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HomeMy WebLinkAboutCC Lot 75 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: I52382732 thru I52382789 My license renewal date for the state of Indiana is July 31, 2022. 18030029-S EPCON RT MASTERS-Bedford 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. 812 =2x4 =3x5 =3x5 =3x5 =4x5 =3x8 =3x5 =3x5 =3x5 =3x5 =4x5 =5x8 =3x5 13 12 11 10 9 7 8 1 6 5 2 4 1817141516 3 5-2-14 5-2-14 5-9-0 29-7-8 5-5-11 23-10-8 5-5-9 18-4-13 7-8-6 12-11-4 0-1-12 28-7-8 0-1-12 3-6-12 1-0-0 29-7-8 3-5-0 3-5-0 5-5-9 18-4-13 9-4-8 12-11-4 10-0-15 28-5-123-2-00-8-011-9-8Scale = 1:78.9 Plate Offsets (X, Y):[7:0-1-15,0-0-10] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL)-0.21 8-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.79 Vert(CT)-0.41 8-9 >727 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT)0.03 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 149 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 13-1,12-1:2x4 SPF Stud SLIDER Right 2x4 SPF Stud -- 1-3-5 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 4-11 REACTIONS (lb/size)8=1119/0-3-8, 12=1353/0-3-8 Max Horiz 12=-207 (LC 8) Max Uplift 8=-152 (LC 13), 12=-189 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-54/183, 2-3=-815/327, 3-4=-797/357, 4-6=-1123/312, 6-7=-626/0, 1-13=-60/0 BOT CHORD 12-13=-29/28, 11-12=-167/322, 9-11=-145/860, 8-9=-146/980, 7-8=0/484 WEBS 2-12=-1165/332, 2-11=-159/413, 3-11=-9/423, 4-11=-525/175, 4-9=0/357, 6-9=-214/90, 6-8=-1001/417, 1-12=-85/90 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) 2-10-12 to 5-10-12, Interior (1) 5-10-12 to 15-8-4, Exterior(2R) 15-8-4 to 18-8-4, Interior (1) 18-8-4 to 32-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 3x5 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 189 lb uplift at joint 12 and 152 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)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 57 lb down and 135 lb up at 13-5-0, and 46 lb down and 128 lb up at 19-2-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 3-7=-60, 7-13=-20 Concentrated Loads (lb) Vert: 3=-49, 15=23, 16=-49, 18=-38 Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382732T1Common1118030029-S 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 19:44:29 Page: 1 ID:ipAhjZgHHAVczO88f2Pa0EyAKug-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 =3x5 =4x5 =3x8 =3x5 =3x5 =3x5 =3x5 =4x5 =5x8 =3x5 13 12 11 10 9 7 8 1 6 5 2 4 1514 3 5-2-14 5-2-14 5-5-11 23-10-8 5-5-9 18-4-13 5-9-0 29-7-8 7-8-6 12-11-4 0-1-12 3-6-12 0-1-12 28-7-8 1-0-0 29-7-8 3-5-0 3-5-0 5-5-9 18-4-13 9-4-8 12-11-4 10-0-15 28-5-123-2-00-8-011-9-8Scale = 1:78.9 Plate Offsets (X, Y):[7:0-1-15,0-0-10] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL)-0.21 8-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.82 Vert(CT)-0.42 8-9 >723 180 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT)0.03 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 149 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 13-1,12-1:2x4 SPF Stud SLIDER Right 2x4 SPF Stud -- 1-3-5 BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 4-11 REACTIONS (lb/size)8=1066/0-3-8, 12=1292/0-3-8 Max Horiz 12=-207 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-55/182, 2-3=-754/82, 3-4=-707/73, 4-6=-1039/18, 6-7=-641/0, 1-13=-60/0 BOT CHORD 12-13=-30/24, 11-12=-89/328, 9-11=0/786, 8-9=0/922, 7-8=0/494 WEBS 2-12=-1105/62, 2-11=0/380, 3-11=-21/395, 4-11=-500/92, 4-9=0/333, 6-9=-186/110, 6-8=-930/166, 1-12=-77/93 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) 2-10-12 to 5-10-12, Interior (1) 5-10-12 to 15-8-4, Exterior(2R) 15-8-4 to 18-8-4, Interior (1) 18-8-4 to 32-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 3x5 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382733T2Common7118030029-S 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 19:44:31 Page: 1 ID:iYeG9lTcHyM1QnLt9zcbqeyAKux-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 =3x6 =3x8 =3x6 =3x5 =3x5 =4x5 =8x10 =2x4 =2x4 =3x5 =4x8 =4x8 =3x5 15 14 10 9 7 8 13 12 11 1 2 6 3 16 17 5 4 0-11-4 12-6-5 2-1-13 2-1-13 4-9-8 6-11-5 4-7-12 11-7-0 5-7-4 18-1-9 6-0-8 24-2-1 0-1-12 23-2-1 1-0-0 24-2-1 2-3-9 2-3-9 2-1-11 14-6-4 4-7-12 6-11-5 5-5-4 12-4-9 8-6-1 23-0-51-4-00-8-01-0-09-0-11Scale = 1:69.9 Plate Offsets (X, Y):[7:0-1-15,0-0-10], [11:0-4-8,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL)-0.09 8-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.76 Vert(CT)-0.18 8-9 >573 180 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT)0.06 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 127 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-2:2x4 SPF Stud WEBS 2x4 SPF Stud *Except* 11-3,11-4,11-6,9-6,8-6:2x4 SPF No.2 SLIDER Right 2x4 SPF Stud -- 1-3-6 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)8=200/0-3-8, 9=1285/0-3-8, 15=437/0-3-8 Max Horiz 15=-148 (LC 8) Max Uplift 8=-38 (LC 13) Max Grav 8=297 (LC 26), 9=1285 (LC 1), 15=438 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-424/0, 2-3=-417/22, 3-4=-66/171, 4-5=-61/151, 5-6=-66/197, 6-7=-355/43, 1-15=-459/0 BOT CHORD 14-15=-124/144, 13-14=-111/23, 2-13=-78/42, 12-13=-56/604, 11-12=0/316, 10-11=-96/0, 5-11=-277/96, 9-10=-84/0,8-9=-154/58, 7-8=0/264 WEBS 2-12=-301/89, 3-12=0/295, 3-11=-465/69, 4-11=-234/63, 9-11=-754/126, 6-11=-9/736, 6-9=-1005/50, 6-8=0/446, 1-14=0/345 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 11-7-0, Exterior(2R) 11-7-0 to 14-7-0, Interior (1) 14-7-0 to 24-2-1 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)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 38 lb uplift at joint 8. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382734T3Roof Special 6 118030029-S 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 19:44:32 Page: 1 ID:?uavd8Y?e5F1mrND3xEEc7yAKuq-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 =3x5 =4x5 =3x8 =3x5 =3x5 =3x5 =3x5 =4x5 =4x8 =3x5 13 12 11 10 9 7 8 1 6 5 2 4 1514 3 4-2-14 4-2-14 5-5-9 22-10-7 5-5-9 17-4-13 5-9-1 28-7-8 7-8-6 11-11-4 0-1-12 27-5-12 1-1-12 28-7-8 4-2-14 4-2-14 7-7-1 27-4-0 7-8-6 11-11-4 7-9-11 19-8-153-10-00-8-011-9-8Scale = 1:78.9 Plate Offsets (X, Y):[7:0-1-15,0-0-10] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL)-0.07 11-12 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.52 Vert(CT)-0.15 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT)0.03 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 146 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-6,13-1:2x4 SPF Stud SLIDER Right 2x4 SPF Stud -- 1-3-5 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-11, 4-11 REACTIONS (lb/size)8=1179/0-3-8, 13=1099/ Mechanical Max Horiz 13=-212 (LC 8) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=-809/15, 2-3=-940/70, 3-4=-893/75, 4-6=-1282/19, 6-7=-355/0, 1-13=-1074/0 BOT CHORD 12-13=-166/194, 11-12=0/703, 9-11=0/916,8-9=0/1063, 7-8=0/261 WEBS 2-12=-452/62, 2-11=-85/114, 3-11=-8/549, 4-11=-460/112, 4-9=0/319, 6-9=-140/117, 6-8=-1251/57, 1-12=0/878 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) 3-10-12 to 6-10-12, Interior (1)6-10-12 to 15-8-4, Exterior(2R) 15-8-4 to 18-8-4, Interior (1) 18-8-4 to 32-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 3x5 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382735T4Common1118030029-S 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 19:44:32 Page: 1 ID:tgpQSVbWiKlTFTg_InIAnzyAKum-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =2x4 =12x16 =3x5 =5x6 =3x5 =4x8 =5x8 =4x6 =2x4 =4x8 =3x5 =4x5 =5x8 =3x5 13 12 11 10 9 81514 1 2 7 6 3 5 16 17 4 0-4-15 0-10-3 0-10-3 5-5-11 6-3-13 5-5-11 22-10-8 5-5-9 17-4-13 5-7-7 11-11-4 5-9-0 28-7-8 0-1-12 27-7-8 0-8-7 0-8-7 1-0-0 28-7-8 5-5-9 17-4-13 10-0-15 27-5-12 11-2-13 11-11-411-9-82-10-00-8-02-10-01-0-010-9-81-0-0Scale = 1:78.9 Plate Offsets (X, Y):[8:0-1-15,0-0-10], [15:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL)-0.38 12-13 >872 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.87 Vert(CT)-0.76 12-13 >433 180 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT)0.03 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 166 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-13:2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 15-1,15-2:2x4 SPF Stud SLIDER Right 2x4 SPF Stud -- 1-3-5 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 3-12 REACTIONS (lb/size)9=1179/0-3-8, 15=1099/ Mechanical Max Horiz 15=-202 (LC 8) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=-57/42, 2-3=-400/93, 3-4=-907/78, 4-5=-1219/129, 5-7=-1215/15, 7-8=-668/0, 1-15=-68/58 BOT CHORD 14-15=-126/289, 13-14=0/207, 2-14=0/532, 12-13=0/264, 10-12=0/666, 9-10=0/1050, 8-9=0/516 WEBS 12-14=-39/547, 3-14=-725/0, 3-12=-152/145,4-12=-5/307, 4-10=-132/642, 5-10=-351/139,7-10=-165/110, 7-9=-1078/173, 2-15=-966/28 NOTES 1)Unbalanced roof live loads have been considered forthis design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 11-11-4, Exterior(2R) 11-11-4 to 14-11-4, Interior (1) 14-11-4 to 28-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s) for truss to truss connections. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382736T5Roof Special 5 118030029-S 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 19:44:32 Page: 1 ID:LsNogrc8SetKsdFAsUpPJAyAKul-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 =3x6 =4x6 =6x8 =2x4 =2x4 =4x8 =5x8 =3x5 =3x5 =3x5 =3x5 =4x5 =4x6 =3x5 17 16 13 12 11 10 9 81514 1 7 6 2 53 1918 4 3-2-8 6-8-11 3-6-3 3-6-3 5-2-9 11-11-4 5-5-9 22-10-7 5-5-9 17-4-13 5-9-1 28-7-8 0-1-12 27-5-12 1-1-12 28-7-8 2-8-4 14-7-8 2-11-0 6-6-15 3-7-15 3-7-15 5-4-5 11-11-4 5-10-10 20-6-2 6-9-14 27-4-03-10-00-8-01-0-011-9-8Scale = 1:79.3 Plate Offsets (X, Y):[8:0-1-15,0-0-6], [14:0-2-12,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL)-0.12 10-12 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.53 Vert(CT)-0.27 10-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT)0.12 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 169 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-2:2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 10-7,17-1,16-1:2x4SPF Stud SLIDER Right 2x4 SPF Stud -- 1-3-5 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 ocbracing, Except:6-0-0 oc bracing: 15-16,12-13. WEBS 1 Row at midpt 5-12 REACTIONS (lb/size)9=1179/0-3-8, 17=1099/ Mechanical Max Horiz 17=-212 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-759/17, 2-3=-1012/18, 3-4=-1057/102,4-5=-894/76, 5-7=-1309/26, 7-8=-259/9,1-17=-1112/0 BOT CHORD 16-17=-164/195, 15-16=-533/6, 2-15=-553/14, 14-15=-9/712, 13-14=0/68, 3-14=-285/116, 12-13=-3/3, 10-12=0/913, 9-10=0/1069, 8-9=0/183 WEBS 2-14=0/278, 12-14=0/675, 4-14=-117/395,4-12=-45/446, 5-12=-456/118, 5-10=-5/331,7-10=-132/121, 7-9=-1305/17, 1-16=0/839 NOTES 1)Unbalanced roof live loads have been considered forthis design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 3-10-12 to 6-10-12, Interior (1) 6-10-12 to 15-8-4, Exterior(2R) 15-8-4 to 18-8-4, Interior (1) 18-8-4 to 32-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s) for truss to truss connections. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382737T6Roof Special 1 118030029-S 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 19:44:33 Page: 1 ID:q2xBtBdmDx?BUmqNQCLesOyAKuk-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =3x8 =4x5 =2x4 =6x8 =3x5 =6x8 =2x4 =4x8 =5x8 =3x5 =3x5 =3x5 =3x5 =4x5 =4x6 =3x5 13 12 11 10 9 81514 17 16 1 7 6 2 53 18 19 4 2-11-0 6-8-11 3-9-11 3-9-11 5-2-9 11-11-4 5-5-9 22-10-7 5-5-9 17-4-13 5-9-1 28-7-8 0-1-12 27-7-8 1-0-0 28-7-8 2-11-0 6-6-15 3-7-15 3-7-15 5-4-5 11-11-4 6-11-10 27-5-12 8-6-14 20-6-211-9-81-4-00-8-01-4-01-0-01-6-09-3-81-0-01-0-01-6-02-6-0Scale = 1:78.9 Plate Offsets (X, Y):[8:0-1-15,0-0-6], [14:0-2-12,0-2-12], [16:0-5-8,0-4-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL)-0.12 10-12 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.53 Vert(CT)-0.26 10-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT)0.04 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 167 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-15:2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 14-16,10-7,17-1,17-2:2x4 SPF Stud SLIDER Right 2x4 SPF Stud -- 1-3-5 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. WEBS 1 Row at midpt 5-12 REACTIONS (lb/size)9=1179/0-3-8, 17=1099/ Mechanical Max Horiz 17=-187 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250(lb) or less except when shown. TOP CHORD 2-3=-1278/11, 3-18=-1054/87, 4-18=-963/107, 4-19=-795/78, 5-19=-894/58, 5-6=-1143/45, 6-7=-1309/12, 7-8=-259/9 BOT CHORD 16-17=0/1056, 3-14=-575/125, 11-12=0/913, 10-11=0/913, 9-10=0/1069 WEBS 14-16=0/885, 3-16=-21/520, 12-14=0/643, 4-14=-113/359, 4-12=-39/451, 5-12=-456/116, 5-10=-2/331, 7-9=-1305/22, 2-17=-1334/0 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 11-11-4, Exterior(2R) 11-11-4 to 14-11-4, Interior (1) 14-11-4 to 28-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s) for truss to truss connections. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382738T7Roof Special 2 118030029-S Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 E Jan 6 2022 Print: 8.530 E Jan 6 2022 MiTek Industries, Inc. Tue Jun 07 13:56:29 Page: 1 ID:IFVZ5XeO_F726wPZzvstPbyAKuj-sBo9KXUnKozjYrWhreGAoWMkhsCk18De0s5uRmz8pnY June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =5x8 =4x5 =5x8 =3x5 1 5 4 3 76 2 6-1-7 6-1-7 6-1-7 12-2-15 0-1-12 11-2-15 0-1-12 1-1-12 1-0-0 1-0-0 1-0-0 12-2-15 9-11-7 11-1-30-8-04-9-0Scale = 1:44.3 Plate Offsets (X, Y):[1:0-1-15,0-0-2], [3:0-1-15,0-0-2] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL)-0.17 4-5 >728 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.63 Vert(CT)-0.33 4-5 >372 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 49 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud -- 1-3-6, Right 2x4 SPFStud -- 1-3-6 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=490/0-3-8, 5=490/0-3-8 Max Horiz 5=70 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-544/0, 2-3=-544/0 BOT CHORD 1-5=0/413, 4-5=0/240, 3-4=0/413 WEBS 2-4=-108/360, 2-5=-108/360 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-0-0 to 3-0-0, Interior (1) 3-0-0 to 6-1-7, Exterior(2R) 6-1-7 to 9-1-7, Interior (1) 9-1-7 to 12-2-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382739T8Common1118030029-S 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 19:44:33 Page: 1 ID:IFVZ5XeO_F726wPZzvstPbyAKuj-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =4x6 =5x8 =3x5 =3x5 =2x4 1 6 5 4 3 2 2-9-1 8-10-8 6-1-7 6-1-7 0-1-12 1-1-12 1-0-0 1-0-0 2-9-1 8-10-8 4-11-11 6-1-70-8-02-10-154-9-0Scale = 1:42 Plate Offsets (X, Y):[1:0-3-9,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL)-0.01 5-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.19 Vert(CT)-0.02 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 43 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 6-2:2x4 SPF No.2 SLIDER Left 2x4 SPF Stud -- 1-3-6 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)4=306/0-3-8, 6=392/0-3-8 Max Horiz 6=93 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-161/271, 2-3=-182/56, 3-4=-287/51 BOT CHORD 1-6=-150/185, 5-6=-32/131, 4-5=-30/32 WEBS 2-6=-356/150, 2-5=-55/73, 3-5=-18/180 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-0-0 to 3-0-0, Interior (1) 3-0-0 to 6-1-7, Exterior(2E) 6-1-7 to 8-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382740T9Common1118030029-S 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 19:44:34 Page: 1 ID:IFVZ5XeO_F726wPZzvstPbyAKuj-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 =4x8 =3x5 =2x4 6 5 4 1 3 2 2-9-1 7-10-8 5-1-7 5-1-7 2-9-1 7-10-8 5-1-7 5-1-71-4-02-10-154-9-0Scale = 1:33.6 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 0.43 Vert(LL)-0.02 5-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.17 Vert(CT)-0.04 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 38 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=303/0-3-8, 6=303/0-3-8 Max Horiz 6=92 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-219/35, 2-3=-187/60, 1-6=-262/58, 3-4=-294/62 BOT CHORD 5-6=-106/88, 4-5=-30/33 WEBS 2-5=-58/68, 1-5=0/143, 3-5=-24/186 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 5-1-7, Exterior(2E) 5-1-7 to 7-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor reactions shown; Lumber DOL=1.60 plate gripDOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382741T10Common1118030029-S 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 19:44:34 Page: 1 ID:mAXWk3RMlK6JBTBU1YZ7lDyAKuz-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 11-11-8 5-6-9 11-6-5 5-11-12 5-11-12 11-11-84-0-10-0-43-8-6Scale = 1:34.4 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 0.18 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horiz(TL)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 34 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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=8/11-11-8, 5=8/11-11-8, 6=314/11-11-8, 7=240/11-11-8, 8=314/11-11-8 Max Horiz 1=-59 (LC 8) Max Uplift 1=-24 (LC 10), 5=-13 (LC 11), 6=-59 (LC 13), 8=-59 (LC 12) Max Grav 1=40 (LC 12), 5=32 (LC 13), 6=314 (LC 1), 7=240 (LC 1), 8=314 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-62/56, 2-3=-115/54, 3-4=-115/53, 4-5=-48/40 BOT CHORD 1-8=-12/44, 7-8=-12/44, 6-7=-12/44, 5-6=-12/44 WEBS 3-7=-155/0, 2-8=-248/109, 4-6=-248/109 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 6-0-2, Exterior(2R) 6-0-2 to 9-0-2, Interior (1) 9-0-2 to 11-6-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 24 lb uplift at joint 1, 13 lb uplift at joint 5, 59 lb uplift at joint 8 and 59 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-Bedford A Bonus Room I52382742T11Valley1118030029-S 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 19:44:34 Page: 1 ID:mAXWk3RMlK6JBTBU1YZ7lDyAKuz-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =2x4 =4x5 =2x4 =2x4 1 4 3 2 0-5-3 7-11-8 3-6-9 7-6-5 3-11-12 3-11-12 7-11-82-8-10-0-42-4-6Scale = 1:27.5 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 0.20 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 21 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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=154/7-11-8, 3=154/7-11-8, 4=257/7-11-8 Max Horiz 1=37 (LC 9) Max Uplift 1=-7 (LC 12), 3=-12 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-85/36, 2-3=-85/36 BOT CHORD 1-4=-5/36, 3-4=-5/36 WEBS 2-4=-169/44 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior (1) 3-5-12 to 4-0-2, Exterior(2R) 4-0-2 to 7-0-2, Interior (1) 7-0-2 to 7-6-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 7 lb uplift at joint 1 and 12 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382743T12Valley1118030029-S 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 19:44:34 Page: 1 ID:mAXWk3RMlK6JBTBU1YZ7lDyAKuz-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 30-8-8 1-9-15 1-1-12 1-1-12 2-3-3 3-4-15 0-1-12 1-1-12 1-0-0 1-0-0 2-3-3 3-4-152-11-50-8-00-2-100-10-102-11-5Scale = 1:41.4 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 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.07 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-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 3-4-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=66/ Mechanical, 5=184/0-3-8 Max Horiz 5=61 (LC 9) Max Uplift 4=-28 (LC 9) Max Grav 4=82 (LC 19), 5=184 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-41/14, 1-2=-93/58, 2-3=-58/45, 3-4=-64/63 BOT CHORD 5-6=-59/96, 4-5=-33/34 WEBS 2-5=-132/75 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 28 lb uplift at joint 4. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382744T13Jack-Closed 2 118030029-S 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 19:44:34 Page: 1 ID:mAXWk3RMlK6JBTBU1YZ7lDyAKuz-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 4 3 1 2 1-4-3 1-4-31-6-130-8-01-6-13Scale = 1:22.3 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 0.02 Vert(LL)0.00 4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(CT)0.00 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 5 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 1-4-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=42/0-4-3, 4=42/0-3-8 Max Horiz 3=27 (LC 9) Max Uplift 3=-10 (LC 9) Max Grav 3=48 (LC 19), 4=45 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-33/14, 1-2=-28/22, 2-3=-35/33 BOT CHORD 3-4=-28/40 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 3. 4)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382745T14Jack-Closed 2 118030029-S 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 19:44:35 Page: 1 ID:mAXWk3RMlK6JBTBU1YZ7lDyAKuz-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =2x4 =2x4 =2x4 =2x4 6 5 4 1 2 7 3 0-8-8 3-11-0 1-1-12 1-1-12 4-4-4 5-6-0 0-1-12 1-1-12 1-0-0 1-0-0 4-4-4 5-6-04-4-00-8-00-2-100-10-104-4-0Scale = 1:46.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL)0.01 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.18 Vert(CT)-0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 19 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=159/ Mechanical, 5=258/0-3-8 Max Horiz 5=94 (LC 9) Max Uplift 4=-24 (LC 9) Max Grav 4=174 (LC 19), 5=258 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-101/47, 1-2=-166/97, 2-3=-112/74, 3-4=-118/100 BOT CHORD 5-6=-83/143, 4-5=-47/55 WEBS 2-5=-229/129 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 5-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 4. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382746T15Jack-Closed 1 118030029-S 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 19:44:35 Page: 1 ID:mAXWk3RMlK6JBTBU1YZ7lDyAKuz-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 4-4-4 5-6-0 0-1-12 1-1-12 1-0-0 1-0-0 4-4-4 5-6-04-4-00-8-04-4-0Scale = 1:43.6 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 0.21 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.12 Vert(CT)-0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 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 5-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=128/ Mechanical, 4=36/ Mechanical, 5=263/0-3-8 Max Horiz 5=85 (LC 12) Max Uplift 3=-66 (LC 12) Max Grav 3=135 (LC 19), 4=69 (LC 3), 5=263 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-50/0, 1-2=-66/0, 2-3=-202/115 BOT CHORD 5-6=-5/6, 4-5=0/0 WEBS 3-5=-176/179, 2-5=-295/179, 1-5=-8/99 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 5-6-0 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 66 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-Bedford A Bonus Room I52382747T16Jack-Open 7 118030029-S 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 19:44:35 Page: 1 ID:mAXWk3RMlK6JBTBU1YZ7lDyAKuz-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 =5x10 =3x6 =3x5 =4x5 =3x5 =5x10 =2x4 =2x4 =5x8 =3x6 1 13 12 8 7 11 10 9 2 3 4 5 6 0-5-0 2-1-12 2-1-12 5-8-4 7-10-0 5-8-4 13-6-4 0-10-4 14-4-8 0-1-12 1-1-12 1-0-0 1-0-0 1-1-12 2-3-8 1-0-0 14-4-8 5-6-8 7-10-0 5-6-8 13-4-810-3-00-8-010-3-09-1-131-0-0Scale = 1:79 Plate Offsets (X, Y):[1:0-3-9,0-1-8], [6:0-3-3,Edge], [9:0-3-12,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL)-0.03 10-11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.83 Vert(CT)-0.07 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT)0.07 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 93 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-2:2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 13-2,4-10,7-9:2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 1-1-14 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. Except: 1 Row at midpt 5-9 REACTIONS (lb/size)6=476/ Mechanical, 7=48/ Mechanical, 13=615/0-3-8 Max Horiz 13=238 (LC 9) Max Uplift 6=-34 (LC 12), 7=-25 (LC 9) Max Grav 6=491 (LC 19), 7=53 (LC 19), 13=615 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-74/68, 2-4=-607/19, 4-5=-218/95, 5-6=-120/70, 6-7=0/0 BOT CHORD 1-13=-77/84, 12-13=-250/418, 11-12=-69/95, 2-11=-33/134, 10-11=-521/970, 9-10=-159/469, 8-9=-172/156, 5-9=-287/185,7-8=-25/23 WEBS 2-13=-640/12, 2-10=-523/366, 4-10=0/294, 4-9=-498/99, 7-9=-187/227, 6-9=-166/607 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 to14-2-12 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)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 34 lb uplift at joint 6 and 25 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)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-Bedford A Bonus Room I52382748T17Monopitch5118030029-S 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 19:44:35 Page: 1 ID:EM5uxPS_WeEAodmhbG4MIRyAKuy-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 =4x5 =3x6 =3x5 =4x5 =3x5 =5x10 =2x4 =2x4 =5x8 =3x6 13 12 8 7 11 10 9 1 2 3 4 5 6 0-5-0 1-1-12 1-1-12 5-8-4 12-6-4 5-8-4 6-10-0 0-10-4 13-4-8 1-3-8 1-3-8 1-0-0 13-4-8 5-6-8 6-10-0 5-6-8 12-4-810-3-01-4-010-3-08-5-131-0-0Scale = 1:73.1 Plate Offsets (X, Y):[2:0-0-12,0-1-8], [6:0-3-3,Edge], [9:0-3-12,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL)-0.03 10-11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.75 Vert(CT)-0.07 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT)0.07 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 90 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-2:2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 4-10,7-9,13-1,12-1:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 5-9 REACTIONS (lb/size)6=476/ Mechanical, 7=47/ Mechanical, 13=523/0-3-8 Max Horiz 13=237 (LC 9) Max Uplift 6=-33 (LC 12), 7=-25 (LC 9) Max Grav 6=491 (LC 19), 7=52 (LC 19), 13=523 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-388/2, 2-4=-606/24, 4-5=-218/96, 5-6=-120/73, 6-7=0/0, 1-13=-573/0 BOT CHORD 12-13=-348/307, 11-12=-263/33, 2-11=-215/62, 10-11=-583/983, 9-10=-175/469, 8-9=-173/158, 5-9=-285/192, 7-8=-27/23 WEBS 2-10=-529/412, 4-10=0/292, 4-9=-498/116, 7-9=-189/230, 6-9=-182/606, 1-12=-31/391 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 13-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)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 33 lb uplift at joint 6 and 25 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)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-Bedford A Bonus Room I52382749T18Monopitch1118030029-S 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 19:44:35 Page: 1 ID:EM5uxPS_WeEAodmhbG4MIRyAKuy-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 =3x5 =4x5 =3x5 =3x5 =3x5 7 6 5 1 2 3 4 6-8-4 6-8-4 6-8-4 13-4-8 6-8-4 13-4-8 6-8-4 6-8-410-3-01-4-010-3-08-5-13Scale = 1:65.3 Plate Offsets (X, Y):[1: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 0.50 Vert(LL)-0.05 5-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.37 Vert(CT)-0.09 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT)-0.01 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 68 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-1:2x4 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 9-8-9 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS (lb/size)4=156/ Mechanical, 5=368/ Mechanical, 7=523/0-3-8 Max Horiz 7=237 (LC 9) Max Uplift 4=-48 (LC 9), 5=-20 (LC 12) Max Grav 4=166 (LC 19), 5=377 (LC 19), 7=523 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-550/35, 3-4=-196/134, 4-5=0/0, 1-7=-466/33 BOT CHORD 6-7=-360/377, 5-6=-146/410 WEBS 3-6=0/271, 3-5=-496/102, 1-6=0/308 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 13-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)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 48 lb uplift at joint 4 and 20 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. 6)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382750T19Monopitch1118030029-S 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 19:44:36 Page: 1 ID:iYeG9lTcHyM1QnLt9zcbqeyAKux-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 =2x44 1 3 2 6-9-8 0-1-12 1-1-12 1-0-0 1-0-0 5-7-12 6-9-85-2-50-8-05-2-50-8-0Scale = 1:42.5 Plate Offsets (X, Y):[1:0-3-9,0-1-8], [2:0-2-9,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 0.82 Vert(LL)-0.03 3-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.24 Vert(CT)-0.06 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 32 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-2:2x4 SPF No.2 SLIDER Left 2x4 SPF Stud -- 1-3-6 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)3=221/ Mechanical, 4=311/0-3-8 Max Horiz 4=116 (LC 9) Max Uplift 3=-28 (LC 12) Max Grav 3=235 (LC 19), 4=311 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-238/277 BOT CHORD 1-4=-150/263 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 6-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 28 lb uplift at joint 3. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382751T20Monopitch8118030029-S Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 E Jan 6 2022 Print: 8.530 E Jan 6 2022 MiTek Industries, Inc. Tue Jun 07 13:57:01 Page: 1 ID:iYeG9lTcHyM1QnLt9zcbqeyAKux-sks?T9v6JFFud47Drnt8AhmQ2ZuE?iXfr8Lieoz8pn0 June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =4x6 =5x8 =2x4 =3x5 4 1 3 5 6 2 6-0-8 0-1-12 1-1-12 1-0-0 1-0-0 0-3-8 6-0-8 4-7-4 5-9-04-8-50-8-03-8-51-0-0Scale = 1:39.9 Plate Offsets (X, Y):[1:0-1-15,0-0-14], [2:0-2-0,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL)-0.01 3-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.17 Vert(CT)-0.03 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT)0.02 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 31 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-2:2x4 SPF No.2 OTHERS 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 6-0-0 oc bracing. REACTIONS (lb/size)4=281/0-3-8, 6=167/0-3-8 Max Horiz 4=91 (LC 12) Max Uplift 6=-43 (LC 12) Max Grav 4=281 (LC 1), 6=173 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-172/243, 3-5=0/72, 2-5=0/72 BOT CHORD 1-4=-102/192, 3-4=-50/62 WEBS 2-4=-208/105, 2-6=-176/91 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 3-0-0, Interior (1) 3-0-0 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)Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382752T21Monopitch2118030029-S 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 19:44:36 Page: 1 ID:iYeG9lTcHyM1QnLt9zcbqeyAKux-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 =5x6 =3x5 =4x5 =4x8 =3x5 11 7 1 10 9 8 6 1412 52 4313 4-0-0 13-1-4 4-8-4 4-8-4 4-5-0 9-1-4 4-5-0 17-6-4 4-8-4 22-2-8 0-1-12 1-1-12 0-1-12 21-2-8 1-0-0 1-0-0 1-0-0 22-2-8 4-3-8 13-3-0 7-9-12 21-0-12 7-9-12 8-11-80-8-06-8-13Scale = 1:55.7 Plate Offsets (X, Y):[1:0-3-9,0-1-8], [3:0-3-12,0-2-0], [4:0-3-12,0-2-0], [6:0-3-9,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL)-0.08 7-8 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.51 Vert(CT)-0.16 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT)0.02 7 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 *Except* 11-2,7-5:2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 1-3-3, Right 2x4 SPF Stud -- 1-3-3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)7=888/0-3-8, 11=888/0-3-8 Max Horiz 11=-102 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-373/0, 2-3=-840/16, 3-4=-624/35, 4-5=-840/16, 5-6=-374/0 BOT CHORD 1-11=0/279, 9-11=-21/715, 8-9=0/624, 7-8=0/715, 6-7=0/281 WEBS 2-11=-835/102, 2-9=-139/99, 3-9=0/243, 4-9=-81/82, 4-8=0/242, 5-8=-140/99, 5-7=-834/102 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 9-1-4, Exterior(2E) 9-1-4 to 13-1-4, Exterior(2R) 13-1-4 to 17-6-2, Interior (1) 17-6-2 to 22-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)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-Bedford A Bonus Room I52382753T22Hip1118030029-S 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 19:44:36 Page: 1 ID:AkCeM5UE2FUu2wv3jh7qNsyAKuw-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 =3x5 =MT18HS 10x12 =3x5 =MT18HS 10x12 =2x4 =4x6 =3x6 1 9 8 7 6 5 4 1310 2 1112 3 8-0-0 15-1-4 7-1-4 7-1-4 7-1-4 22-2-8 0-1-12 1-1-12 0-1-12 21-2-8 1-0-0 1-0-0 1-0-0 22-2-8 5-9-12 21-0-12 5-9-12 6-11-8 8-3-8 15-3-00-8-05-4-13Scale = 1:49.9 Plate Offsets (X, Y):[1:0-3-9,0-1-8], [2:0-4-0,0-2-8], [3:0-8-0,0-1-8], [4:0-3-9,0-1-8] 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 0.98 Vert(LL)-0.10 6-7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.47 Vert(CT)-0.22 6-7 >999 180 MT18HS 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT)0.02 5 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 WEBS 2x4 SPF No.2 *Except* 7-2,6-3:2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 1-3-7, Right 2x4 SPFStud -- 1-3-7 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 3-7 REACTIONS (lb/size)5=888/0-3-8, 9=888/0-3-8 Max Horiz 9=-81 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-210/51, 2-3=-726/25, 3-4=-211/51 BOT CHORD 1-9=0/116, 7-9=0/730, 6-7=0/725, 5-6=0/730, 4-5=0/116 WEBS 2-9=-857/0, 2-7=0/301, 3-7=-82/83, 3-6=0/300, 3-5=-856/0 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 zoneand C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to7-1-4, Exterior(2R) 7-1-4 to 11-4-3, Interior (1) 11-4-3 to15-1-4, Exterior(2R) 15-1-4 to 19-4-3, Interior (1) 19-4-3to 22-2-8 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 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)The Fabrication Tolerance at joint 2 = 12% 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382754T23Hip1118030029-S 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 19:44:37 Page: 1 ID:3WS9CSXl6U_JXYDqyWBmXiyAKus-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 9 6 5 4 1 7 2 8 3 0-8-8 3-6-4 1-1-12 1-1-12 3-11-8 5-1-4 0-1-12 1-1-12 1-0-0 1-0-0 3-11-8 5-1-44-0-130-8-00-2-100-10-104-0-13Scale = 1:45.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)0.01 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.15 Vert(CT)-0.01 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: 18 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=142/ Mechanical, 5=243/0-3-8 Max Horiz 5=88 (LC 9) Max Uplift 4=-25 (LC 9) Max Grav 4=157 (LC 19), 5=243 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-88/40, 1-2=-152/89, 2-3=-101/69, 3-4=-107/93 BOT CHORD 5-6=-79/136, 4-5=-45/51 WEBS 2-5=-208/118 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 4-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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-Bedford A Bonus Room I52382755T24Jack-Closed 8 118030029-S 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 19:44:37 Page: 1 ID:3WS9CSXl6U_JXYDqyWBmXiyAKus-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 3 0-8-8 1-5-3 1-1-12 1-1-12 1-10-7 3-0-3 0-1-12 1-1-12 1-0-0 1-0-0 1-10-7 3-0-32-8-20-8-00-2-100-10-102-8-2Scale = 1:39.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL)0.00 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-R Weight: 11 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 3-0-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)4=46/ Mechanical, 5=172/0-3-8 Max Horiz 5=54 (LC 9) Max Uplift 4=-30 (LC 9) Max Grav 4=63 (LC 19), 5=172 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-33/10, 1-2=-80/51, 2-3=-49/39, 3-4=-55/55 BOT CHORD 5-6=-54/86, 4-5=-30/31 WEBS 2-5=-118/67 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 30 lb uplift at joint 4. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382756T25Jack-Closed 4 118030029-S 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 19:44:37 Page: 1 ID:3WS9CSXl6U_JXYDqyWBmXiyAKus-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 9 8 7 5 2 4 1110 3 5-8-5 5-8-5 5-4-15 16-6-3 5-4-15 11-1-4 5-8-5 22-2-8 0-1-12 1-1-12 0-1-12 21-2-8 1-0-0 22-2-8 1-0-0 1-0-0 9-11-8 21-0-12 9-11-8 11-1-40-8-08-0-13Scale = 1:61.9 Plate Offsets (X, Y):[1:0-1-15,0-0-10], [5:0-1-15,0-0-10] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL)-0.14 7-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.71 Vert(CT)-0.29 7-9 >846 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT)0.02 6 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 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=888/0-3-8, 9=888/0-3-8 Max Horiz 9=-123 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-517/0, 2-3=-772/29, 3-4=-772/29, 4-5=-517/0 BOT CHORD 1-9=0/395, 7-9=-25/727, 6-7=0/727, 5-6=0/395 WEBS 3-7=0/492, 4-7=-239/124, 4-6=-748/153, 2-7=-239/124, 2-9=-748/153 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 11-1-4, Exterior(2R) 11-1-4 to 14-1-4, Interior (1) 14-1-4 to 22-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382757T26Common1118030029-S 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 19:44:37 Page: 1 ID:Xi0XPoYNto7A8io1VEi?4vyAKur-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 =6x8 =3x8 1 9 8 7 5 6 2 4 1110 3 5-8-5 5-8-5 5-4-15 16-6-3 5-4-15 11-1-4 5-8-5 22-2-8 0-1-12 1-1-12 0-5-4 21-6-0 0-8-8 22-2-8 1-0-0 1-0-0 9-11-8 11-1-4 9-11-8 21-0-120-8-08-0-13Scale = 1:61.9 Plate Offsets (X, Y):[1:0-1-15,0-0-10], [5:0-1-13,0-4-11], [6:0-4-0,0-2-4] 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 0.34 Vert(LL)-0.15 7-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.70 Vert(CT)-0.29 7-9 >828 180 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT)0.02 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 100 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud -- 1-3-5, Right 2x8 SP2400F 2.0E -- 1-8-0 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)5=49/0-1-8, 6=837/0-3-8, 9=891/0-3-8 Max Horiz 9=123 (LC 9) Max Uplift 5=-216 (LC 3) Max Grav 5=49 (LC 1), 6=892 (LC 3), 9=891 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-521/0, 2-3=-776/38, 3-4=-776/38, 4-5=-373/21 BOT CHORD 1-9=0/398, 7-9=-29/730, 6-7=0/736, 5-6=0/230 WEBS 3-7=0/473, 4-7=-244/137, 4-6=-675/9, 2-7=-239/123, 2-9=-751/162 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 11-1-4, Exterior(2R) 11-1-4 to 14-1-4, Interior (1) 14-1-4 to 22-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 216 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-Bedford A Bonus Room I52382758T27Common3118030029-S 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 19:44:38 Page: 1 ID:Xi0XPoYNto7A8io1VEi?4vyAKur-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =2x4 =2x4 =2x4 =2x4 6 5 4 1 2 7 3 0-8-8 3-0-15 1-1-12 1-1-12 3-6-3 4-7-15 0-1-12 1-1-12 1-0-0 1-0-0 3-6-3 4-7-153-9-50-8-00-2-100-10-103-9-5Scale = 1:44.7 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 0.11 Vert(LL)0.01 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.13 Vert(CT)-0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R 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 4-7-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=123/ Mechanical, 5=227/0-3-8 Max Horiz 5=81 (LC 9) Max Uplift 4=-25 (LC 9) Max Grav 4=138 (LC 19), 5=227 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-74/32, 1-2=-137/81, 2-3=-90/63, 3-4=-94/85 BOT CHORD 5-6=-74/128, 4-5=-42/47 WEBS 2-5=-186/106 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 4-6-3 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 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-Bedford A Bonus Room I52382759T28Jack-Closed 2 118030029-S 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 19:44:38 Page: 1 ID:Xi0XPoYNto7A8io1VEi?4vyAKur-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 3 0-8-8 1-0-15 1-1-12 1-1-12 1-6-3 2-7-15 0-1-12 1-1-12 1-0-0 1-0-0 1-6-3 2-7-152-5-50-8-00-2-100-10-102-5-5Scale = 1:43.1 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 0.05 Vert(LL)0.00 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.05 Vert(CT)0.00 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)4=26/ Mechanical, 5=164/0-3-8 Max Horiz 5=49 (LC 9) Max Uplift 4=-33 (LC 9) Max Grav 4=45 (LC 19), 5=164 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-26/6, 1-2=-68/45, 2-3=-41/34, 3-4=-47/48 BOT CHORD 5-6=-49/77, 4-5=-28/27 WEBS 2-5=-107/61 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 33 lb uplift at joint 4. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382760T29Jack-Closed 2 118030029-S 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 19:44:38 Page: 1 ID:Xi0XPoYNto7A8io1VEi?4vyAKur-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =4x6 =4x5 =2x4 1 4 3 2 6-9-0 0-1-12 1-1-12 1-0-0 1-0-0 5-7-4 6-9-05-2-00-8-05-2-0Scale = 1:42.4 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 0.81 Vert(LL)-0.03 3-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.24 Vert(CT)-0.06 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 32 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-2:2x4 SPF No.2 SLIDER Left 2x4 SPF Stud -- 1-3-6 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)3=219/0-3-8, 4=309/0-3-8 Max Horiz 4=115 (LC 9) Max Uplift 3=-28 (LC 12) Max Grav 3=233 (LC 19), 4=309 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-237/277, 2-3=-199/159 BOT CHORD 1-4=-150/262, 3-4=-54/59 WEBS 2-4=-195/187 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 6-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 3. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382761T30Monopitch4118030029-S 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 19:44:38 Page: 1 ID:?uavd8Y?e5F1mrND3xEEc7yAKuq-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 =2x4 =3x5 =3x6 =3x5 1 6 5 7 2 3 4 6-9-12 6-9-12 6-9-12 13-7-8 0-1-12 1-1-12 1-0-0 1-0-0 5-8-0 6-9-12 6-9-12 13-7-89-9-00-8-09-9-0Scale = 1:70.2 Plate Offsets (X, Y):[1:0-2-3,0-0-2] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL)-0.06 5-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.35 Vert(CT)-0.12 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT)0.01 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 69 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-6:2x4 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 2-5 REACTIONS (lb/size)5=498/0-3-8, 7=580/0-3-8 Max Horiz 7=226 (LC 9) Max Uplift 5=-49 (LC 12) Max Grav 5=517 (LC 19), 7=580 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-146/106, 2-4=-197/129, 4-5=-168/92 BOT CHORD 1-7=0/90, 6-7=-143/419, 5-6=-143/419 WEBS 2-7=-478/46, 2-6=0/280, 2-5=-482/98 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 13-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 5. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382762T31Monopitch4118030029-S 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 19:44:38 Page: 1 ID:T57IqUZdPPNuO?yPdflT9KyAKup-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 9 5 4 1 7 2 8 3 0-8-8 3-4-1 1-1-12 1-1-12 3-9-5 4-11-1 0-1-12 1-1-12 1-0-0 1-0-0 3-9-5 4-11-13-11-60-8-00-2-100-10-103-11-6Scale = 1:45.3 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 0.13 Vert(LL)0.01 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(CT)-0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 18 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)4=134/ Mechanical, 5=236/0-3-8 Max Horiz 5=85 (LC 9) Max Uplift 4=-25 (LC 9) Max Grav 4=149 (LC 19), 5=236 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-82/37, 1-2=-146/86, 2-3=-97/67, 3-4=-102/90 BOT CHORD 5-6=-77/132, 4-5=-44/49 WEBS 2-5=-199/112 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 4-9-5 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)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-Bedford A Bonus Room I52382763T32Jack-Closed 2 118030029-S 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 19:44:39 Page: 1 ID:T57IqUZdPPNuO?yPdflT9KyAKup-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 3 0-8-8 1-4-1 1-1-12 1-1-12 1-9-5 2-11-1 0-1-12 1-1-12 1-0-0 1-0-0 1-9-5 2-11-12-7-60-8-00-2-100-10-102-7-6Scale = 1:38.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.05 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-R Weight: 11 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 2-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)4=41/ Mechanical, 5=170/0-3-8 Max Horiz 5=53 (LC 9) Max Uplift 4=-31 (LC 9) Max Grav 4=58 (LC 19), 5=170 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-31/9, 1-2=-77/50, 2-3=-47/38, 3-4=-53/53 BOT CHORD 5-6=-53/84, 4-5=-30/30 WEBS 2-5=-115/65 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 31 lb uplift at joint 4. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382764T33Jack-Closed 2 118030029-S 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 19:44:39 Page: 1 ID:T57IqUZdPPNuO?yPdflT9KyAKup-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 4 3 1 5 6 2 6-0-2 6-0-25-4-11-4-05-4-1Scale = 1:33.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL)-0.06 3-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.35 Vert(CT)-0.13 3-4 >536 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 28 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-1:2x4 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 10-0-0 oc bracing. REACTIONS (lb/size)3=229/ Mechanical, 4=229/0-3-8 Max Horiz 4=118 (LC 9) Max Uplift 3=-26 (LC 12) Max Grav 3=244 (LC 19), 4=229 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-171/52, 1-2=-140/115, 2-3=-178/131 BOT CHORD 3-4=-217/162 WEBS 1-3=-120/181 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 5-10-6 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 3. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382765T34Jack-Closed 1 118030029-S 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 19:44:39 Page: 1 ID:T57IqUZdPPNuO?yPdflT9KyAKup-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 =5x6 =3x5 =3x6 6 5 4 1 7 2 3 2-1-8 6-0-2 3-10-10 3-10-10 2-3-4 6-0-2 3-8-14 3-8-141-4-03-11-13-11-1Scale = 1:30.4 Plate Offsets (X, Y):[2:0-4-4,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL)-0.01 5-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(CT)-0.01 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 32 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=59/ Mechanical, 4=169/ Mechanical, 6=229/0-3-8 Max Horiz 6=87 (LC 9) Max Uplift 3=-13 (LC 9), 4=-4 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-156/23, 2-3=-42/45, 3-4=0/0, 1-6=-199/40 BOT CHORD 5-6=-158/118, 4-5=-67/116 WEBS 2-5=0/125, 2-4=-180/79, 1-5=-2/103 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 3-10-10, Exterior(2E) 3-10-10 to 5-10-6 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 13 lb uplift at joint 3 and 4 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. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)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-Bedford A Bonus Room I52382766T35Half Hip 1 118030029-S 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 19:44:39 Page: 1 ID:T57IqUZdPPNuO?yPdflT9KyAKup-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 =5x6 =3x5 =3x6 6 5 4 1 2 7 3 1-10-10 1-10-10 4-1-8 6-0-2 1-8-14 1-8-14 4-3-4 6-0-21-4-02-7-12-7-1Scale = 1:25.2 Plate Offsets (X, Y):[2:0-4-4,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(CT)-0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT)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 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=119/ Mechanical, 4=109/ Mechanical, 6=229/0-3-8 Max Horiz 6=55 (LC 9) Max Uplift 3=-26 (LC 9) Max Grav 3=119 (LC 1), 4=132 (LC 3), 6=229 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-180/17, 2-3=-27/29, 3-4=0/0, 1-6=-230/25 BOT CHORD 5-6=-91/73, 4-5=-62/143 WEBS 2-5=-9/86, 2-4=-150/50, 1-5=0/158 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)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 26 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)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)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-Bedford A Bonus Room I52382767T36Half Hip 1 118030029-S 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 19:44:39 Page: 1 ID:T57IqUZdPPNuO?yPdflT9KyAKup-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 =8x10 4 3 1 5 6 2 6-0-2 6-0-25-2-01-1-155-2-0Scale = 1:30.6 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 0.79 Vert(LL)-0.01 3-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.12 Vert(CT)-0.59 2 >115 90 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 26 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x8 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=342/ Mechanical, 3=38/0-3-8, 4=73/ Mechanical Max Horiz 1=-1250 (LC 1), 4=1250 (LC 1) Max Uplift 1=-59 (LC 9) Max Grav 1=342 (LC 1), 3=83 (LC 3), 4=139 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=0/0, 1-2=-190/0 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) interior zone and C-C Exterior(2E) 0-3-10 to 3-3-10, Interior (1) 3-3-10 to 6-0-2 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 59 lb uplift at joint 1. 5)N/A 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-Bedford A Bonus Room I52382768T37Jack-Open 1 118030029-S 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 19:44:40 Page: 1 ID:xHhg1qaGAjVl?9XcBMGiiYyAKuo-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. 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 =4x5 =5x6 =3x5 =2x4 6 5 4 1 7 8 2 9 3 1-1-0 6-0-2 4-11-2 4-11-2 1-2-12 6-0-2 4-9-6 4-9-61-1-154-5-51-1-154-5-5Scale = 1:38.5 Plate Offsets (X, Y):[2:0-4-4,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL)-0.02 5-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.15 Vert(CT)-0.03 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 34 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=190/ Mechanical, 4=229/0-3-8, 6=38/ Mechanical Max Horiz 1=76 (LC 9), 6=29 (LC 11) Max Uplift 1=-14 (LC 12), 4=-8 (LC 12) Max Grav 1=190 (LC 1), 4=229 (LC 1), 6=75 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-145/39, 2-3=-48/52, 3-4=-28/10, 1-6=0/0 BOT CHORD 5-6=-29/24, 4-5=-44/83 WEBS 2-5=0/192, 2-4=-230/51, 1-5=-15/65 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 4-11-2, Exterior(2E) 4-11-2 to 5-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 1 and 8 lb uplift at joint 4. 7)N/A 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)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-Bedford A Bonus Room I52382769T38Half Hip 1 118030029-S 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 19:44:40 Page: 1 ID:xHhg1qaGAjVl?9XcBMGiiYyAKuo-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 =12x16 =3x5 =5x6 =2x4 =3x5 =3x8 1 7 6 5 8 139 41012 3112 4-0-4 9-0-4 4-7-4 13-7-8 4-11-15 4-11-15 0-1-12 1-1-12 1-0-0 1-0-0 3-8-7 4-10-3 4-3-12 9-2-0 4-5-8 13-7-84-0-00-8-00-11-20-3-80-3-83-8-84-0-0Scale = 1:41.1 Plate Offsets (X, Y):[1:0-1-15,0-0-10], [2:1-1-8,Edge], [3:0-3-12,0-2-0], [5:0-5-15,0-0-6] 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 0.24 Vert(LL)-0.01 5-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.21 Vert(CT)-0.02 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT)0.01 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 59 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 7-3:2x4 SPF No.2 SLIDER Left 2x4 SPF Stud -- 1-3-3, Right 2x6 SPFNo.2 -- 2-9-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:6-0-0 oc bracing: 1-8. REACTIONS (lb/size)5=503/0-3-8, 8=587/0-3-8 Max Horiz 8=-59 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-94/92, 2-3=-388/51, 3-5=-611/25 BOT CHORD 1-8=-8/62, 7-8=0/391, 6-7=0/417, 5-6=0/421 WEBS 2-8=-529/21, 2-7=0/174, 3-7=-88/32, 3-6=0/188 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 4-11-15, Exterior(2E) 4-11-15 to 9-0-4, Exterior(2R)9-0-4 to 13-3-2, Interior (1) 13-3-2 to 13-7-8 zone;cantilever left and right exposed ; end vertical left andright exposed;C-C for members and forces & MWFRSfor reactions shown; Lumber DOL=1.60 plate gripDOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)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-Bedford A Bonus Room I52382770T39Hip1118030029-S 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 19:44:40 Page: 1 ID:PTF2FAbux0dcdJ5ok4nxElyAKun-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 3 0-8-8 1-4-15 1-1-12 1-1-12 1-10-3 2-11-15 0-1-12 1-1-12 1-0-0 1-0-0 1-10-3 2-11-152-8-00-8-00-2-100-10-102-8-0Scale = 1:39.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL)0.00 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-R Weight: 11 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 2-11-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)4=45/ Mechanical, 5=172/0-3-8 Max Horiz 5=54 (LC 9) Max Uplift 4=-30 (LC 9) Max Grav 4=62 (LC 19), 5=172 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-32/9, 1-2=-79/51, 2-3=-48/39, 3-4=-55/55 BOT CHORD 5-6=-54/86, 4-5=-30/30 WEBS 2-5=-117/67 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 30 lb uplift at joint 4. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382771T40Jack-Closed 1 118030029-S 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 19:44:40 Page: 1 ID:tgpQSVbWiKlTFTg_InIAnzyAKum-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 3 1-1-12 1-1-12 1-10-3 2-11-15 0-1-12 1-1-12 1-0-0 1-0-0 1-10-3 2-11-152-8-00-8-02-8-0Scale = 1:36.7 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 0.04 Vert(LL)0.00 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(CT)0.00 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 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 2-11-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=38/ Mechanical, 4=14/ Mechanical, 5=175/0-3-8 Max Horiz 5=43 (LC 12) Max Uplift 3=-43 (LC 12) Max Grav 3=48 (LC 19), 4=28 (LC 3), 5=175 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-23/7, 1-2=-31/42, 2-3=-33/43 BOT CHORD 5-6=-5/6, 4-5=0/0 WEBS 3-5=-70/44, 2-5=-115/77, 1-5=-14/37 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 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 43 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-Bedford A Bonus Room I52382772T41Jack-Open 4 118030029-S 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 19:44:40 Page: 1 ID:tgpQSVbWiKlTFTg_InIAnzyAKum-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 =4x5 5 4 3 1 2 4-1-6 1-4-4 1-4-4 2-9-2 4-1-62-7-40-8-02-7-4Scale = 1:22.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL)0.01 3-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.24 Vert(CT)0.01 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.02 2 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=90/ Mechanical, 3=-22/ Mechanical, 4=245/0-4-15 Max Horiz 4=42 (LC 12) Max Uplift 2=-33 (LC 12), 3=-22 (LC 1) Max Grav 2=90 (LC 1), 3=22 (LC 3), 4=245 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-145/55, 1-2=-63/28 BOT CHORD 4-5=-42/91, 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 Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 2 and 22 lb uplift at joint 3. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382773T42Jack-Open 1 118030029-S 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 19:44:41 Page: 1 ID:tgpQSVbWiKlTFTg_InIAnzyAKum-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 =5x6 =3x5 =4x5 =6x8 =3x8 7 1 11 10 9 8 6 12 14 2 5 3 13 4 4-0-0 13-1-4 4-8-4 4-8-4 4-5-0 17-6-4 4-5-0 9-1-4 4-8-4 22-2-8 0-1-12 1-1-12 1-0-0 1-0-0 0-8-8 22-2-8 0-5-4 21-6-0 4-3-8 13-3-0 7-9-12 8-11-8 7-9-12 21-0-120-8-00-1-76-8-13Scale = 1:55.7 Plate Offsets (X, Y):[1:0-3-9,0-1-8], [3:0-3-12,0-2-0], [4:0-3-12,0-2-0], [6:0-1-13,0-4-11], [7:0-4-0,0-2-4] 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 0.22 Vert(LL)-0.08 9-11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.53 Vert(CT)-0.16 9-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT)0.02 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 107 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 11-2,7-5:2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 1-3-3, Right 2x8 SP 2400F 2.0E -- 1-7-10 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)6=97/0-1-8, 7=787/0-3-8, 11=893/0-3-8 Max Horiz 11=-102 (LC 8) Max Uplift 6=-125 (LC 3) Max Grav 6=97 (LC 1), 7=797 (LC 3), 11=893 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-372/0, 2-3=-847/20, 3-4=-630/39, 4-5=-851/25, 5-6=-356/22 BOT CHORD 1-11=0/278, 9-11=-24/720, 8-9=0/633, 7-8=0/738, 6-7=0/226 WEBS 2-11=-841/106, 2-9=-139/98, 3-9=0/238, 4-9=-86/82, 4-8=0/226, 5-8=-151/111, 5-7=-703/5 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 9-1-4, Exterior(2E) 9-1-4 to 13-1-4, Exterior(2R) 13-1-4 to 17-7-9, Interior (1) 17-7-9 to 22-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 6. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 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. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)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-Bedford A Bonus Room I52382774T43Hip1118030029-S 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 19:44:41 Page: 1 ID:eCIS8FiXpnlKChIXmSR26fyAKue-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 =3x5 =MT18HS 10x12 =3x5 =MT18HS 10x12 =2x4 =4x6 =3x6 1 8 7 6 4 9 5 1310 2 1112 3 8-0-0 15-1-4 7-1-4 7-1-4 7-1-4 22-2-8 0-1-12 1-1-12 0-1-12 21-2-8 1-0-0 22-2-8 1-0-0 1-0-0 5-9-12 21-0-12 5-9-12 6-11-8 8-3-8 15-3-00-8-05-4-13Scale = 1:49.9 Plate Offsets (X, Y):[1:0-3-9,0-1-8], [2:0-4-0,0-2-8], [3:0-8-0,0-1-8], [4:0-3-9,0-1-8] 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 0.98 Vert(LL)-0.10 6-7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.47 Vert(CT)-0.22 6-7 >999 180 MT18HS 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT)0.02 5 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 WEBS 2x4 SPF No.2 *Except* 7-2,6-3:2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 1-3-7, Right 2x4 SPFStud -- 1-3-7 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 3-7 REACTIONS (lb/size)5=888/0-3-8, 9=888/0-3-8 Max Horiz 9=-81 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-210/51, 2-3=-726/25, 3-4=-211/51 BOT CHORD 1-9=0/116, 7-9=0/730, 6-7=0/725, 5-6=0/730, 4-5=0/116 WEBS 2-9=-857/0, 2-7=0/301, 3-7=-82/83, 3-6=0/300, 3-5=-856/0 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 zoneand C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to7-1-4, Exterior(2R) 7-1-4 to 11-4-3, Interior (1) 11-4-3 to15-1-4, Exterior(2R) 15-1-4 to 19-4-3, Interior (1) 19-4-3to 22-2-8 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 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)The Fabrication Tolerance at joint 2 = 12% 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382775T44Hip1118030029-S 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 19:44:41 Page: 1 ID:bbQCZwjnLP?2R?RvutUWB4yAKuc-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 =3x6 =4x8 =3x10 =3x10 =6x8 =4x8 =4x5 =8x10 =2x4 =3x5 =4x5 =6x8 =3x5 =2x4 =6x12 =3x5 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 LUS26 Special Special 16 17 15 11 23 10 9 814 18 19 1320 21 22 121 2 24 7 25 63 5 4 0-11-4 12-6-5 2-0-13 2-0-13 3-8-9 16-2-14 3-10-5 20-1-3 4-0-14 24-2-1 4-7-12 11-7-0 4-10-8 6-11-5 1-0-3 24-2-1 2-3-9 2-3-9 2-1-11 14-6-4 4-3-0 18-9-4 4-4-9 23-1-14 4-7-12 6-11-5 5-5-4 12-4-91-4-00-8-01-0-09-0-11Scale = 1:68.8 Plate Offsets (X, Y):[8:Edge,0-0-10], [8:0-3-1,0-8-13], [12:0-4-8,0-3-0], [13:0-3-4,0-4-8] 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 0.23 Vert(LL)-0.06 12-13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.80 Vert(CT)-0.11 12-13 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(CT)0.06 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 464 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 15-2,11-8:2x6 SP 2400F 2.0E, 5-11:2x4 SPF No.2 WEBS 2x4 SPF Stud *Except*12-3,12-4,12-6,10-6,9-6:2x4 SPF No.2 WEDGE Right: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 ocbracing. REACTIONS (lb/size)8=-287/0-3-2, 10=8362/0-3-8, 16=3590/0-3-8 Max Horiz 16=-146 (LC 4) Max Uplift 8=-454 (LC 21) Max Grav 8=-56 (LC 5), 10=8362 (LC 1), 16=3594 (LC 21) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-3417/0, 2-3=-3471/0, 3-4=-13/170, 4-5=0/170, 5-6=0/207, 6-7=0/1003, 7-8=0/983, 1-16=-3427/0 BOT CHORD 15-16=-75/269, 14-15=-405/0, 2-14=0/534, 13-14=0/4707, 12-13=0/2829, 11-12=0/116, 5-12=-168/55, 10-11=-603/0, 9-10=-1000/0, 8-9=-760/0 WEBS 2-13=-1944/0, 3-13=0/3973, 3-12=-3739/0, 4-12=-274/0, 10-12=-2354/0, 6-12=0/4030, 6-10=-6222/0, 6-9=-100/1124, 7-9=-257/67, 1-15=0/2877 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 - 3 rows staggered at 0-5-0 oc, 2x4 - 1 row at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)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 454 lb uplift at joint 8. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-4-12 from the left end to 11-4-12 to connect truss(es) to front face of bottom chord. 9)Use Simpson Strong-Tie LUS26 (4-SD9112 Girder, 4- SD9212 Truss, Single Ply Girder) or equivalent at 13-4-12 from the left end to connect truss(es) to front face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. 12)Special hanger(s) or other connection device(s) shall be provided starting at 15-4-12 from the left end to 17-4-12 sufficient to connect truss(es) to front face of top chord. The design/selection of such special connection device (s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-60, 4-8=-60, 15-16=-20, 12-14=-20, 8-11=-20 Concentrated Loads (lb) Vert: 17=-1079 (F), 18=-1079 (F), 19=-1079 (F), 20=-1079 (F), 21=-1079 (F), 22=-1079 (F), 23=-1079 (F), 24=-1099 (F), 25=-1099 (F) Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382776TG1Roof Special Girder 1 318030029-S 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 19:44:42 Page: 1 ID:3n_amGkP6i8v3905Rb?ljHyAKub-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 =3x5 =3x10 =3x10 =4x5 =3x8 =4x6 =5x10 =5x10 =3x5 =3x5 =3x8 =3x8 =3x5 =5x10 =3x5 =4x5 =6x12 =3x5 NAILED NAILED NAILEDNAILED NAILEDNAILED NAILEDSpecial NAILED NAILED NAILED NAILED 38 37 36 35 50 3451333231 3052 29 28 275326 25 245423 22 21 20 48 55 19 4439 49 1817 42 47 161 4540 15214 4643 13 41 12 113104 95 6 8 7 1-8-1 1-8-1 4-1-7 20-2-1 4-1-7 24-3-8 4-4-0 28-7-8 4-1-7 16-0-11 5-1-9 6-9-11 5-1-9 11-11-4 1-0-0 28-7-8 1-8-1 1-8-1 4-1-7 16-0-11 5-1-9 11-11-4 5-1-9 6-9-11 5-3-10 27-7-8 6-3-3 22-3-143-10-00-8-011-9-8Scale = 1:82.3 Plate Offsets (X, Y):[17:0-2-4,0-2-4], [20:Edge,0-0-10], [20:0-3-1,0-8-13] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL)-0.03 27 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.32 Vert(CT)-0.06 27 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(CT)0.01 20 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 728 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-37,24-16,38-1,37-1:2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 39-6,40-5,35-41,42-8,30-43,44-11,26-46:2x4 SPF No.2 WEDGE Right: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 37-38,36-37,35-36,34-35,33-34. JOINTS 1 Brace at Jt(s): 39, 40, 42, 43, 44, 45, 47 REACTIONS (lb/size)20=1397/0-3-8, 35=807/7-10-8, 36=1494/7-10-8, 37=139/7-10-8, 38=-178/7-10-8 Max Horiz 38=-210 (LC 4) Max Uplift 20=-144 (LC 9), 35=-128 (LC 8), 36=-155 (LC 8), 37=-25 (LC 26), 38=-228 (LC 15) Max Grav 20=1397 (LC 1), 35=807 (LC 1), 36=1494 (LC 1), 37=170 (LC 21), 38=82 (LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-45/128, 2-3=-77/405, 3-4=-455/118, 4-5=-501/134, 5-6=-492/152, 6-7=-439/153, 7-8=-434/146, 8-9=-463/131, 9-10=-535/119, 10-11=-960/180, 11-12=-1045/174, 12-13=-1104/156, 13-14=-1797/301, 14-15=-1873/292, 15-16=-1864/262, 16-18=-1927/261, 18-19=-1969/251, 19-20=-2124/230, 1-38=-78/200 BOT CHORD 37-38=-168/191, 36-37=-182/183, 35-36=-353/219, 34-35=-353/219, 33-34=-353/219, 31-33=-78/872, 30-31=-78/872, 29-30=-78/872, 28-29=-94/1305, 27-28=-94/1305, 26-27=-94/1305, 25-26=-94/1305,24-25=-94/1305, 23-24=-150/1600,22-23=-150/1600, 21-22=-150/1600,20-21=-150/1600 WEBS 2-37=-71/214, 2-36=-346/119, 3-36=-1457/176, 3-41=-124/1092, 40-41=-145/1248, 39-40=-132/1203, 33-39=-173/1292, 7-33=-126/307, 33-42=-1153/241, 42-43=-1173/246, 10-43=-1092/229, 10-29=-184/947, 29-44=-804/182, 44-45=-785/178, 45-46=-860/193, 13-46=-631/161, 13-47=-172/698, 24-47=-170/684, 24-48=-236/84, 48-49=-131/72, 16-49=-82/82, 1-37=-141/76, 6-39=-43/84, 34-39=-105/60, 5-40=-63/25, 4-41=-145/16, 35-41=-344/46, 8-42=-30/47, 31-42=-173/60, 9-43=-23/78, 30-43=-24/140, 11-44=-26/100, 28-44=-28/42, 12-45=-25/69, 27-45=-88/35, 26-46=-33/247, 14-47=-28/87, 25-47=-50/44, 15-48=-121/37, 23-49=-14/59, 18-22=-15/25, 19-21=-35/180 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382777TG2Common Girder 1 218030029-S 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 19:44:42 Page: 1 ID:XzXyzcl2t0GmhJbI?IW_GVyAKua-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 228 lb uplift at joint 38, 25 lb uplift at joint 37, 155 lb uplift at joint 36, 128 lb uplift at joint 35 and 144 lb uplift at joint 20. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nailsper NDS guidelines. 12)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 407 lb down and 125 lb up at 26-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-7=-60, 7-20=-60, 20-38=-20 Concentrated Loads (lb) Vert: 31=-16 (B), 42=-128 (B), 28=-16 (B), 44=-128 (B), 25=-16 (B), 47=-128 (B), 50=-144 (B), 51=-16 (B), 52=-144 (B), 53=-144 (B), 54=-382 (B), 55=-128 (B) Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382777TG2Common Girder 1 218030029-S 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 19:44:42 Page: 2 ID:XzXyzcl2t0GmhJbI?IW_GVyAKua-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 5.6612 =3x5 =3x5 =3x8 =2x4 =3x5 =2x4 NAILED NAILED NAILED NAILED 7 6 8 5 9 4 1 2 3 3-9-15 3-9-15 3-9-15 7-7-13 0-3-13 1-8-1 1-4-4 1-4-4 2-9-7 4-5-8 3-2-5 7-7-134-3-50-8-04-3-5Scale = 1:43.3 Plate Offsets (X, Y):[7:0-3-10,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL)0.01 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.16 Vert(CT)-0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 33 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)4=272/ Mechanical, 6=457/0-4-15 Max Horiz 6=99 (LC 5) Max Uplift 4=-71 (LC 8), 6=-57 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-7=-57/19, 1-2=-19/129, 2-3=-85/33, 3-4=-89/18 BOT CHORD 6-7=-67/25, 5-6=-89/217, 4-5=-104/269 WEBS 2-6=-395/64, 2-5=-56/175, 2-4=-292/123 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 71 lb uplift at joint 4 and 57 lb uplift at joint 6. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 7)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 4-7=-20 Concentrated Loads (lb) Vert: 8=-64 (F=-32, B=-32), 9=-75 (F=-38, B=-38) Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382778TG3Diagonal Hip Girder 1 118030029-S 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 19:44:43 Page: 1 ID:ipAhjZgHHAVczO88f2Pa0EyAKug-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =2x4 =5x10 =3x5 =4x6 =3x8 =2x4 =2x4 =3x8 =6x10 =2x4 =2x4 =3x5Special NAILED NAILED NAILED NAILED NAILED NAILED Special 1 13 12 11 15 10 16 17 9 18 19 8 7 6 1423 4 5 3-11-7 17-1-4 3-11-7 9-0-11 4-1-3 13-1-13 5-1-4 5-1-4 5-1-4 22-2-8 0-1-12 1-1-12 0-1-12 21-2-8 1-0-0 1-0-0 1-0-0 22-2-8 3-9-12 21-0-12 3-9-12 4-11-8 4-1-3 17-3-0 4-1-3 13-1-13 4-1-3 9-0-110-8-04-0-13Scale = 1:47.3 Plate Offsets (X, Y):[2:0-2-8,0-2-12], [5:0-3-8,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL)-0.03 9-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.30 Vert(CT)-0.06 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT)0.02 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 223 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 12-3,9-3,9-5:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except2-0-0 oc purlins (6-0-0 max.): 2-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)7=1583/0-3-8, 13=1582/0-3-8 Max Horiz 13=-59 (LC 25) Max Uplift 7=-204 (LC 9), 13=-203 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-588/99, 2-3=-1478/268, 3-4=-2158/326, 4-5=-2158/326, 5-6=-576/97 BOT CHORD 1-13=-55/400, 12-13=-254/1518, 10-12=-331/2161, 9-10=-331/2161, 8-9=-206/1505, 7-8=-210/1521, 6-7=-54/390 WEBS 2-13=-1492/218, 2-12=-189/1054, 3-12=-954/159, 3-10=-36/404, 3-9=-39/43, 4-9=-255/62, 5-9=-154/929, 5-8=-87/453, 5-7=-1507/221 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)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 203 lb uplift at joint 13 and 204 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. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 352 lb down and 115 lb up at 5-1-4, and 352 lb down and 115 lb up at 17-0-8 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-5=-60, 5-6=-60, 1-6=-20 Concentrated Loads (lb) Vert: 11=-122 (F), 12=-328 (F), 8=-328 (F), 15=-122 (F), 16=-122 (F), 17=-122 (F), 18=-122 (F), 19=-122 (F) Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382779TG4Hip Girder 1 218030029-S 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 19:44:43 Page: 1 ID:?A5LBymgeKOdITAUZ01DpiyAKuZ-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 6 7 4 5 1 2 3 3-6-9 3-6-9 3-6-9 7-1-2 0-1-12 1-5-15 1-4-4 1-4-4 2-8-3 4-2-3 2-10-15 7-1-24-0-20-8-04-0-2Scale = 1:41.2 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 0.20 Vert(LL)0.00 5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(CT)-0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 32 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=234/ Mechanical, 6=356/0-4-15 Max Horiz 6=92 (LC 5) Max Uplift 4=-62 (LC 8), 6=-32 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-7=-11/6, 1-2=-18/146, 2-3=-76/28, 3-4=-79/18 BOT CHORD 6-7=-4/3, 5-6=-81/187, 4-5=-98/233 WEBS 1-6=-89/26, 2-6=-375/68, 2-5=-50/142, 2-4=-260/117 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 62 lb uplift at joint 4 and 32 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: 5=-46 (F=-23, B=-23) Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382780TG5Diagonal Hip Girder 2 118030029-S 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 19:44:44 Page: 1 ID:ipAhjZgHHAVczO88f2Pa0EyAKug-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 5.6612 =3x5 =2x4 =4x8 =2x4 =4x5 =2x4 NAILED NAILED NAILED NAILED 1 6 8 5 9 4 2 7 3 4-8-4 4-8-4 4-8-13 9-5-1 0-0-6 9-5-1 0-2-8 1-6-11 1-4-4 1-4-4 3-9-7 5-4-2 4-0-9 9-4-115-1-50-8-05-1-5Scale = 1:45.6 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 0.35 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.26 Vert(CT)-0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 46 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)4=448/0-4-3, 6=509/0-4-15 Max Horiz 6=106 (LC 7) Max Uplift 4=-100 (LC 8), 6=-67 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-75/140, 2-3=-95/33, 3-4=-105/18 BOT CHORD 1-6=-52/83, 5-6=-119/407, 4-5=-139/484 WEBS 2-5=-77/295, 2-4=-541/182, 2-6=-570/84 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 4 and 67 lb uplift at joint 6. 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. 5)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 6)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 1-4=-20 Concentrated Loads (lb) Vert: 8=-26 (F=-13, B=-13), 9=-189 (F=-95, B=-95) Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382781TG6Roof Special Girder 1 118030029-S 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 19:44:44 Page: 1 ID:?A5LBymgeKOdITAUZ01DpiyAKuZ-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 =3x5 =6x8 =3x8 =4x5 =2x4 Special NAILED NAILED NAILEDNAILED NAILED NAILED NAILED Special 1 8 9 7 1011 6 2 12 3 4 5 4-4-8 8-11-8 4-7-1 4-7-1 4-8-0 13-7-8 1-0-0 1-0-0 3-7-1 4-7-1 4-4-8 8-11-8 4-8-0 13-7-89-9-00-8-09-9-0Scale = 1:68.2 Plate Offsets (X, Y):[1:Edge,0-0-6], [1:0-3-1,0-8-13], [7:0-3-8,0-4-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL)-0.04 7-8 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.86 Vert(CT)-0.08 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(CT)0.01 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 82 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-8:2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or4-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-6 REACTIONS (lb/size)1=995/0-3-8, 6=1838/0-3-8 Max Horiz 1=224 (LC 5) Max Uplift 1=-36 (LC 8), 6=-62 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1537/97, 2-4=-1010/86, 4-5=-147/75, 5-6=-121/37 BOT CHORD 1-8=-156/1198, 7-8=-156/1198, 6-7=-103/782 WEBS 2-8=-36/416, 2-7=-522/123, 4-7=-114/1160, 4-6=-1358/176 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 6 and 36 lb uplift at joint 1. 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. 5)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 6)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 698 lb down and 157 lb up at 7-0-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7)Special hanger(s) or other connection device(s) shall be provided at 13-2-4 from the left end sufficient to connect truss(es) to front face of top chord. The design/selection of such special connection device(s) is the responsibility of others. 8)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-5=-60, 1-6=-20 Concentrated Loads (lb) Vert: 6=-475 (F), 7=-149 (F), 4=-59 (F), 9=-665 (F), 10=-89 (F), 11=-209 (F), 12=-119 (F) Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382782TG7Roof Special Girder 1 118030029-S 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 19:44:44 Page: 1 ID:TMfjOImIOdWUwclg7jYSLwyAKuY-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 =4x8 =4x8 =2x4 =3x5 =2x4 NAILED NAILED NAILED NAILED 7 6 5 10 4 9 1 2 8 3 4-10-11 4-10-11 4-10-11 9-9-7 0-1-13 1-6-0 1-4-4 1-4-4 4-0-5 5-6-5 4-3-2 9-9-75-3-60-8-05-3-6Scale = 1:46.3 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 0.37 Vert(LL)-0.03 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.52 Vert(CT)-0.06 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(CT)0.01 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 44 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-2:2x4 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 10-0-0 oc bracing. REACTIONS (lb/size)4=485/ Mechanical, 6=527/0-4-15 Max Horiz 6=111 (LC 7) Max Uplift 4=-102 (LC 8), 6=-66 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-7=-22/14, 1-2=-32/200, 2-3=-98/35, 3-4=-110/18 BOT CHORD 6-7=-4/3, 5-6=-121/439, 4-5=-142/522 WEBS 1-6=-120/44, 2-6=-691/104, 2-5=-81/364, 2-4=-592/188 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 102 lb uplift at joint 4 and 66 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: 9=-41 (F=-20, B=-20), 10=-212 (F=-106, B=-106) Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382783TG8Diagonal Hip Girder 1 118030029-S 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 19:44:44 Page: 1 ID:A0k4wvhv2UdTaYjKClwpZRyAKuf-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =2x4 =5x10 =3x5 =2x4 =3x8 =5x6 =3x5 =3x5 =3x5 NAILED NAILED NAILED Special Special NAILED NAILED NAILED NAILED NAILED 13 14 15 1 10 9 8 7 6 5 2 412113 2-11-15 2-11-15 2-7-4 13-7-8 4-0-2 7-0-2 4-0-2 11-0-4 0-1-12 1-1-12 1-0-0 1-0-0 1-8-7 2-10-3 2-5-8 13-7-8 4-1-14 7-0-2 4-1-14 11-2-00-8-00-11-22-8-0Scale = 1:40.5 Plate Offsets (X, Y):[1:Edge,0-0-10], [2:0-2-8,0-2-12], [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 0.10 Vert(LL)-0.01 8 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)-0.01 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(CT)0.00 6 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 2x6 SPF No.2 WEBS 2x4 SPF Stud SLIDER Right 2x4 SPF Stud -- 1-7-3 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)6=519/0-3-8, 10=651/0-3-8 Max Horiz 10=36 (LC 5) Max Uplift 6=-73 (LC 9), 10=-109 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-161/51, 2-3=-421/117, 3-4=-468/109, 4-6=-674/116 BOT CHORD 1-10=-36/104, 9-10=-107/437, 8-9=-155/772, 7-8=-155/772, 6-7=-83/481 WEBS 2-10=-526/92, 2-9=-65/284, 3-9=-416/80, 3-8=0/177, 3-7=-364/81, 4-7=0/235 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)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 73 lb uplift at joint 6 and 109 lb uplift at joint 10. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 lb down and 90 lb up at 11-0-4 on top chord, and 92 lb down and 75 lb up at 2-11-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 1-6=-20 Concentrated Loads (lb) Vert: 4=-5 (B), 9=-76 (B), 8=0 (B), 13=0 (B), 14=0 (B), 15=0 (B) Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382784TG9Hip Girder 1 218030029-S 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 19:44:45 Page: 1 ID:xYD5cenw9xeLYmKtgR3hu7yAKuX-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 =3x5 =2x4 5 3 4 1 2 4-1-6 0-1-12 1-6-0 1-4-4 1-4-4 2-7-6 4-1-62-7-40-8-02-7-4Scale = 1:27.8 Plate Offsets (X, Y):[5:0-3-0,0-1-12] 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 0.30 Vert(LL)0.00 3-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.05 Vert(CT)0.00 3-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT)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 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=80/ Mechanical, 4=226/0-4-15 Max Horiz 4=56 (LC 5) Max Uplift 3=-16 (LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-9/2, 1-2=-28/186, 2-3=-63/29 BOT CHORD 4-5=-4/3, 3-4=-19/15 WEBS 1-4=-141/41, 2-4=-176/13 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; 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 16 lb uplift at joint 3. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382785TG10Diagonal Hip Girder 1 118030029-S 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 19:44:45 Page: 1 ID:IFVZ5XeO_F726wPZzvstPbyAKuj-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 39 38 37 36 35 34 3332 31 30 29 28 27 26 25 24 23 22 21 20 191 182 173 164 155 146 137 128 119 10 12-7-0 12-7-0 12-7-0 25-2-1 0-11-15 0-11-15 24-2-2 25-2-10-8-09-0-11Scale = 1:60.5 Plate Offsets (X, Y):[19: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 0.08 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 0.10 Horiz(TL)0.00 21 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 315 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*29-10,30-9,31-8,33-7,28-11,27-12,26-13:2x4SPF 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 ocbracing. WEBS 1 Row at midpt 10-29 REACTIONS (lb/size)21=205/23-2-1, 22=59/23-2-1, 23=117/23-2-1, 24=105/23-2-1,25=106/23-2-1, 26=107/23-2-1,27=104/23-2-1, 28=116/23-2-1,29=151/23-2-1, 30=116/23-2-1,31=104/23-2-1, 33=107/23-2-1,34=106/23-2-1, 35=105/23-2-1,36=117/23-2-1, 37=59/23-2-1, 38=205/23-2-1 Max Horiz 38=142 (LC 9) Max Uplift 21=-54 (LC 12), 22=-110 (LC 8), 23=-7 (LC 12), 24=-20 (LC 13), 25=-14 (LC 13), 26=-16 (LC 13), 27=-23 (LC 13), 31=-23 (LC 12), 33=-16 (LC 12), 34=-14 (LC 12), 35=-21 (LC 12), 36=-8 (LC 13), 37=-120 (LC 9), 38=-62 (LC 8) Max Grav 21=253 (LC 19), 22=147 (LC 11), 23=122 (LC 26), 24=108 (LC 20), 25=107 (LC 26), 26=107 (LC 1), 27=105 (LC 26), 28=116 (LC 1), 29=190 (LC 22), 30=116 (LC 1), 31=105 (LC 25), 33=107 (LC 1), 34=107 (LC 25), 35=109 (LC 19), 36=122 (LC 25), 37=157 (LC 10), 38=262 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-39=-17/27, 1-2=-60/127, 2-3=-76/121, 3-4=-36/107, 4-5=-34/113, 5-6=-48/119, 6-7=-65/134, 7-8=-83/158, 8-9=-103/187, 9-10=-112/199, 10-11=-112/199,11-12=-103/187, 12-13=-83/158,13-14=-65/133, 14-15=-48/116,15-16=-30/110, 16-17=-30/105,17-18=-68/115, 18-19=-55/123, 19-20=-16/25 BOT CHORD 38-39=-99/69, 37-38=-94/63, 36-37=-94/63, 35-36=-94/63, 34-35=-94/63, 33-34=-94/63, 31-33=-94/63, 30-31=-94/63, 29-30=-94/63, 28-29=-94/63, 27-28=-94/63, 26-27=-94/63, 25-26=-94/63, 24-25=-94/63, 23-24=-94/63, 22-23=-94/63, 21-22=-94/63, 20-21=-94/63 WEBS 10-29=-178/72, 9-30=-90/12, 8-31=-79/39, 7-33=-81/32, 6-34=-79/31, 5-35=-80/33, 4-36=-85/28, 3-37=-94/66, 2-38=-142/43, 11-28=-90/12, 12-27=-79/39, 13-26=-81/32, 14-25=-79/31, 15-24=-80/33, 16-23=-85/28, 17-22=-91/63, 18-21=-142/40 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 Corner(3E) 0-1-12 to 3-3-0, Exterior(2N) 3-3-0 to 12-7-0, Corner(3R) 12-7-0 to 15-7-0, Exterior(2N) 15-7-0 to 25-0-5 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382786TGE1Common Supported Gable 1 118030029-S 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 19:44:45 Page: 1 ID:mR3xItf0lZFvj4_lXdN6xpyAKui-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 June 7,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 8)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 23 lb uplift at joint 31, 16 lb uplift at joint 33, 14 lb uplift at joint 34, 21 lb uplift at joint 35, 8 lb uplift at joint 36, 120 lb uplift at joint 37, 62 lb uplift at joint 38, 23 lb uplift at joint 27, 16 lb uplift at joint 26, 14 lb uplift at joint 25, 20 lb uplift at joint 24, 7 lb uplift at joint 23, 110 lb uplift at joint 22 and 54 lb uplift at joint 21. 9)N/A 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382786TGE1Common Supported Gable 1 118030029-S 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 19:44:45 Page: 2 ID:mR3xItf0lZFvj4_lXdN6xpyAKui-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =4x5 =3x5 18 17 16 15 14 13 12 11 10 91 2 8 201973 64 5 6-1-7 6-1-7 6-1-7 12-2-15 1-0-0 1-0-0 11-2-15 12-2-150-8-04-9-0Scale = 1:37 Plate Offsets (X, Y):[9:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horiz(TL)0.00 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 96 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)11=214/10-2-15, 12=54/10-2-15, 13=128/10-2-15, 14=163/10-2-15, 15=128/10-2-15, 16=54/10-2-15, 17=214/10-2-15 Max Horiz 17=-74 (LC 8) Max Uplift 11=-20 (LC 12), 12=-48 (LC 8), 13=-4 (LC 13), 15=-4 (LC 12), 16=-50 (LC 9), 17=-21 (LC 13) Max Grav 11=247 (LC 26), 12=90 (LC 20), 13=133 (LC 26), 14=163 (LC 1), 15=133 (LC 25), 16=92 (LC 19), 17=247 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-7/22, 1-2=-17/120, 2-3=-10/91, 3-4=-13/104, 4-5=-31/120, 5-6=-31/120, 6-7=-13/104, 7-8=-9/91, 8-9=-16/119, 9-10=-7/22 BOT CHORD 17-18=-80/28, 16-17=-80/28, 15-16=-80/28,14-15=-80/28, 13-14=-80/28, 12-13=-80/28,11-12=-80/28, 10-11=-80/28 WEBS 5-14=-140/0, 4-15=-95/39, 3-16=-69/46, 2-17=-154/88, 6-13=-95/39, 7-12=-68/46, 8-11=-154/88 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-1-12 to 3-1-12, Exterior(2N) 3-1-12 to 6-1-7, Corner(3R) 6-1-7 to 9-1-7, Exterior(2N) 9-1-7 to 12-1-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 15, 50 lb uplift at joint 16, 21 lb uplift at joint 17, 4 lb uplift at joint 13, 48 lb uplift at joint 12 and 20 lb uplift at joint 11. 9)N/A 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EPCON RT MASTERS-Bedford A Bonus Room I52382787TGE2Common Supported Gable 1 118030029-S 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 19:44:46 Page: 1 ID:mR3xItf0lZFvj4_lXdN6xpyAKui-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 =3x5 =3x5 22 21 20 19 18 17 16 15 14 13 12 1 2 23 3 4 5 6 7 8 24 9 10 11 14-4-8 14-4-810-3-00-8-010-3-0Scale = 1:56.5 Plate Offsets (X, Y):[2:0-3-0,0-3-4] 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 0.39 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.56 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horiz(TL)0.00 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 204 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 11-12:2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except*18-5,19-4,20-3,21-2:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 11-12, 10-13, 9-14 REACTIONS (lb/size)12=33/13-4-8, 13=115/13-4-8, 14=107/13-4-8, 15=107/13-4-8, 16=106/13-4-8, 17=110/13-4-8, 18=96/13-4-8, 19=156/13-4-8, 20=-106/13-4-8, 21=404/13-4-8 Max Horiz 21=238 (LC 9) Max Uplift 12=-75 (LC 11), 13=-13 (LC 12), 14=-13 (LC 9), 15=-21 (LC 12), 16=-15 (LC 12), 17=-12 (LC 12), 18=-33 (LC 12), 20=-411 (LC 9), 21=-65 (LC 8) Max Grav 12=73 (LC 8), 13=128 (LC 20), 14=114 (LC 19), 15=107 (LC 1), 16=106 (LC 19), 17=110 (LC 1), 18=105 (LC 19), 19=181 (LC 20), 20=182 (LC 10), 21=591 (LC 20) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-22=-105/67, 1-3=-516/314, 3-4=-300/213, 4-5=-303/215, 5-6=-267/198, 6-7=-234/182, 7-8=-202/166, 8-9=-170/151, 9-10=-133/137, 10-11=-72/77, 11-12=-45/53 BOT CHORD 21-22=-233/363, 20-21=-101/124, 19-20=-101/124, 18-19=-101/124, 17-18=-101/124, 16-17=-101/124, 15-16=-101/124, 14-15=-101/124, 13-14=-101/124, 12-13=-101/124 WEBS 10-13=-132/97, 9-14=-82/50, 8-15=-80/46, 7-16=-80/42, 6-17=-81/43, 5-18=-79/49, 4-19=-99/16, 3-20=-207/374, 2-21=-314/88 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-1-12 to 3-1-12, Exterior(2N) 3-1-12 to 14-2-12 zone; cantilever left and rightexposed ; end vertical left and right exposed;C-C formembers and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)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 75 lb uplift at joint 12, 13 lb uplift at joint 13, 13 lb uplift at joint 14, 21 lb uplift at joint 15, 15 lb uplift at joint 16, 12 lb uplift at joint 17, 33 lb uplift at joint 18, 411 lb uplift at joint 20 and 65 lb uplift at joint 21. 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-Bedford A Bonus Room I52382788TGE3Monopitch Supported Gable 1 118030029-S 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 19:44:46 Page: 1 ID:EdcJVDffWsNlLEZy5KuLU0yAKuh-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 12 11 10 9 8 7 1 2 3 13 14 4 5 6 6-9-8 6-9-85-2-50-8-05-2-5Scale = 1:30.8 Plate Offsets (X, Y):[12:0-3-13,0-1-8] 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 0.17 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 0.05 Horiz(TL)0.00 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 60 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)7=36/5-9-8, 8=110/5-9-8, 9=122/5-9-8, 10=42/5-9-8, 11=210/5-9-8 Max Horiz 11=115 (LC 9) Max Uplift 7=-26 (LC 9), 8=-10 (LC 12), 10=-124 (LC 9), 11=-27 (LC 8) Max Grav 7=49 (LC 19), 8=110 (LC 1), 9=122 (LC 1), 10=118 (LC 10), 11=262 (LC 20) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-12=-83/37, 1-2=-231/148, 2-3=-261/173, 3-4=-156/112, 4-5=-116/100, 5-6=-60/64, 6-7=-42/47 BOT CHORD 11-12=-147/237, 10-11=-54/70, 9-10=-54/70, 8-9=-54/70, 7-8=-54/70 WEBS 5-8=-85/86, 4-9=-86/62, 3-10=-135/174, 2-11=-134/50 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 3-1-12, Exterior(2N) 3-1-12 to 6-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 26 lb uplift at joint 7, 10 lb uplift at joint 8, 124 lb uplift at joint 10 and 27 lb uplift at joint 11. 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-Bedford A Bonus Room I52382789TGE4Monopitch Supported Gable 1 118030029-S 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 19:44:46 Page: 1 ID:EdcJVDffWsNlLEZy5KuLU0yAKuh-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