LC 10) Max Uplift 9=-9 (LC 12) Max Grav 2=162 (LC 1), 6=219 (LC 26), 8=211 (LC 1), 9=244 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-142/47, 3-4=-158/44, 4-5=-98/35, 5-6=-164/35, 6-7=0/14 BOT CHORD 2-9=-22/98, 8-9=-22/98, 6-8=-22/98 WEBS 5-8=-128/49, 3-9=-172/72 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) 0-3-5 to 3-1-15, Interior (1) 3-1-15 to 4-0-0, Exterior(2E) 4-0-0 to 10-10-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 9. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382575T56Piggyback1118030029-V 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 19:36:48 Page: 1 ID:BtGOCg5WaiTcAjmR2ejpzAy9PJU-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 =2x4 =2x4 =4x5 =2x4 1 7 2 10 9 8 6 3 511124 3-1-113-1-11 0-8-9 -0-8-9 0-8-9 10-4-10 1-3-1 1-3-1 1-3-1 9-8-1 3-6-15 4-10-1 3-6-15 8-5-0 1-4-13 1-4-13 1-4-13 9-8-1 3-5-3 4-10-1 3-5-3 8-3-41-4-00-4-70-7-80-7-81-2-8Scale = 1:29.7 Plate Offsets (X, Y):[3:0-2-8,0-1-13], [5:0-2-8,0-1-13] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 27 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 9-8-1. (lb) -Max Horiz 2=18 (LC 11) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 6, 9 Max Grav All reactions 250 (lb) or less at joint (s) 2, 6, 8, 10 except 9=342 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-268/68 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-3-5 to 2-0-0, Exterior(2R) 2-0-0 to 6-2-15, Interior (1) 6-2-15 to 9-1-15, Exterior(2E) 9-1-15 to 10-10-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 9. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382576T57Piggyback1118030029-V Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 E Jan 6 2022 Print: 8.530 E Jan 6 2022 MiTek Industries, Inc. Tue Jun 07 14:16:31 Page: 1 ID:f3qmP068L?cTntLecLE2VOy9PJT-cqYJ0D3?nkft_tZ4NVsWbPEXtCEZ7tystAlch_z8pUk 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 =3x5 =4x5 =4x5 =3x8 =4x5 =3x6 =2x4 1 9 8 7 6 5 10 1324 1211 3 4-0-5 13-4-3 4-9-10 4-9-10 4-6-5 9-3-14 4-3-13 17-8-0 0-1-12 1-1-12 1-0-0 1-0-0 8-2-2 9-3-14 8-4-2 17-8-00-8-01-3-146-10-10Scale = 1:54.1 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 0.31 Vert(LL)-0.10 6-7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.52 Vert(CT)-0.20 6-7 >995 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT)0.01 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 WEBS 2x4 SPF No.2 *Except* 6-5:2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 1-3-3 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)6=660/0-3-8, 9=742/0-3-8 Max Horiz 9=113 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-315/8, 2-3=-616/29, 3-4=-604/28, 4-5=-176/29, 5-6=-172/25 BOT CHORD 1-9=0/233, 7-9=-24/566, 6-7=0/535 WEBS 2-9=-669/108, 2-7=-178/105, 3-7=0/390, 4-7=-154/100, 4-6=-605/5 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 9-3-14, Exterior(2R) 9-3-14 to 12-3-14, Interior (1) 12-3-14 to 17-6-4 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)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-Haven A Bonus Room I52382577T58Common3118030029-V 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 19:36:49 Page: 1 ID:f3qmP068L?cTntLecLE2VOy9PJT-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x6 =4x8 =4x5 =3x5 =3x5 =3x5 =4x5 =3x5 =4x5 =3x6 =3x8 =3x5 1 12 11 10 9 8 7 6 2 5 3 1413 4 7-1-15 29-0-8 6-10-7 21-10-9 7-7-13 7-7-13 7-4-5 15-0-2 0-1-12 1-1-12 1-0-0 1-0-0 9-2-7 10-4-3 9-2-7 19-6-9 9-5-15 29-0-810-8-20-8-01-3-140-3-80-3-810-4-1010-8-2Scale = 1:73.8 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 0.65 Vert(LL)-0.18 8-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.73 Vert(CT)-0.36 8-9 >933 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 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 *Except* 8-7:2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 1-3-7 BRACING TOP CHORD Structural wood sheathing directly applied or4-1-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-12, 5-8 REACTIONS (lb/size)8=1116/0-3-8, 12=1195/0-3-8 Max Horiz 12=174 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-517/0, 2-4=-1292/60, 4-5=-1276/59, 5-7=-330/74, 7-8=-311/64 BOT CHORD 1-12=0/389, 11-12=-18/1097, 9-11=0/758, 8-9=0/1062 WEBS 2-12=-1142/83, 2-11=-330/172, 4-11=-46/516, 4-9=-44/523, 5-9=-307/172, 5-8=-1130/0 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 15-0-2, Exterior(2R) 15-0-2 to 18-0-2, Interior (1) 18-0-2 to 28-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)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-Haven A Bonus Room I52382578T59Common2118030029-V 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 19:36:49 Page: 1 ID:f3qmP068L?cTntLecLE2VOy9PJT-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x6 =4x8 =3x5 =4x5 =3x5 =3x5 =4x5 =3x5 =3x5 =3x5 =2x4 1 10 9 8 7 11 625 3 1312 4 0-9-10 22-8-1 6-10-5 21-10-8 7-7-13 7-7-13 7-4-5 15-0-2 0-0-1 22-8-1 0-1-12 1-1-12 1-0-0 1-0-0 3-1-9 22-8-0 9-2-6 10-4-2 9-2-6 19-6-70-8-05-6-1310-8-2Scale = 1:73.8 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 0.65 Vert(LL)-0.12 8-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.64 Vert(CT)-0.25 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT)0.02 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 119 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 BRACING TOP CHORD Structural wood sheathing directly applied or5-2-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-11, 4-8 REACTIONS (lb/size)7=861/0-3-8, 11=941/0-3-8 Max Horiz 11=209 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-469/0, 2-4=-899/79, 4-5=-483/100, 5-6=-130/223, 6-7=-201/373 BOT CHORD 1-11=0/350, 9-11=-79/804, 8-9=-31/417, 7-8=-45/129 WEBS 2-11=-788/95, 2-9=-354/170, 4-9=-38/551, 4-8=-299/49, 5-8=0/460, 5-7=-1199/148 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 15-0-2, Exterior(2R) 15-0-2 to 18-0-2, Interior (1) 18-0-2 to 22-6-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382579T60Common3118030029-V 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 19:36:49 Page: 1 ID:7GO9dM7m6JkKP1wq93lH2by9PJS-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 =5x10 =2x4 =3x5 =3x5 =3x8 =5x6 =5x6 =3x5 =4x5 =2x4 1 12 11 10 9 8 7 13 2 63 14 1716 154 5 2-3-5 16-1-13 7-1-0 7-1-0 6-9-8 13-10-8 6-6-3 22-8-0 0-1-12 1-1-12 1-0-0 1-0-0 2-6-13 16-3-9 5-11-4 7-1-0 6-4-7 22-8-0 6-7-12 13-8-120-8-05-6-149-11-0Scale = 1:70.4 Plate Offsets (X, Y):[1:0-1-15,0-0-2], [4:0-3-12,0-2-0], [5:0-3-12,0-2-0], [6:Edge,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL)-0.05 7-8 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.38 Vert(CT)-0.11 9-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT)0.02 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 129 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-11:2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 1-3-7 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-9, 5-8 REACTIONS (lb/size)7=861/0-3-8, 12=941/0-3-8 Max Horiz 12=197 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-226/35, 2-4=-711/50, 4-5=-481/74, 5-6=-603/60, 6-7=-802/2 BOT CHORD 1-12=0/154, 11-12=-44/813, 9-11=-44/813, 8-9=-20/419, 7-8=-39/54 WEBS 2-12=-939/0, 2-11=0/263, 2-9=-428/100, 4-9=-9/167, 5-9=-48/328, 5-8=-245/51, 6-8=0/517 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 to13-10-8, Exterior(2E) 13-10-8 to 16-1-13, Exterior(2R)16-1-13 to 20-4-11, Interior (1) 20-4-11 to 22-6-4 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)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382580T61Hip1118030029-V 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 19:36:49 Page: 1 ID:bSyXqi7OtdsB1BV0jmGWapy9PJR-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 =5x10 =2x4 =3x5 =3x8 =5x6 =5x6 =3x5 =3x5 =2x4 1 11 10 9 8 7 6 12 2 513 17 43141516 6-3-5 18-1-13 6-1-0 6-1-0 5-9-8 11-10-8 4-6-3 22-8-0 0-1-12 1-1-12 1-0-0 1-0-0 4-4-7 22-8-0 4-11-4 6-1-0 5-7-12 11-8-12 6-6-13 18-3-90-8-05-6-148-7-0Scale = 1:64.2 Plate Offsets (X, Y):[1:0-2-3,0-0-2], [3:0-3-12,0-2-0], [4:0-3-12,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL)-0.04 7-8 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.37 Vert(CT)-0.09 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT)0.02 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 120 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-10:2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 1-3-6 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-7 REACTIONS (lb/size)6=861/0-3-8, 11=941/0-3-8 Max Horiz 11=176 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-183/39, 2-3=-810/45, 3-4=-585/65, 4-5=-514/46, 5-6=-829/0 BOT CHORD 1-11=0/121, 10-11=-58/810, 8-10=-58/810, 7-8=-26/381, 6-7=-47/56 WEBS 2-11=-983/0, 2-10=0/196, 2-8=-311/91, 3-8=0/182, 4-8=-35/359, 4-7=-349/66, 5-7=0/592 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 to11-10-8, Exterior(2R) 11-10-8 to 16-1-7, Interior (1)16-1-7 to 18-1-13, Exterior(2E) 18-1-13 to 22-6-4 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)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382581T62Hip1118030029-V 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 19:36:50 Page: 1 ID:bSyXqi7OtdsB1BV0jmGWapy9PJR-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 =3x8 =5x6 =2x4 =3x8 =5x6 =4x8 =3x5 =2x4 1 12 11 10 9 8 7 13 2 14 6 3 515164 5-1-10 15-0-2 5-1-10 20-1-13 5-0-14 5-0-14 4-9-10 9-10-8 2-6-3 22-8-0 0-1-12 1-1-12 1-0-0 1-0-0 2-4-7 22-8-0 5-3-6 15-0-2 5-3-6 20-3-9 8-7-0 9-8-120-8-05-6-147-3-0Scale = 1:58.2 Plate Offsets (X, Y):[1:0-3-9,0-1-8], [3:0-3-12,0-2-0], [5:0-3-12,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL)-0.10 10-12 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.59 Vert(CT)-0.21 10-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT)0.02 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 123 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 -- 1-3-4 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10, 4-8 REACTIONS (lb/size)7=860/0-3-8, 12=941/0-3-8 Max Horiz 12=155 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-435/0, 2-3=-898/35, 3-4=-667/53, 4-5=-262/47, 5-6=-344/50, 6-7=-849/0 BOT CHORD 1-12=0/329, 10-12=-82/780, 9-10=-39/633, 8-9=-39/633, 7-8=-50/56 WEBS 2-12=-880/134, 2-10=-170/104, 3-10=0/256, 4-10=-41/117, 4-9=0/187, 4-8=-622/23, 5-8=-60/78, 6-8=0/672 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 to9-10-8, Exterior(2R) 9-10-8 to 14-1-7, Interior (1) 14-1-7to 20-1-13, Exterior(2E) 20-1-13 to 22-6-4 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)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382582T63Hip1118030029-V 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 19:36:50 Page: 1 ID:3eVv2180ew_2eK3DHUol70y9PJQ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x8 =4x6 =3x5 =MT18HS 10x12 =3x5 =2x4 =3x8 =3x5 =3x5 =3x5 1 9 8 7 6 10 11 12 52133144 0-6-3 22-8-0 7-1-10 15-0-2 7-1-10 22-1-13 7-10-8 7-10-8 0-1-12 1-1-12 1-0-0 1-0-0 6-7-0 7-8-12 7-3-6 15-0-2 7-7-14 22-8-00-8-05-6-145-11-0Scale = 1:55.5 Plate Offsets (X, Y):[1:0-4-13,0-1-8], [2:0-4-0,0-2-8], [4:0-2-8,0-1-13] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL)-0.09 6-7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.50 Vert(CT)-0.17 6-7 >999 180 MT18HS 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT)0.03 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 103 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 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (5-11-9 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-10, 3-8, 3-6 REACTIONS (lb/size)6=861/0-3-8, 10=941/0-3-8 Max Horiz 10=134 (LC 9) Max Uplift 6=-4 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-318/28, 2-3=-755/3, 3-4=-69/57, 4-5=-141/52, 5-6=-197/34 BOT CHORD 1-10=0/208, 8-10=-46/759, 7-8=-44/824, 6-7=-44/824 WEBS 2-10=-793/0, 2-8=0/308, 3-8=-181/82, 3-7=0/325, 3-6=-994/19 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 7-10-8, Exterior(2R) 7-10-8 to 12-1-7, Interior (1) 12-1-7 to 22-1-13, Exterior(2E) 22-1-13 to 22-6-4 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)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 6. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382583T64Hip1118030029-V 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 19:36:50 Page: 1 ID:Xr3HFN9ePE6vGUePrBJ_gEy9PJP-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 =3x5 =3x5 =2x4 6 5 4 1 2 7 30-8-8 1-1-12 1-1-12 2-6-3 3-7-15 0-1-12 1-1-12 1-0-0 1-0-0 2-6-3 3-7-153-1-50-8-00-2-103-1-5Scale = 1:38.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL)0.00 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT)0.00 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S 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 3-7-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)4=78/ Mechanical, 5=192/0-3-8 Max Horiz 5=64 (LC 9) Max Uplift 4=-27 (LC 9) Max Grav 4=94 (LC 19), 5=192 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-21/0, 1-2=-28/33, 2-3=-65/47, 3-4=-63/53 BOT CHORD 5-6=-8/30, 4-5=-107/91 WEBS 2-4=-69/92, 2-5=-145/66 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) interior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 3-6-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 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-Haven A Bonus Room I52382584T65Jack-Closed 2 118030029-V 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 19:36:51 Page: 1 ID:Xr3HFN9ePE6vGUePrBJ_gEy9PJP-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 5 4 3 1 2 1-7-3 0-7-3 1-7-3 1-0-0 1-0-01-8-130-8-01-8-13Scale = 1:29.2 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 0.04 Vert(LL)0.00 4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(CT)0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 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 1-7-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)3=-118/ Mechanical, 4=222/0-3-8 Max Horiz 4=31 (LC 9) Max Uplift 3=-146 (LC 20), 4=-4 (LC 8) Max Grav 3=26 (LC 8), 4=231 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-37/14, 1-2=-29/28, 2-3=-43/38 BOT CHORD 4-5=-32/45, 3-4=-21/19 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 146 lb uplift at joint 3 and 4 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-Haven A Bonus Room I52382585T66Jack-Closed 2 118030029-V 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 19:36:51 Page: 1 ID:?1dfTjAHAYEmueDbOvqDCRy9PJO-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 4-2-0 1-1-12 1-1-12 4-7-4 5-9-0 0-1-12 1-1-12 1-0-0 1-0-0 4-7-4 5-9-04-6-00-8-00-2-100-10-104-6-0Scale = 1:47.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL)0.02 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.19 Vert(CT)-0.03 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: 20 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 5-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=169/ Mechanical, 5=267/0-3-8 Max Horiz 5=98 (LC 9) Max Uplift 4=-25 (LC 12) Max Grav 4=184 (LC 19), 5=267 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-110/52, 1-2=-176/102, 2-3=-118/77, 3-4=-124/104 BOT CHORD 5-6=-85/149, 4-5=-49/57 WEBS 2-5=-243/136 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) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 5-7-4 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)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 25 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-Haven A Bonus Room I52382586T67Jack-Closed 1 118030029-V 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 19:36:51 Page: 1 ID:?1dfTjAHAYEmueDbOvqDCRy9PJO-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 =2x4 =3x8 =6x8 6 5 4 1 2 7 8 3 1-1-12 1-1-12 4-7-4 5-9-0 0-1-12 1-1-12 1-0-0 1-0-0 4-7-4 5-9-04-6-00-8-04-6-0Scale = 1:44.3 Plate Offsets (X, Y):[3:0-1-11,Edge], [6:0-3-0,0-4-8] 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 0.23 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(CT)-0.03 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 23 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-3:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=137/ Mechanical, 4=38/ Mechanical, 5=272/0-3-8 Max Horiz 5=89 (LC 12) Max Uplift 3=-69 (LC 12) Max Grav 3=143 (LC 19), 4=73 (LC 3), 5=272 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-59/0, 1-2=-78/0, 2-3=-226/123 BOT CHORD 5-6=-5/6, 4-5=0/0 WEBS 3-5=-185/197, 2-5=-318/189, 1-5=-11/116 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 5-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members andforces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 lb uplift at joint 3. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382587T68Jack-Open 4 118030029-V 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 19:36:51 Page: 1 ID:?1dfTjAHAYEmueDbOvqDCRy9PJO-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 4 3 1 5 2 4-9-0 4-9-04-6-01-4-04-6-0Scale = 1:28 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)0.03 3-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.20 Vert(CT)-0.05 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.04 2 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R 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 4-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=127/ Mechanical, 3=55/ Mechanical, 4=182/0-3-8 Max Horiz 4=66 (LC 12) Max Uplift 2=-55 (LC 12) Max Grav 2=129 (LC 19), 3=88 (LC 3), 4=182 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-146/18, 1-2=-91/59 BOT CHORD 3-4=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 4-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 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 55 lb uplift at joint 2. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382588T69Jack-Open 4 118030029-V 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 19:36:52 Page: 1 ID:?1dfTjAHAYEmueDbOvqDCRy9PJO-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 =5x6 =4x8 =2x4 =3x8 =2x4 =4x8 =3x6 =3x5 =3x5 =4x8 =3x5 =3x6 =3x5 =5x6 =2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED HGUS26-2 25 30 24 31 32 23 33 34 22 21 20 19 18 17 16 15 14 13 1 12 2 1126273284562978910 3-2-1 3-2-1 3-2-2 42-0-1 5-1-2 23-6-9 5-1-2 33-8-13 5-1-2 18-5-7 5-1-2 13-4-5 5-1-2 28-7-11 5-1-2 38-9-15 5-1-2 8-3-3 3-0-5 3-0-5 3-0-6 42-0-1 4-0-3 26-5-10 4-0-3 22-5-8 4-0-3 30-5-13 4-2-1 34-7-14 4-3-13 38-11-11 5-1-2 13-4-5 5-1-0 18-5-5 5-2-14 8-3-31-4-03-5-6Scale = 1:70.6 Plate Offsets (X, Y):[2:0-3-12,0-2-0], [11:0-3-12,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)-0.02 22-23 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.15 Vert(CT)-0.03 22-23 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT)0.00 20 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 605 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 23-2,23-4,20-4:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 2-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20,18-19,16-18. REACTIONS (lb/size)13=374/0-3-8, 16=905/0-3-8, 20=1665/0-3-8, 25=854/0-3-8 Max Horiz 25=56 (LC 5) Max Uplift 16=-79 (LC 28), 20=-57 (LC 5), 25=-116 (LC 8) Max Grav 13=374 (LC 1), 16=908 (LC 22), 20=1666 (LC 21), 25=854 (LC 1) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=-903/136, 2-3=-1263/149, 3-4=-1262/149, 4-6=-40/665, 6-7=-40/214, 7-8=-34/88, 8-10=-13/296, 10-11=-210/20, 11-12=-369/15, 1-25=-792/111, 12-13=-346/12 BOT CHORD 24-25=-52/88, 23-24=-120/719,22-23=-28/769, 20-22=-28/769,19-20=-662/52, 18-19=-143/72,16-18=-98/25, 15-16=-14/174, 14-15=0/270,13-14=-13/33 WEBS 2-24=-116/39, 2-23=-44/659, 3-23=-386/181, 4-23=-124/576, 4-22=0/282, 4-20=-1675/63, 6-20=-690/70, 6-19=-10/614, 7-19=-341/60, 7-18=-19/117, 8-18=-42/133, 8-16=-419/116, 10-16=-647/37, 10-15=0/199, 11-15=-75/17, 11-14=-11/87, 1-24=-88/700, 12-14=0/251 NOTES 1)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 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are 4x5 MT20 unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 25, 57 lb uplift at joint 20 and 79 lb uplift at joint 16. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Use Simpson Strong-Tie HGUS26-2 (20-10d Girder, 6-10d Truss) or equivalent at 11-3-0 from the left end to connect truss(es) to front face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. 13)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-11=-60, 11-12=-60, 13-25=-20 Concentrated Loads (lb) Vert: 23=-5 (F), 3=-22 (F), 26=-22 (F), 27=-22 (F), 28=-22 (F), 30=-81 (F), 31=-5 (F), 32=-5 (F), 33=-5 (F), 34=-271 (F) Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382589TG1Hip Girder 1 318030029-V 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 19:36:52 Page: 1 ID:1cgwB2B5alJTTnZ3NjEDjly9PAK-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 =4x5 =2x4 LUS26 4 5 3 1 2 3-2-1 3-2-13-5-61-4-03-5-6Scale = 1:29.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL)0.00 3-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(CT)0.00 3-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 34 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=291/ Mechanical, 4=203/0-3-8 Max Horiz 4=70 (LC 5) Max Grav 3=292 (LC 15), 4=203 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-92/5, 1-2=-61/48, 2-3=-90/22 BOT CHORD 3-4=-67/47 WEBS 1-3=-37/52 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Use Simpson Strong-Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Girder) or equivalent at 2-0-12 from the left end to connect truss(es) to front face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-264 (F) Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382590TG2Jack-Closed Girder 1 218030029-V 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 19:36:53 Page: 1 ID:INYJx6FgWh6mDjGxJtSs_wy9PJH-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =6x12 =2x4 =3x5 =5x6 =4x6 =3x8 =2x4 =2x4 =3x8 =3x5 =2x4 =4x8 =3x5 =2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1 14 13 20 12 21 11 22 2310 24 25 9 2 3 15 4 16 5 6 17 7 18 19 8 2-11-12 2-11-12 2-9-4 5-9-0 4-1-0 9-10-0 4-2-12 14-0-12 4-2-12 18-3-8 4-4-8 22-8-0 1-0-0 1-0-0 4-2-12 14-0-12 4-2-12 18-3-8 4-2-12 9-10-0 4-4-8 22-8-0 4-7-4 5-7-40-8-04-6-04-6-0Scale = 1:46.9 Plate Offsets (X, Y):[1:Edge,0-0-10], [1:0-3-1,0-8-13], [3:0-3-12,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL)-0.03 11-12 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.54 Vert(CT)-0.06 11-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(CT)0.02 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 244 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 12-3,12-5,10-5,10-8:2x4 SPF No.2 WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (lb/size)1=1466/0-3-8, 9=1526/0-3-8 Max Horiz 1=100 (LC 7) Max Uplift 1=-233 (LC 8), 9=-226 (LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2192/400, 2-3=-2103/413, 3-4=-2104/404, 4-5=-2103/404, 5-7=-1298/202, 7-8=-1298/202, 8-9=-1436/257 BOT CHORD 1-14=-342/1674, 12-14=-350/1693, 11-12=-362/1980, 10-11=-362/1980, 9-10=-36/36 WEBS 2-14=-75/160, 3-14=-110/532, 3-12=-124/582, 4-12=-420/179, 5-12=-85/182, 5-11=0/249, 5-10=-953/199, 7-10=-429/160, 8-10=-273/1787 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 226 lb uplift at joint 9 and 233 lb uplift at joint 1. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 441 lb down and 165 lb up at 5-9-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 3-8=-60, 1-9=-20 Concentrated Loads (lb) Vert: 6=-67 (F), 14=-404 (F), 12=-18 (F), 4=-77 (F), 11=-18 (F), 5=-77 (F), 15=-77 (F), 16=-77 (F), 17=-67 (F), 18=-67 (F), 19=-75 (F), 20=-18 (F), 21=-18 (F), 22=-35 (F), 23=-35 (F), 24=-35 (F), 25=-38 (F) Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382591TG3Half Hip Girder 1 218030029-V 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 19:36:53 Page: 1 ID:b??NzKYjs38M6P5ZjvuUz_y9PIv-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 5.6612 =5x6 =4x6 =3x8 =2x4 =3x5 =2x4 NAILED NAILED NAILED NAILED 7 6 8 5 9 4 1 2 3 4-0-1 4-0-1 4-0-1 8-0-1 0-1-12 1-6-0 1-4-4 1-4-4 3-1-11 4-7-10 3-4-7 8-0-14-5-50-8-04-5-5Scale = 1:42.9 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 0.29 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.31 Vert(CT)-0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 36 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 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=283/ Mechanical, 6=259/0-4-15 Max Horiz 6=104 (LC 7) Max Uplift 4=-111 (LC 8), 6=-250 (LC 8) Max Grav 4=283 (LC 1), 6=305 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-7=-9/77, 1-2=-21/280, 2-3=-85/31, 3-4=-89/21 BOT CHORD 6-7=-4/3, 5-6=-149/234, 4-5=-184/289 WEBS 1-6=-210/30, 2-6=-502/39, 2-5=-116/179, 2-4=-322/221 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 111 lb uplift at joint 4 and 250 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=174 (F=87, B=87), 9=-99 (F=-50, B=-50) Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382592TG4Diagonal Hip Girder 1 118030029-V 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 19:36:53 Page: 1 ID:INYJx6FgWh6mDjGxJtSs_wy9PJH-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. 412 =3x5 12 11 10 9 8 7 1 2 3 4 5 6 8-8-0 8-8-03-6-110-8-03-6-11Scale = 1:24.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.37 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 56 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)7=-40/7-8-0, 8=198/7-8-0, 9=180/7-8-0, 10=-295/7-8-0, 11=627/7-8-0 Max Horiz 11=85 (LC 9) Max Uplift 7=-58 (LC 20), 10=-295 (LC 1) Max Grav 7=-12 (LC 14), 8=198 (LC 1), 9=180 (LC 1), 10=-55 (LC 8), 11=627 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-12=-27/27, 1-2=-138/97, 2-3=-96/48, 3-4=-68/68, 4-5=-44/57, 5-6=-26/43, 6-7=-10/43 BOT CHORD 11-12=-90/164, 10-11=-54/42, 9-10=-54/42, 8-9=-54/42, 7-8=-54/42 WEBS 5-8=-125/42, 4-9=-113/71, 3-10=0/122, 2-11=-361/146 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-1-12 to 3-4-0, Exterior(2N) 3-4-0 to 8-6-4 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 7 and 295 lb uplift at joint 10. 8)N/A 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382593TGE1Monopitch Supported Gable 1 118030029-V 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 19:36:54 Page: 1 ID:?1dfTjAHAYEmueDbOvqDCRy9PJO-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 =6x8 =MT18HS 10x12=3x10 =3x10 =3x5 =2x4 =2x4 =3x6 =4x5 10 9 8 7 1 2 3 114 5 6 1-0-0 -1-0-0 4-8-8 4-8-8 4-8-810-7-127-6-110-7-12Scale = 1:69.8 Plate Offsets (X, Y):[2:0-4-0,0-2-12], [7: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 0.46 Vert(LL)n/a -n/a 999 MT18HS 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.26 Vert(CT)n/a -n/a 999 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT)0.00 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 137 lb FT = 20% LUMBER TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x6 SP 2400F 2.0E *Except* 6-7:2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-8, 4-9, 3-10 REACTIONS (lb/size)7=46/4-5-0, 8=99/4-5-0, 9=88/4-5-0, 10=184/4-5-0 Max Horiz 10=245 (LC 9) Max Uplift 7=-121 (LC 11), 8=-106 (LC 8), 9=-771 (LC 9), 10=-515 (LC 10) Max Grav 7=118 (LC 8), 8=217 (LC 11), 9=714 (LC 10), 10=751 (LC 11) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 2-10=-1239/1611, 1-2=0/41, 2-3=-582/784, 3-4=-770/610, 4-5=-203/196, 5-6=-72/100, 6-7=-58/54 BOT CHORD 9-10=-126/159, 8-9=-126/159, 7-8=-126/159 WEBS 5-8=-227/248, 4-9=-776/1005, 3-10=-2659/2005 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 8-3-2 to 11-3-10, Exterior(2N) 11-3-10 to 13-9-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)All plates are MT20 plates unless otherwise indicated. 4)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 515 lb uplift at joint 10, 121 lb uplift at joint 7, 106 lb uplift at joint 8 and 771 lb uplift at joint 9. 8)N/A 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382594TGE2Monopitch Supported Gable 1 118030029-V 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 19:36:54 Page: 1 ID:TDB1g3BvwrMdVoooycLSlfy9PJN-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =3x5 =4x5 =3x5 35 34 33 32 3130 29 28 27 26 25 24 23 22 21 20 19 18 171 162 153 144 135 126 117 108 9 10-10-12 10-10-12 10-10-12 21-9-9 1-0-0 1-0-0 20-9-9 21-9-90-8-07-11-3Scale = 1:55.2 Plate Offsets (X, Y):[17:Edge,0-3-8], [30:0-1-13,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horiz(TL)0.00 19 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 247 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*26-9,27-8,28-7,25-10,24-11:2x4 SPF No.2 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 oc bracing. REACTIONS (lb/size)19=173/19-9-9, 20=75/19-9-9, 21=114/19-9-9, 22=105/19-9-9, 23=106/19-9-9, 24=106/19-9-9, 25=114/19-9-9, 26=134/19-9-9, 27=114/19-9-9, 28=106/19-9-9, 29=106/19-9-9, 31=105/19-9-9, 32=114/19-9-9, 33=75/19-9-9, 34=173/19-9-9 Max Horiz 34=-124 (LC 8) Max Uplift 19=-58 (LC 9), 20=-87 (LC 8), 21=-4 (LC 12), 22=-19 (LC 13), 23=-14 (LC 13), 24=-22 (LC 13), 27=-1 (LC 12), 28=-22 (LC 12), 29=-14 (LC 12), 31=-20 (LC 12), 32=-5 (LC 13), 33=-96 (LC 9), 34=-70 (LC 8) Max Grav 19=212 (LC 19), 20=143 (LC 20), 21=117 (LC 26), 22=109 (LC 20), 23=106 (LC 26), 24=107 (LC 26), 25=114 (LC 1), 26=168 (LC 22), 27=114 (LC 1), 28=107 (LC 25), 29=106 (LC 25), 31=109 (LC 19), 32=117 (LC 25), 33=151 (LC 10), 34=221 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-35=-18/18, 1-2=-58/97, 2-3=-72/98, 3-4=-41/87, 4-5=-44/93, 5-6=-61/108, 6-7=-78/122, 7-8=-98/145, 8-9=-109/162, 9-10=-109/162, 10-11=-98/145, 11-12=-78/119, 12-13=-61/104, 13-14=-44/90, 14-15=-34/85, 15-16=-63/92, 16-17=-52/93, 17-18=-16/17 BOT CHORD 34-35=-80/65, 33-34=-75/60, 32-33=-75/60, 31-32=-75/60, 29-31=-75/60, 28-29=-75/60, 27-28=-75/60, 26-27=-75/60, 25-26=-75/60, 24-25=-75/60, 23-24=-75/60, 22-23=-75/60, 21-22=-75/60, 20-21=-75/60, 19-20=-75/60, 18-19=-75/60 WEBS 9-26=-142/70, 8-27=-87/17, 7-28=-80/39, 6-29=-79/31, 5-31=-80/33, 4-32=-83/32, 3-33=-97/60, 2-34=-118/51, 10-25=-87/16, 11-24=-80/39, 12-23=-79/31, 13-22=-80/33, 14-21=-83/32, 15-20=-94/58, 16-19=-118/50 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 2-10-12, Exterior(2N) 2-10-12 to 10-10-12, Corner(3R) 10-10-12 to 13-10-12, Exterior(2N) 13-10-12 to 21-7-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 1 lb uplift at joint 27, 22 lb uplift at joint 28, 14 lb uplift at joint 29, 20 lb uplift at joint 31, 5 lb uplift at joint 32, 96 lb uplift at joint 33, 70 lb uplift at joint 34, 22 lb uplift at joint 24, 14 lb uplift at joint 23, 19 lb uplift at joint 22, 4 lb uplift at joint21, 87 lb uplift at joint 20 and 58 lb uplift at joint 19. 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-Haven A Bonus Room I52382595TGE3Common Supported Gable 1 118030029-V 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 19:36:54 Page: 1 ID:yQlQtPBXh9UU7yN_WKshHsy9PJM-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =3x5 =4x5 29 28 2726 25 24 23 22 21 20 19 18 17 16 15 1 142 13330 124 115 106 97 8 8-4-2 17-8-0 9-3-14 9-3-14 0-3-8 17-8-0 1-0-9 1-0-9 16-3-15 17-4-80-8-01-3-146-10-10Scale = 1:48.4 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 0.06 Vert(LL)0.00 27-28 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(CT)0.00 27-28 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.00 16 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 186 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* 21-8,22-7,20-9:2x4SPF No.2 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 oc bracing. REACTIONS (lb/size)16=196/16-1-0, 17=65/16-1-0, 18=116/16-1-0, 19=103/16-1-0, 20=114/16-1-0, 21=124/16-1-0, 22=114/16-1-0, 23=105/16-1-0, 24=106/16-1-0, 25=112/16-1-0, 27=86/16-1-0, 28=150/0-2-5 Max Horiz 28=113 (LC 9) Max Uplift 16=-21 (LC 12), 17=-41 (LC 8), 18=-10 (LC 13), 19=-22 (LC 13), 20=-4 (LC 13), 22=-7 (LC 12), 23=-18 (LC 12), 24=-20 (LC 12), 25=-5 (LC 13), 27=-106 (LC 9), 28=-95 (LC 8) Max Grav 16=201 (LC 26), 17=96 (LC 20), 18=117 (LC 26), 19=105 (LC 20), 20=115 (LC 26), 21=157 (LC 22), 22=115 (LC 19), 23=106 (LC 25), 24=110 (LC 19), 25=114 (LC 25), 27=169 (LC 19), 28=217 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-29=-24/25, 1-2=-75/98, 2-3=-97/114, 3-4=-64/87, 4-5=-61/93, 5-6=-58/111, 6-7=-77/144, 7-8=-91/165, 8-9=-91/165,9-10=-77/144, 10-11=-58/111, 11-12=-40/82,12-13=-28/55, 13-14=-11/65, 14-15=-10/14 BOT CHORD 28-29=-92/81, 27-28=-45/28, 25-27=-45/28, 24-25=-45/28, 23-24=-45/28, 22-23=-45/28, 21-22=-45/28, 20-21=-45/28, 19-20=-45/28, 18-19=-45/28, 17-18=-45/28, 16-17=-45/28, 15-16=-45/28 WEBS 8-21=-143/52, 7-22=-88/23, 6-23=-79/43, 5-24=-81/37, 4-25=-82/38, 3-27=-106/64, 2-28=-114/58, 9-20=-87/22, 10-19=-79/43, 11-18=-84/37, 12-17=-74/42, 13-16=-126/57 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-1-12 to 3-1-12, Exterior(2N) 3-1-12 to 9-3-14, Corner(3R) 9-3-14 to 12-3-14, Exterior (2N) 12-3-14 to 17-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C formembers and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)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 at joint(s) 28. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 22, 18 lb uplift at joint 23, 20 lb uplift at joint 24, 5 lb uplift at joint 25, 106 lb uplift at joint 27, 95 lb uplift at joint 28, 4 lb uplift at joint 20, 22 lb uplift at joint 19, 10 lb uplift at joint 18, 41 lb uplift at joint 17 and 21 lb uplift at joint 16. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382596TGE4Common Supported Gable 1 118030029-V 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 19:36:55 Page: 1 ID:QcJo5lC9STcLl6yA41Nwq4y9PJL-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 =2x4 =3x5 =2x4 1 6 5 2 3 4 4-2-1 4-2-13-5-60-8-03-5-6Scale = 1:27.5 Plate Offsets (X, Y):[1:0-1-8,0-0-7] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL)0.00 5-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.25 Vert(CT)0.00 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 30 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 2-4-2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-2-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)5=-224/3-2-1, 6=546/3-2-1 Max Horiz 6=73 (LC 9) Max Uplift 5=-252 (LC 20) Max Grav 5=-15 (LC 8), 6=546 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-95/115, 3-4=-77/33, 4-5=0/104 BOT CHORD 1-6=-98/121, 5-6=-59/34 WEBS 3-6=-310/91 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 2-10-1, Interior (1) 2-10-1 to 4-0-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 studs spaced at 1-4-0 oc. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 252 lb uplift at joint 5. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Haven A Bonus Room I52382597TSGE1Monopitch Structural Gable 1 118030029-V 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 19:36:55 Page: 1 ID:QcJo5lC9STcLl6yA41Nwq4y9PJL-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 =3x5 =8x10 =10x12 =3x10 =3x10 =6x8 =3x8 =3x8 =3x5 =4x5 =3x8 =3x5 =4x5 =3x5 =6x8 1 31 30 29 28 27 26 25 24 2322 20 21 19 37 32 2 3836 3 39 4 33 5 186 35 34 7 178 9 10 1641401511 1412 13 5-4-1 10-11-11 5-7-9 5-7-9 5-4-1 16-3-12 7-6-2 23-9-15 7-9-10 31-7-9 1-0-0 1-0-0 3-9-8 16-3-12 5-8-4 12-6-4 5-10-0 6-10-0 7-0-13 31-7-9 8-3-0 24-6-120-8-01-4-011-6-8Scale = 1:75 Plate Offsets (X, Y):[1:0-3-1,0-0-3], [5:0-5-0,0-2-8], [9:0-3-0,0-1-8], [19:Edge,0-1-12], [29:0-6-0,0-3-0] 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 0.71 Vert(LL)-0.08 21-22 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.41 Vert(CT)-0.16 21-22 >927 180 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT)0.00 20 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 372 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 29-5,20-19:2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 32-12,33-11,25-34,26-9,37-14,38-15,39-16:2 x4 SPF No.2 SLIDER Left 2x4 SPF Stud -- 3-3-14 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, Except: 10-0-0 oc bracing: 21-22,20-21. WEBS 1 Row at midpt 13-22, 12-32 JOINTS 1 Brace at Jt(s): 32, 33, 34, 35, 36, 38 REACTIONS (lb/size)20=319/7-2-9, 21=711/7-2-9, 25=268/11-8-0, 26=235/11-8-0, 27=169/11-8-0, 28=66/11-8-0, 29=272/11-8-0, 30=75/11-8-0, 31=403/11-8-0 Max Horiz 31=187 (LC 9) Max Uplift 20=-4 (LC 13), 25=-50 (LC 12), 28=-32 (LC 12), 30=-15 (LC 8), 31=-36 (LC 12) Max Grav 20=322 (LC 26), 21=711 (LC 1), 25=289 (LC 25), 26=235 (LC 1), 27=169 (LC 1), 28=76 (LC 19), 29=272 (LC 1), 30=97 (LC 21), 31=404 (LC 25) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-3=-16/314, 3-5=0/197, 5-6=0/214, 6-7=0/202, 7-8=0/205, 8-9=-11/204, 9-10=-216/85, 10-11=-223/100, 11-12=-205/112, 12-13=-177/110, 13-14=-165/100, 14-15=-189/96, 15-16=-189/72, 16-17=-315/66, 17-19=-238/50, 19-20=-265/37 BOT CHORD 1-31=-188/40, 30-31=-281/114, 29-30=-283/114, 28-29=-134/111, 27-28=-134/111, 26-27=-134/111, 25-26=-138/109, 24-25=-138/109, 22-24=-138/109, 21-22=0/169, 20-21=-38/154 WEBS 5-29=-4/129, 29-36=-283/3, 35-36=-252/3, 9-35=-299/3, 9-34=0/306, 33-34=0/356, 32-33=0/336, 22-32=0/344, 13-22=-95/48, 22-37=-79/137, 37-38=-92/144, 38-39=-46/123, 17-39=-51/126, 17-21=-539/57, 19-21=-90/77, 12-32=-20/33, 11-33=-73/26, 24-33=-67/17, 10-34=-123/48, 25-34=-185/44, 9-26=-235/0, 8-35=-86/23, 27-35=-135/2, 7-36=-79/34, 28-36=-56/48, 6-29=-101/28, 5-30=-123/6, 3-31=-288/87, 14-37=-11/22, 15-38=-79/33, 16-39=-4/12 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 3-1-15, Interior (1) 3-1-15 to 16-3-12, Exterior(2R) 16-3-12 to 19-5-12, Interior (1) 19-5-12 to 31-5-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 20, 50 lb uplift at joint 25, 32 lb uplift at joint 28, 15 lb uplift at joint 30 and 36 lb uplift at joint 31. 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-Haven A Bonus Room I52382598TSGE2Common Structural Gable 1 118030029-V 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 19:36:55 Page: 1 ID:M?RYWREP_4s2_P6ZBSQOvVy9PJJ-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 Sheet Front1 Ply 7/16" 4x8 OSB =3x5 =8x10 =3x5 =3x5 =3x5 =3x6 =3x5 =3x6 =3x6 =3x5 =4x5 =3x8 =3x5 =4x5 =3x6 =5x6 =3x5 1 2524 23 22 21 2019 18 17 16 26 15 30 27 31 2 3 28 32 4 1429 5 6 137 128 3433 119 10 7-1-15 29-0-8 6-10-7 21-10-9 7-7-13 7-7-13 7-4-5 15-0-2 1-0-0 1-0-0 2-5-14 15-0-2 5-8-4 12-6-4 5-10-0 6-10-0 6-10-7 21-10-9 7-1-15 29-0-810-8-20-8-01-3-140-3-80-3-810-4-1010-8-2Scale = 1:68.1 Plate Offsets (X, Y):[1:0-1-10,0-0-14], [1:1-9-4,0-1-8], [15:Edge,0-1-12], [26:2-2-4,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL)-0.06 16-17 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.42 Vert(CT)-0.11 16-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT)0.01 16 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 307 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 16-15:2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 27-9,31-11:2x4 SPFNo.2 SLIDER Left 2x4 SPF Stud -- 4-5-8 BRACING TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 ocbracing, Except:10-0-0 oc bracing: 17-18,16-17. JOINTS 1 Brace at Jt(s): 27, 28, 31, 32 REACTIONS (lb/size)16=780/0-3-8, 20=64/0-3-8, 21=209/11-8-0, 22=178/11-8-0, 23=692/11-8-0, 24=137/11-8-0, 26=252/11-8-0 Max Horiz 26=174 (LC 9) Max Uplift 21=-62 (LC 12), 24=-35 (LC 12), 26=-23 (LC 12) Max Grav 16=780 (LC 1), 20=64 (LC 1), 21=248 (LC 25), 22=178 (LC 1), 23=692 (LC 1), 24=138 (LC 19), 26=268 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-24/225, 2-4=0/183, 4-5=0/190, 5-6=-18/138, 6-7=-376/42, 7-8=-404/60, 8-9=-430/83, 9-10=-377/96, 10-11=-367/83, 11-12=-398/62, 12-13=-494/49, 13-15=-910/8, 15-16=-717/16 BOT CHORD 1-26=-139/40, 24-26=-223/113, 23-24=-223/112, 22-23=-161/123, 21-22=-161/123, 20-21=-161/123, 18-20=-161/123, 17-18=0/670, 16-17=-25/150 WEBS 23-30=-657/0, 6-30=-494/0, 6-29=0/445, 28-29=0/446, 27-28=0/463, 18-27=0/451, 10-18=-42/232, 18-31=-503/104, 31-32=-468/90, 13-32=-462/89, 13-17=0/246, 15-17=0/526, 9-27=-49/20, 8-28=-174/69, 21-28=-226/86, 7-29=-135/21, 22-29=-129/11, 5-30=-165/8, 4-24=-108/47, 2-26=-186/69, 11-31=-55/22, 12-32=-11/2 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 3-0-2, Interior (1) 3-0-2 to 15-0-2, Exterior(2R) 15-0-2 to 18-0-2, Interior (1) 18-0-2 to 28-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 21, 35 lb uplift at joint 24 and 23 lb uplift at joint 26. 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-Haven A Bonus Room I52382599TSGE3Common Structural Gable 1 118030029-V 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 19:36:56 Page: 1 ID:INYJx6FgWh6mDjGxJtSs_wy9PJH-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths