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HomeMy WebLinkAbout1561 Marin stamped truss drawings16023 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). December 30,2021 Liu, Xuegang Pages or sheets covered by this seal: I49466726 thru I49466837 My license renewal date for the state of Indiana is July 31, 2022. 21110117-A Kaveney Res-Roof Trusses 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. 1212 Sheet Front1 Ply 7/16" 4x8 OSB =4x5 9116 15 14 13 12 11 10 82 3 7 1817 4 6 5 0-10-8 12-1-7 0-10-8 -0-10-8 5-7-7 5-7-7 5-7-7 11-2-15 11-2-156-10-150-11-06-6-7Scale = 1:42.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT)0.00 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 110 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* 13-5:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)10=127/11-2-15, 11=124/11-2-15, 12=173/11-2-15, 13=150/11-2-15, 14=173/11-2-15, 15=124/11-2-15, 16=127/11-2-15 Max Horiz 16=-120 (LC 10) Max Uplift 10=-32 (LC 9), 11=-79 (LC 13), 12=-47 (LC 13), 14=-47 (LC 12), 15=-82 (LC 12), 16=-45 (LC 8) Max Grav 10=139 (LC 19), 11=157 (LC 20), 12=177 (LC 20), 13=180 (LC 22), 14=177 (LC 19), 15=161 (LC 19), 16=150 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-16=-124/48, 1-2=0/43, 2-3=-83/79, 3-4=-63/94, 4-5=-99/188, 5-6=-99/188, 6-7=-53/93, 7-8=-71/65, 8-9=0/43, 8-10=-115/49 BOT CHORD 15-16=-57/81, 14-15=-57/81, 13-14=-57/81, 12-13=-57/81, 11-12=-57/81, 10-11=-57/81 WEBS 5-13=-210/63, 4-14=-138/110, 3-15=-113/121, 6-12=-138/110, 7-11=-110/121 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -0-10-8 to 2-1-8, Exterior(2N) 2-1-8 to 5-7-7, Corner(3R) 5-7-7 to 8-7-7, Exterior(2N) 8-7-7 to 12-1-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 16, 32 lb uplift at joint 10, 47 lb uplift at joint 14, 82 lb uplift at joint 15, 47 lb uplift at joint 12 and 79 lb uplift at joint 11. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466726TGE1Common Supported Gable 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:56 Page: 1 ID:wo7YdLzZmVFO_g?4n5Z8OTyAx4M-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x8 =5x6 =5x6 =4x5 =2x4 =5x6 =5x6 =3x8 1 5 2 8 7 6 4 9 10 3 0-10-8 12-1-7 0-10-8 -0-10-8 5-7-7 5-7-7 5-7-7 11-2-15 5-7-7 5-7-7 5-7-7 11-2-156-10-150-11-06-6-7Scale = 1:45.6 Plate Offsets (X, Y):[2:0-1-10,0-0-14], [4:0-1-10,0-0-14] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL)-0.01 4-7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.24 Vert(CT)-0.02 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 64 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E -- 3-7-13, Right 2x8SP 2400F 2.0E -- 3-7-13 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=502/0-3-8, 4=502/0-3-8 Max Horiz 2=103 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/18, 2-3=-412/44, 3-4=-412/44, 4-5=0/18 BOT CHORD 2-7=0/222, 4-7=0/222 WEBS 3-7=0/259 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) -0-10-8 to 2-1-8, Interior (1) 2-1-8 to 5-7-7, Exterior(2R) 5-7-7 to 8-7-7, Interior (1) 8-7-7 to 12-1-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)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 Kaveney Res-Roof Trusses I49466727T2Common1121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:00 Page: 1 ID:hoYjASfFuV_4sg04Gd52L_yAx4m-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212Sheet Front 1 Ply 7/16" 4x8 OSB =4x5 1 712 11 10 9 8 2 6 3 5 4 0-10-8 -0-10-8 0-10-8 8-10-8 4-0-0 8-0-0 4-0-0 4-0-0 8-0-05-3-70-11-04-11-0Scale = 1:34.2 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 0.11 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 67 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)8=139/8-0-0, 9=154/8-0-0, 10=153/8-0-0, 11=154/8-0-0, 12=139/8-0-0 Max Horiz 12=94 (LC 11) Max Uplift 8=-21 (LC 12), 9=-69 (LC 13), 11=-70 (LC 12), 12=-24 (LC 13) Max Grav 8=139 (LC 26), 9=180 (LC 20), 10=166 (LC 22), 11=182 (LC 19), 12=140 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-12=-121/110, 1-2=0/43, 2-3=-70/61, 3-4=-91/166, 4-5=-90/167, 5-6=-64/57, 6-7=0/43, 6-8=-121/110 BOT CHORD 11-12=-43/63, 10-11=-43/63, 9-10=-43/63, 8-9=-43/63 WEBS 4-10=-173/38, 3-11=-134/141, 5-9=-133/140 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) -0-10-8 to 2-0-0, Exterior(2N) 2-0-0to 4-0-0, Corner(3R) 4-0-0 to 7-0-0, Exterior(2N) 7-0-0 to8-10-8 zone; cantilever left and right exposed ; endvertical left and right exposed;C-C for members andforces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 12, 21 lb uplift at joint 8, 70 lb uplift at joint 11 and 69 lb uplift at joint 9. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466728TGE2Common Supported Gable 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:57 Page: 1 ID:wo7YdLzZmVFO_g?4n5Z8OTyAx4M-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x8 =5x6 =4x5 =2x4 =5x6 =3x8 1 5 2 8 7 6 4 109 3 0-10-8 8-10-8 0-10-8 -0-10-8 4-0-0 8-0-0 4-0-0 4-0-0 4-0-0 8-0-0 4-0-0 4-0-05-3-70-11-04-11-0Scale = 1:36.1 Plate Offsets (X, Y):[2:0-1-10,0-1-2], [4:0-1-10,0-1-2] 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 0.25 Vert(LL)0.00 2-7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.12 Vert(CT)-0.01 2-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 46 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x8 SP 2400F 2.0E -- 2-6-13, Right 2x8SP 2400F 2.0E -- 2-6-13 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=373/0-3-8, 4=372/0-3-8 Max Horiz 2=77 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/18, 2-3=-307/55, 3-4=-307/55, 4-5=0/18 BOT CHORD 2-7=0/153, 4-7=0/153 WEBS 3-7=0/183 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) -0-10-8 to 2-1-8, Interior (1) 2-1-8 to 4-0-0, Exterior(2R) 4-0-0 to 7-0-0, Interior (1) 7-0-0 to 8-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss 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 Kaveney Res-Roof Trusses I49466729T3Common1121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:00 Page: 1 ID:5NEsoTh7AQMfj8lfxlelzdyAx4j-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x6 =4x5 =4x5 =3x10 =4x5 =3x6 HGUS26-2 HUS26 HUS26 1 2 7 8 6 5 9 4 3 0-10-8 -0-10-8 4-0-0 8-0-0 4-0-0 4-0-0 4-0-0 8-0-0 4-0-0 4-0-05-3-70-11-04-11-0Scale = 1:39.4 Plate Offsets (X, Y):[2:0-1-12,0-0-4], [4:0-1-12,0-0-4] 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 0.14 Vert(LL)-0.01 4-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.55 Vert(CT)-0.03 4-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 129 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 -- 2-6-13, Right 2x6 SPFNo.2 -- 2-6-13 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=2142/0-3-8, 4=3404/0-3-8 Max Horiz 2=75 (LC 5) Max Uplift 2=-43 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22, 2-3=-2416/0, 3-4=-2393/0 BOT CHORD 2-6=0/1546, 4-6=0/1546 WEBS 3-6=0/3232 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. 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 43 lb uplift at joint 2. 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 HGUS26-2 (20-10d Girder, 6-10d Truss) or equivalent at 3-1-4 from the left end to connect truss(es) to back face of bottom chord. 9)Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 5-2-0 from the left end to 7-2-0 to connect truss(es) to back face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 3-4=-60, 2-4=-20 Concentrated Loads (lb) Vert: 5=-1503 (B), 8=-1839 (B), 9=-1511 (B) Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466730TG1Common Girder 1 321110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:41 Page: 1 ID:pfTmkyrjodKAdkWw?Cs1JfyAx3E-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x5 =4x5 =2x4 =6x8 =3x8 =2x4 =2x4 =3x8 =6x8 =3x5 =4x5 =3x5 NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1 12 11 16 17 18 10 19 20 21 9 22 23 24 8 7 25 6 26 27 2 515133144 2-1-4 2-1-4 2-1-4 16-0-0 3-10-9 13-10-12 3-10-9 5-11-13 4-0-5 10-0-3 1-11-8 1-11-8 1-11-8 16-0-0 4-0-5 14-0-8 4-0-5 10-0-3 4-0-5 5-11-130-11-03-0-4Scale = 1:39.1 Plate Offsets (X, Y):[1:Edge,0-0-0], [2:0-6-4,0-1-12], [5:0-6-4,0-1-12], [6:Edge,0-0-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL)-0.02 9-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.22 Vert(CT)-0.04 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(CT)0.01 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 160 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 -- 1-6-0, Right 2x6 SPFNo.2 -- 1-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (lb/size)1=1228/0-3-8, 6=1269/0-3-8 Max Horiz 1=-42 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1517/0, 2-3=-1761/0, 3-4=-1760/0, 4-5=-863/30, 5-6=-1484/1 BOT CHORD 1-11=-11/935, 10-11=-12/913, 9-10=0/1768, 8-9=0/1768, 6-8=0/914 WEBS 2-11=0/415, 2-10=0/1042, 3-10=-234/100, 4-10=-21/28, 4-9=0/408, 4-8=-1134/0, 5-8=0/964 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)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 123 lb down and 82 lb up at 2-1-4, and 123 lb down and 82 lb up at 13-10-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-5=-60, 5-6=-60, 1-6=-20 Concentrated Loads (lb) Vert: 11=-87 (F), 10=0 (F), 9=0 (F), 8=-87 (F), 12=-130 (B), 16=-130 (B), 17=0 (F), 18=-47 (B), 19=-130 (B), 20=0 (F), 21=-130 (B), 22=-130 (B),23=0 (F), 24=-47 (B), 25=-133 (B), 26=-84 (B),27=-84 (B) Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466731TG2Hip Girder 1 221110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:42 Page: 1 ID:TyCJF3_F_IrT3aQDik3roByAx32-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 1 5 4 2 3 0-10-8 -0-10-8 2-1-4 2-1-4 2-1-43-4-110-11-03-0-4Scale = 1:26.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)0.00 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(CT)0.00 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.01 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 8 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 2-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=43/ Mechanical, 4=17/ Mechanical, 5=154/0-3-8 Max Horiz 5=63 (LC 12) Max Uplift 3=-37 (LC 12), 4=-3 (LC 12) Max Grav 3=49 (LC 19), 4=35 (LC 3), 5=154 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-132/43, 1-2=0/43, 2-3=-84/37 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 3 and 3 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 Kaveney Res-Roof Trusses I49466732T5Jack-Open 5 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:01 Page: 1 ID:svjtUCn8IuMWhNMCPRodHJyAx4b-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =4x8 =4x5 =4x5 =3x10 =3x6 =4x6 =4x5 =4x8 =3x5 =3x6 =3x10 =4x5 =4x5 =4x8 LUS28 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 LUS28-3 7 1 14 13 12 1115 16 10 17 18 9 8 6 2 5 4 3 0-10-8 21-8-8 5-4-4 5-4-4 5-0-12 15-5-12 5-0-12 10-5-0 5-4-4 20-10-0 5-0-12 15-5-12 5-0-12 10-5-0 5-4-4 20-10-0 5-4-4 5-4-411-8-70-11-011-4-0Scale = 1:76.3 Plate Offsets (X, Y):[1:0-2-4,0-1-8], [6:0-1-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL)-0.05 9-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.65 Vert(CT)-0.11 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT)0.02 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 380 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -- 3-5-11, Right 2x6 SPFNo.2 -- 3-5-11 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=5165/0-3-8, 6=4584/0-3-8 Max Horiz 1=-177 (LC 4) Max Uplift 6=-101 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-5758/0, 2-3=-3859/0, 3-5=-3857/0, 5-6=-5673/84, 6-7=0/22 BOT CHORD 1-12=0/3822, 10-12=0/3822, 9-10=0/3758, 6-9=0/3758 WEBS 3-10=0/5009, 5-10=-1705/358, 5-9=-284/2402, 2-10=-1803/0, 2-12=0/2530 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 0-7-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 lb uplift at joint 6. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Use Simpson Strong-Tie LUS28 (6-10d Girder, 3-10d Truss) or equivalent at 1-5-12 from the left end to connect truss(es) to back face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 9)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 3-5-12 from the left end to 9-5-12 to connect truss(es) to back face of bottom chord. 10)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 11-5-12 from the left end to 15-5-12 to connect truss(es) to back face of bottom chord. 11)Use Simpson Strong-Tie LUS28-3 (6-10d Girder, 4-10d Truss) or equivalent at 17-7-4 from the left end to connect truss(es) to back face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 12)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 3-7=-60, 1-6=-20 Concentrated Loads (lb) Vert: 9=-876 (B), 12=-876 (B), 13=-876 (B), 8=-1018 (B), 14=-876 (B), 15=-876 (B), 16=-876 (B), 17=-876 (B), 18=-876 (B) Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466733TG4Common Girder 1 321110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:43 Page: 1 ID:x9lhTP?tlczKgk?QGRa4LPyAx31-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 Sheet Front1 Ply 7/16" 4x8 OSB =3x5 =3x5 =4x5 =3x5 1 1527 26 2524 23 22 21 20 19 18 17 16 2 14 3 13 124 115 106 97 8 0-10-8 -0-10-8 0-10-8 21-8-8 10-5-0 20-10-0 10-5-0 10-5-0 20-10-011-8-70-11-011-4-0Scale = 1:68.9 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 0.11 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT)0.00 16 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 293 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF No.2 *Except*25-5,26-4,18-11,17-12:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-21, 7-22, 9-20 REACTIONS (lb/size)16=167/20-10-0, 17=169/20-10-0, 18=157/20-10-0, 19=160/20-10-0, 20=165/20-10-0, 21=129/20-10-0, 22=165/20-10-0, 23=160/20-10-0, 25=157/20-10-0, 26=169/20-10-0, 27=167/20-10-0 Max Horiz 27=196 (LC 11) Max Uplift 16=-46 (LC 9), 17=-113 (LC 13), 18=-32 (LC 13), 19=-61 (LC 13), 20=-41 (LC 13), 22=-42 (LC 12), 23=-61 (LC 12), 25=-31 (LC 12), 26=-118 (LC 12), 27=-70 (LC 8) Max Grav 16=199 (LC 19), 17=212 (LC 20), 18=157 (LC 1), 19=170 (LC 20), 20=172 (LC 20), 21=268 (LC 13), 22=173 (LC 19), 23=170 (LC 19), 25=157 (LC 1), 26=219 (LC 19), 27=218 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-27=-183/67, 1-2=0/43, 2-4=-157/139, 4-5=-116/99, 5-6=-105/128, 6-7=-131/194, 7-8=-172/255, 8-9=-172/255, 9-10=-131/194,10-11=-86/115, 11-12=-98/76,12-14=-131/111, 14-15=0/43, 14-16=-166/47 BOT CHORD 26-27=-86/115, 25-26=-86/115, 23-25=-86/115, 22-23=-86/115, 21-22=-86/115, 20-21=-86/115, 19-20=-86/115, 18-19=-86/115, 17-18=-86/115, 16-17=-86/115 WEBS 8-21=-314/170, 7-22=-134/66, 6-23=-128/87, 5-25=-119/69, 4-26=-154/115, 9-20=-132/66, 10-19=-128/87, 11-18=-120/69, 12-17=-150/113 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) -0-10-8 to 2-5-0, Exterior(2N) 2-5-0 to 10-5-0, Corner(3R) 10-5-0 to 13-5-0, Exterior(2N) 13-5-0 to 21-8-8 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 27, 46 lb uplift at joint 16, 42 lb uplift at joint 22, 61 lb uplift at joint 23, 31 lb uplift at joint 25, 118 lb uplift at joint 26, 41 lb uplift at joint 20, 61 lb uplift at joint 19, 32 lb uplift at joint 18 and 113 lb uplift at joint 17. 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 Kaveney Res-Roof Trusses I49466734TGE3Common Supported Gable 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:57 Page: 1 ID:wo7YdLzZmVFO_g?4n5Z8OTyAx4M-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212=3x5 =3x6 =3x5 =3x6 =3x8 =2x4 =5x6 =3x5 =2x4 =4x5 =4x5 =3x10 812 11 10 9 7 6 5 1 2 3 4 0-10-8 23-5-8 3-5-4 13-0-0 4-8-8 9-6-12 4-10-4 4-10-4 4-7-12 17-7-12 4-11-4 22-7-0 3-7-0 13-1-12 9-5-4 22-7-0 9-6-12 9-6-1210-10-710-4-00-11-010-4-00-2-010-4-010-4-00-2-010-6-0Scale = 1:65.6 Plate Offsets (X, Y):[4:0-3-9,0-2-8], [7:0-6-1,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 0.40 Vert(LL)-0.25 10-12 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.66 Vert(CT)-0.49 10-12 >545 180 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: 142 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 -- 3-6-13 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 1-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-12, 2-12, 3-10 REACTIONS (lb/size)7=951/0-3-8, 12=896/ Mechanical Max Horiz 12=-246 (LC 8) Max Uplift 12=-41 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-12=-118/41, 1-2=-105/105, 2-3=-508/84, 3-4=-510/85, 4-5=-819/75, 5-7=-997/26, 7-8=0/18 BOT CHORD 10-12=-53/369, 9-10=0/503, 7-9=0/623 WEBS 2-12=-766/93, 2-10=-17/413, 3-10=-254/63, 4-9=-33/302, 5-9=-208/148, 4-10=-104/110 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 13-0-0, Exterior(2R) 13-0-0 to 17-2-15, Interior (1) 17-2-15 to 23-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 12. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466735T6Piggyback Base 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:01 Page: 1 ID:HmwRg21ha1ug4Ru2ae9J5XyAx4H-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x5 =3x8 =3x5 =4x8 =3x5 =3x8 =6x8 =6x8 =3x5 =2x4 =4x5 =4x5 =3x10 813 12 11 10 9 7 6 5 1 2 43 0-10-8 23-5-8 2-2-0 9-7-0 3-5-0 13-0-0 4-7-12 17-7-12 4-11-4 22-7-0 7-5-0 7-5-0 1-10-8 9-5-4 3-8-8 13-1-12 7-6-12 7-6-12 9-5-4 22-7-010-10-78-4-00-11-08-4-08-4-02-2-010-6-0Scale = 1:75.6 Plate Offsets (X, Y):[2:0-5-12,0-1-4], [3:0-6-4,0-1-12], [4:0-6-4,0-1-12], [7:0-6-1,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 0.79 Vert(LL)-0.19 7-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.64 Vert(CT)-0.39 7-9 >687 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT)0.01 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 147 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 -- 3-6-13 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (4-7-10 max.): 1-2, 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-13, 2-10, 4-10 REACTIONS (lb/size)7=951/0-3-8, 13=896/ Mechanical Max Horiz 13=-232 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-13=-829/48, 1-2=-586/61, 2-3=-764/111, 3-4=-478/92, 4-5=-823/75, 5-7=-1000/25, 7-8=0/18 BOT CHORD 12-13=-202/223, 10-12=0/578, 9-10=0/501, 7-9=0/624 WEBS 1-12=-28/838, 2-12=-449/138, 2-10=-391/50, 3-10=-54/378, 4-10=-151/29, 4-9=-5/419, 5-9=-210/150 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 9-7-0, Exterior(2R) 9-7-0 to 12-7-0, Interior (1) 12-7-0 to 13-0-0, Exterior(2R) 13-0-0 to 16-0-0, Interior (1) 16-0-0 to 23-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466736T7Piggyback Base 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:01 Page: 1 ID:lyUpuO2KLL0XibTE8LgYekyAx4G-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x5 =3x5 =4x8 =3x5 =3x8 =6x8 =6x8 =3x5 =2x4 =4x5 =4x5 =3x10 813 12 11 10 9 7 6 5 21 43 0-10-8 23-5-8 3-5-0 13-0-0 5-5-0 5-5-0 4-2-0 9-7-0 4-7-12 17-7-12 4-11-4 22-7-0 3-8-8 13-1-12 3-10-8 9-5-4 5-6-12 5-6-12 9-5-4 22-7-010-10-76-4-00-11-06-4-06-4-06-4-04-2-010-6-0Scale = 1:69.8 Plate Offsets (X, Y):[2:0-5-4,0-1-4], [3:0-6-4,0-1-12], [4:0-6-4,0-1-12], [7:0-6-1,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 0.49 Vert(LL)-0.20 7-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.63 Vert(CT)-0.40 7-9 >676 180 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(CT)0.02 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 138 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 -- 3-6-13 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 1-2, 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS (lb/size)7=951/0-3-8, 13=896/ Mechanical Max Horiz 13=-216 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-13=-846/18, 1-2=-638/41, 2-3=-783/87, 3-4=-484/92, 4-5=-823/75, 5-7=-1000/25, 7-8=0/18 BOT CHORD 12-13=-153/185, 10-12=0/623, 9-10=0/501, 7-9=0/624 WEBS 1-12=-1/935, 2-12=-585/77, 2-10=-255/63, 3-10=-21/289, 4-10=-140/45, 4-9=-9/403, 5-9=-211/150 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 9-7-0, Exterior(2R) 9-7-0 to 12-7-0, Interior (1) 12-7-0 to 13-0-0, Exterior(2R) 13-0-0 to 16-0-0, Interior (1) 16-0-0 to 23-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466737T8Piggyback Base 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:02 Page: 1 ID:lyUpuO2KLL0XibTE8LgYekyAx4G-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x8 =3x8 =4x8 =3x5 =3x8 =6x8 =6x8 =3x5 =2x4 =4x5 =4x5 =3x10 813 12 11 10 9 7 6 21 5 3 4 0-10-8 23-5-8 3-5-0 13-0-0 3-5-0 3-5-0 4-7-12 17-7-12 4-11-4 22-7-0 6-2-0 9-7-0 3-6-12 3-6-12 3-8-8 13-1-12 5-10-8 9-5-4 9-5-4 22-7-010-10-74-4-00-11-04-4-04-4-06-2-010-6-0Scale = 1:66.1 Plate Offsets (X, Y):[2:0-5-4,0-1-4], [3:0-6-4,0-1-12], [4:0-6-4,0-1-12], [7:0-6-1,Edge], [12:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL)-0.20 7-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.62 Vert(CT)-0.41 7-9 >660 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT)0.02 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 132 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 13-1,12-1,12-2:2x4 SPF Stud SLIDER Right 2x6 SPF No.2 -- 3-6-13 BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2, 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 4-10 REACTIONS (lb/size)7=951/0-3-8, 13=896/ Mechanical Max Horiz 13=-199 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-13=-872/0, 1-2=-689/25, 2-3=-833/66, 3-4=-494/93, 4-5=-823/76, 5-7=-999/26, 7-8=0/18 BOT CHORD 12-13=-144/177, 10-12=-8/667, 9-10=0/500, 7-9=0/624 WEBS 1-12=0/1057, 2-12=-702/63, 2-10=-226/72, 3-10=-1/270, 4-10=-123/77, 4-9=-16/381, 5-9=-212/150 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 3-5-0, Interior (1) 3-5-0 to 9-7-0, Exterior(2R) 9-7-0 to 12-7-0, Interior (1) 12-7-0 to 13-0-0, Exterior(2R) 13-0-0 to 16-0-0, Interior (1) 16-0-0 to 23-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466738T9Piggyback Base 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:02 Page: 1 ID:D82C5k2y6e8OJl2Qh3BnAyyAx4F-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x8 =4x8 =5x8 =4x5 =3x5 =3x8 =6x8 =6x8 =3x5 =2x4 =4x5 =4x5 =3x10 914 13 12 11 10 8 21 7 63 4 5 0-10-8 23-5-8 1-5-0 1-5-0 3-5-0 13-0-0 4-0-12 5-5-12 4-1-4 9-7-0 4-7-12 17-7-12 4-11-4 22-7-0 1-6-12 1-6-12 3-8-8 13-1-12 7-10-8 9-5-4 9-5-4 22-7-010-10-72-4-00-11-02-4-02-4-08-2-010-6-0Scale = 1:69.7 Plate Offsets (X, Y):[2:0-4-0,Edge], [4:0-6-4,0-1-12], [5:0-6-4,0-1-12], [8:0-6-1,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 0.24 Vert(LL)-0.21 8-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.62 Vert(CT)-0.42 8-10 >645 180 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT)0.02 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 132 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 14-1,13-1,13-2:2x4 SPF Stud SLIDER Right 2x6 SPF No.2 -- 3-6-13 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.): 1-2, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 5-11 REACTIONS (lb/size)8=951/0-3-8, 14=896/ Mechanical Max Horiz 14=-183 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=-934/0, 1-2=-644/0, 2-3=-882/32, 3-4=-803/87, 4-5=-491/88, 5-6=-821/76, 6-8=-998/26, 8-9=0/18 BOT CHORD 13-14=-151/172, 11-13=-10/613, 10-11=0/500, 8-10=0/623 WEBS 1-13=0/1105, 2-13=-735/39, 3-13=-38/118, 3-11=-229/127, 4-11=-25/312, 5-11=-116/69, 5-10=-23/355, 6-10=-212/149 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 1-5-0, Interior (1) 1-5-0 to 9-7-0, Exterior(2R) 9-7-0 to 12-7-0, Interior (1) 12-7-0 to 13-0-0, Exterior(2R) 13-0-0 to 16-0-0, Interior (1) 16-0-0 to 23-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466739T10Piggyback Base 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:02 Page: 1 ID:O_hxqh_BXoNFbqaGLo4NxhyAx4L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x10 =3x5 =3x5 =2x4 =3x8 =6x8 =3x6 =6x8 =3x5 =2x4 =4x5 =4x5 =3x10 91 12 11 10 8 72 63 5413 0-10-8 23-5-8 3-5-0 13-0-0 4-11-4 4-11-4 4-7-12 17-7-12 4-7-12 9-7-0 4-11-4 22-7-0 3-8-8 13-1-12 9-5-4 22-7-0 9-5-4 9-5-410-10-70-11-010-6-0Scale = 1:69.8 Plate Offsets (X, Y):[1:0-3-8,Edge], [4:0-6-4,0-1-12], [5:0-6-4,0-1-12], [8:0-6-1,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 0.24 Vert(LL)-0.21 8-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.64 Vert(CT)-0.43 8-10 >627 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT)0.02 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 125 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -- 3-6-13, Right 2x6 SPFNo.2 -- 3-6-13 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 5-12 REACTIONS (lb/size)1=902/0-3-8, 8=957/0-3-8 Max Horiz 1=-165 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1007/27, 3-4=-830/77, 4-5=-506/85, 5-6=-828/77, 6-8=-1005/27, 8-9=0/18 BOT CHORD 1-12=-25/637, 10-12=0/505, 8-10=0/628 WEBS 3-12=-214/149, 4-12=-19/319, 5-12=-92/97, 5-10=-33/318, 6-10=-212/147 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zoneand C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to9-7-0, Exterior(2E) 9-7-0 to 13-0-0, Exterior(2R) 13-0-0to 17-2-14, Interior (1) 17-2-14 to 23-5-8 zone; cantileverleft and right exposed ; end vertical left and rightexposed;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 Kaveney Res-Roof Trusses I49466740T11Piggyback Base 2 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:03 Page: 1 ID:PGCMPVBrW1Xq8RNXrsuM7GyAx44-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x10 =4x5 =4x5 =2x4 =3x8 =5x6 =3x5 =2x4 =3x8 =3x6 =3x5 1 2 11 10 9 8 3 4 6 75 0-10-8 -0-10-8 6-6-0 15-9-8 4-6-0 9-3-8 4-9-8 4-9-8 6-9-8 22-7-0 6-7-12 15-9-8 6-9-8 22-7-0 9-1-12 9-1-1210-6-150-11-010-0-60-2-210-0-610-0-60-2-210-2-8Scale = 1:67.9 Plate Offsets (X, Y):[2:0-6-1,Edge], [5:0-3-9,0-2-8] 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 0.54 Vert(LL)-0.17 2-11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.59 Vert(CT)-0.35 2-11 >769 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT)0.02 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 130 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -- 3-5-9 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 6-11, 6-8 REACTIONS (lb/size)2=951/0-3-8, 8=896/ Mechanical Max Horiz 2=238 (LC 9) Max Uplift 8=-39 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/18, 2-4=-1004/22, 4-5=-829/70, 5-6=-521/79, 6-7=-99/102, 7-8=-164/42 BOT CHORD 2-11=-205/675, 9-11=-90/467, 8-9=-90/467 WEBS 4-11=-193/145, 5-11=0/302, 6-11=-71/160, 6-9=0/264, 6-8=-814/57 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior (1) 2-1-8 to 9-3-8, Exterior(2R) 9-3-8 to 13-6-7, Interior (1) 13-6-7 to 22-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 39 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)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 Kaveney Res-Roof Trusses I49466741T12Half Hip 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:03 Page: 1 ID:O_hxqh_BXoNFbqaGLo4NxhyAx4L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x10 =5x6 =5x6 =5x6 =2x4 =5x6 =3x5 =2x4 =4x8 =3x6 =3x5 1 2 10 9 8 7 6 4 53 0-10-8 -0-10-8 7-6-0 14-9-8 7-3-8 7-3-8 7-9-8 22-7-0 7-1-12 7-1-12 7-7-12 14-9-8 7-9-8 22-7-08-6-150-11-08-0-60-2-28-0-68-0-60-2-28-2-8Scale = 1:58.2 Plate Offsets (X, Y):[2:0-7-8,0-3-9], [3:0-3-9,0-2-8] 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 0.72 Vert(LL)-0.09 6-7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.48 Vert(CT)-0.18 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT)0.01 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 120 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E -- 4-8-0 BRACING TOP CHORD Structural wood sheathing directly applied or4-3-14 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS (lb/size)2=951/0-3-8, 6=896/ Mechanical Max Horiz 2=190 (LC 9) Max Uplift 6=-28 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/18, 2-3=-1052/17, 3-4=-647/58, 4-5=-645/57, 5-6=-828/63 BOT CHORD 2-9=-114/598, 7-9=-115/595, 6-7=-62/82 WEBS 3-9=0/324, 3-7=-87/153, 4-7=-539/116, 5-7=-36/895 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) -0-10-8 to 2-1-8, Interior (1) 2-1-8 to 7-3-8, Exterior(2R) 7-3-8 to 11-6-7, Interior (1) 11-6-7 to 22-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 28 lb uplift at joint 6. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466742T13Half Hip 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:04 Page: 1 ID:sBEJ21_pI6V6D_9TvVbcTuyAx4K-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x8 =4x5 =4x5 =4x5 =3x5 =3x5 =3x5 =3x5 =3x5 =3x5 =3x5 =2x4 1 2 12 11 10 9 3 5 6 7 84 0-10-8 -0-10-8 5-8-0 16-7-8 5-8-0 10-11-8 5-3-8 5-3-8 5-11-8 22-7-0 7-4-0 14-11-8 7-7-8 7-7-8 7-7-8 22-7-06-6-150-11-06-0-60-2-26-0-66-0-60-2-26-2-8Scale = 1:46.1 Plate Offsets (X, Y):[2:0-5-9,0-0-2], [4:0-2-8,0-1-7] 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 0.36 Vert(LL)-0.09 9-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.48 Vert(CT)-0.18 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT)0.03 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 106 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -- 3-10-11 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-9 REACTIONS (lb/size)2=951/0-3-8, 9=896/ Mechanical Max Horiz 2=142 (LC 9) Max Uplift 9=-20 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/18, 2-4=-1015/9, 4-5=-777/21, 5-6=-792/21, 6-8=-68/59, 8-9=-152/35 BOT CHORD 2-12=-93/626, 10-12=-69/899, 9-10=-56/703 WEBS 4-12=0/428, 5-12=-283/90, 5-10=-187/56, 6-10=0/385, 6-9=-965/40 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior (1) 2-1-8 to 5-3-8, Exterior(2R) 5-3-8 to 9-6-7, Interior (1) 9-6-7 to 22-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 20 lb uplift at joint 9. 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 Kaveney Res-Roof Trusses I49466743T14Half Hip 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:04 Page: 1 ID:sBEJ21_pI6V6D_9TvVbcTuyAx4K-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x5 =4x5 =2x4 =6x8 =4x6 =3x8 =2x4 =2x4 =3x8 =3x5 =2x4 =3x8 =3x5 =2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1 2 15 14 24 13 12 26 27 1128 29 3010 31 32 9 25 3 16 17 4 18 19 5 20 6 21 7 22 23 8 0-10-8 -0-10-8 4-8-14 7-9-6 4-10-10 12-8-0 4-10-10 17-6-10 3-0-8 3-0-8 5-0-6 22-7-0 2-10-12 2-10-12 4-10-10 12-8-0 4-10-10 7-9-6 4-10-10 17-6-10 5-0-6 22-7-04-3-150-11-03-11-83-11-8Scale = 1:45.2 Plate Offsets (X, Y):[2:Edge,0-0-0], [3:0-6-4,0-1-12] 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 0.10 Vert(LL)0.02 11-12 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.12 Vert(CT)-0.04 11-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT)0.01 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 349 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 12-3,12-5,10-5,10-8:2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -- 1-10-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (lb/size)2=1201/0-3-8, 9=1038/ Mechanical Max Horiz 2=91 (LC 5) Max Uplift 2=-242 (LC 5), 9=-299 (LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22, 2-3=-1438/353, 3-4=-1574/449, 4-5=-1573/449, 5-7=-1164/348, 7-8=-1164/348, 8-9=-976/307 BOT CHORD 2-14=-284/892, 12-14=-282/880, 11-12=-514/1669, 10-11=-514/1669, 9-10=-34/33 WEBS 3-14=-59/328, 3-12=-282/866, 4-12=-328/168, 5-12=-125/59, 5-11=0/225, 5-10=-628/189, 7-10=-347/175, 8-10=-415/1415 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 0-9-0oc.Bottom chords connected as follows: 2x6 - 2 rowsstaggered at 0-9-0 oc.Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 299 lb uplift at joint 9 and 242 lb uplift at joint 2. 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) 228 lb down and 88 lb up at 3-0-8 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: 1-3=-60, 3-8=-60, 2-9=-20 Concentrated Loads (lb) Vert: 6=-12 (B), 14=-191 (B), 16=-12 (B), 17=-12 (B), 18=-12 (B), 19=-12 (B), 20=-12 (B), 21=-12 (B), 22=-12 (B), 23=-12 (B), 24=-11 (B), 25=-11 (B), 26=-11 (B), 27=-11 (B), 28=-11 (B), 29=-11 (B), 30=-11 (B), 31=-11 (B), 32=-11 (B) Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466744TG5Half Hip Girder 1 321110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:44 Page: 1 ID:w3e_B9ADljOzWHpLH9M7a3yAx45-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 1 5 4 2 3 0-10-8 -0-10-8 3-0-8 3-0-8 3-0-84-3-150-11-03-11-8Scale = 1:28.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL)0.01 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT)-0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.01 3 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 3-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=72/ Mechanical, 4=31/ Mechanical, 5=186/0-3-8 Max Horiz 5=86 (LC 12) Max Uplift 3=-53 (LC 12) Max Grav 3=79 (LC 19), 4=54 (LC 3), 5=186 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-159/0, 1-2=0/43, 2-3=-83/62 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior (1) 2-1-8 to 2-11-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 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 53 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 Kaveney Res-Roof Trusses I49466745T16Jack-Open 9 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:05 Page: 1 ID:hoYjASfFuV_4sg04Gd52L_yAx4m-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x10 =4x5 =4x5 =2x4 =3x8 =6x8 =3x6 =6x8 =3x5 =2x4 =4x5 =4x5 =3x10 1012 13 12 11 9 83 741614 6515 0-10-8 23-5-8 0-10-8 -0-10-8 3-5-0 13-0-0 4-7-12 9-7-0 4-7-12 17-7-12 4-11-4 22-7-0 4-11-4 4-11-4 3-8-8 13-1-12 9-5-4 22-7-0 9-5-4 9-5-410-10-70-11-010-6-0Scale = 1:69.8 Plate Offsets (X, Y):[2:0-6-1,Edge], [5:0-6-4,0-1-12], [6:0-6-4,0-1-12], [9:0-6-1,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 0.24 Vert(LL)-0.21 9-11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.64 Vert(CT)-0.43 9-11 >628 180 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT)0.02 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 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -- 3-6-13, Right 2x6 SPFNo.2 -- 3-6-13 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 6-13 REACTIONS (lb/size)2=956/0-3-8, 9=956/0-3-8 Max Horiz 2=-167 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/18, 2-4=-1004/14, 4-5=-827/64, 5-6=-504/82, 6-7=-827/71, 7-9=-1004/23, 9-10=0/18 BOT CHORD 2-13=-24/634, 11-13=0/504, 9-11=0/627 WEBS 4-13=-211/147, 5-13=-19/318, 6-13=-93/96, 6-11=-33/318, 7-11=-212/147 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior (1) 2-1-8 to 9-7-0, Exterior(2E) 9-7-0 to 13-0-0, Exterior(2R) 13-0-0 to 17-2-14, Interior (1) 17-2-14 to 23-5-8 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 Kaveney Res-Roof Trusses I49466746T17Piggyback Base 8 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:05 Page: 1 ID:PGCMPVBrW1Xq8RNXrsuM7GyAx44-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =3x5 =2x4 =3x5 =4x5 =2x4 LUS26 LUS26 LUS26 1 6 7 5 8 4 2 3 3-7-0 3-7-0 3-6-11 7-1-11 3-6-11 7-1-11 3-7-0 3-7-04-2-50-7-84-2-5Scale = 1:37.4 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 0.30 Vert(LL)-0.01 1-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.38 Vert(CT)-0.02 1-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(CT)0.01 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 64 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 10-0-0 oc bracing. REACTIONS (lb/size)1=1467/0-3-8, 4=1167/0-3-1 Max Horiz 1=94 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1706/0, 2-3=-76/33, 3-4=-85/16 BOT CHORD 1-5=0/1442, 4-5=0/1442 WEBS 2-5=0/1465, 2-4=-1677/0 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss 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)Use Simpson Strong-Tie LUS26 (4-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-0-15 from the left end to 5-0-15 to connect truss(es) to back face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 1-4=-20 Concentrated Loads (lb) Vert: 6=-696 (B), 7=-695 (B), 8=-695 (B) Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466747TG9Monopitch Girder 1 221110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:46 Page: 1 ID:PLJ3gl0VVw5BIuacq86JtcyAx30-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =3x6 =3x5 =2x4 =4x5 =5x10 =2x4 =3x5 =3x6 1 8 7 62 129 53 10 11 4 4-3-14 8-11-4 4-3-14 13-3-2 4-7-6 4-7-6 4-7-6 17-10-8 8-11-4 8-11-4 8-11-4 17-10-80-7-85-1-2Scale = 1:38 Plate Offsets (X, Y):[1:0-3-8,Edge], [7:0-3-9,Edge], [8:0-5-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL)-0.13 7-8 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.71 Vert(CT)-0.27 7-8 >800 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT)0.03 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 65 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 2-5-15, Right 2x4 SPFStud -- 2-5-15 BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=715/ Mechanical, 7=715/0-3-8 Max Horiz 1=51 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1116/87, 3-4=-861/58, 4-5=-861/58, 5-7=-1115/87 BOT CHORD 1-7=-32/933 WEBS 3-8=-274/100, 4-8=0/484, 5-8=-274/100 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 8-11-4, Exterior(2R) 8-11-4 to 11-11-4, Interior (1) 11-11-4 to 17-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)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 Kaveney Res-Roof Trusses I49466748T22Roof Special 2 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:06 Page: 1 ID:9_65Nogtep6xUqbHpKcHtCyAx4l-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =5x8 =3x5 =4x8 =3x10 =4x6 =8x10 =2x4 =3x5 =3x10 HGUS26-2 HUS26 HUS26 HUS26 HUS26 HUS26 1 2 11 10 12 13 9 14 15 8 3 7 4 6 5 0-10-4 -0-10-4 3-7-4 11-1-8 3-7-6 7-6-4 3-10-14 3-10-14 3-10-12 15-0-4 4-9-12 9-11-0 5-1-4 5-1-4 5-1-4 15-0-48-9-70-10-120-11-08-5-0Scale = 1:56.4 Plate Offsets (X, Y):[2:0-4-5,0-0-8], [8:0-6-1,Edge], [9:0-5-0,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL)-0.05 9-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.83 Vert(CT)-0.10 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(CT)0.02 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 258 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 9-4,9-5:2x4 SPF No.2 SLIDER Left 2x4 SPF Stud -- 2-8-6, Right 2x4 SPFStud -- 2-8-7 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=5052/0-3-8, 8=5591/0-3-8 Max Horiz 2=131 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-4=-5751/0, 4-5=-3116/0, 5-6=-5650/0, 6-8=-5921/0 BOT CHORD 2-10=0/3848, 9-10=0/5008, 8-9=0/3943 WEBS 4-10=0/3979, 4-9=-3443/0, 5-9=0/6066, 6-9=0/324 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 0-9-0oc.Bottom chords connected as follows: 2x6 - 3 rowsstaggered at 0-5-0 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 beenprovided 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)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Use Simpson Strong-Tie HGUS26-2 (20-10d Girder, 6-10d Truss) or equivalent at 3-1-8 from the left end to connect truss(es) to front face of bottom chord. 8)Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 5-2-4 from the left end to 13-2-4 to connect truss(es) to front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-5=-60, 5-8=-60, 2-8=-20 Concentrated Loads (lb) Vert: 10=-1503 (F), 11=-1858 (F), 12=-1509 (F), 13=-1509 (F), 14=-1509 (F), 15=-1503 (F) Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466749TG13Common Girder 1 321110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:47 Page: 1 ID:Hr19yIrLZwS1Eu56ZwNGstyAx3D-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 1212 =2x4 =4x5 =3x8 =3x5 =3x5 =5x6 =3x6 =3x8 =2x4 =5x6 =3x5 =3x6 =3x5 =4x5 =3x6 =5x8 =5x8 =5x10 =3x6 =4x6 =2x4 1122 21 20 19 18 17 16 15 14 1312 10 98 1 7 2 6 2623 5325244 0-5-4 0-1-12 38-4-8 0-10-8 39-3-0 0-7-0 38-2-12 1-11-10 37-7-12 5-1-8 22-2-14 5-1-8 17-1-7 4-6-5 4-6-5 6-8-10 35-8-2 6-8-10 28-11-8 7-5-10 11-11-15 0-10-8 38-4-8 1-11-10 37-6-0 4-6-5 4-6-5 5-3-4 22-4-10 5-3-4 17-1-7 6-6-14 28-11-8 6-6-14 35-6-6 7-3-14 11-10-310-11-112-7-50-11-01-7-121-7-128-11-810-7-4Scale = 1:77.5 Plate Offsets (X, Y):[3:0-3-12,0-2-0], [5:0-3-12,0-2-0], [8:0-5-4,0-1-12], [9:0-8-4,0-1-12], [14:0-3-8,0-2-8], [21:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL)-0.11 14-15 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.80 Vert(CT)-0.26 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT)0.09 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 208 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 14-8,22-1,21-1,9-13,10-12,13-10:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-4-7 max.): 3-5, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 4-18, 5-18, 6-17 REACTIONS (lb/size)12=1585/0-3-8, 22=1523/ Mechanical Max Horiz 22=-189 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1438/0, 2-3=-1611/27, 3-4=-1405/45, 4-5=-1405/45, 5-6=-1804/26, 6-8=-2377/0, 8-9=-2860/0, 9-10=-1122/0, 10-11=0/43, 1-22=-1491/0 BOT CHORD 21-22=-147/174, 20-21=0/1175,18-20=0/1226, 17-18=0/1384, 15-17=0/1903,14-15=0/2715, 13-14=0/682, 12-13=0/0 WEBS 2-21=-507/54, 2-20=-83/185, 3-20=0/234, 3-18=-62/503, 4-18=-328/84, 5-18=-113/207, 5-17=0/570, 6-17=-682/92, 6-15=0/418, 8-15=-828/23, 8-14=-1333/6, 1-21=0/1326, 9-13=-631/0, 10-12=-1625/0, 10-13=0/1048, 9-14=0/2569 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) 3-1-7 to 6-11-8, Interior (1) 6-11-8 to 14-11-10, Exterior(2R) 14-11-10 to 18-9-11, Interior (1) 18-9-11 to 25-2-9, Exterior(2R) 25-2-9 to 29-0-10, Interior (1) 29-0-10 to 40-7-7, Exterior(2E) 40-7-7 to 42-2-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466750T27Piggyback Base 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:09 Page: 1 ID:pZM3Ti03pjmpSIJr0wd4ZJyAx4I-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 1212 =2x4 =4x5 =3x8 =3x5 =3x5 =5x6 =3x6 =3x8 =2x4 =5x6 =3x5 =3x6 =3x5 =3x5 =2x4 =5x8 =5x10 =4x5 =5x6 =5x8 1021 20 19 18 17 16 15 14 13 12 11 9 1 87 2 6 2522 3 523244 0-10-8 39-3-0 2-11-10 35-7-12 2-8-12 38-4-8 5-1-8 22-2-14 5-1-8 17-1-7 4-6-5 4-6-5 5-2-10 32-8-2 5-2-10 27-5-8 7-5-10 11-11-15 2-7-0 38-4-8 3-3-2 35-9-8 4-6-5 4-6-5 5-0-14 32-6-6 5-0-14 27-5-8 5-3-4 22-4-10 5-3-4 17-1-7 7-3-14 11-10-310-11-112-7-50-11-03-7-123-7-126-11-810-7-4Scale = 1:71 Plate Offsets (X, Y):[3:0-3-12,0-2-0], [5:0-3-12,0-2-0], [7:0-2-12,0-2-8], [8:0-3-11,Edge], [20:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL)-0.10 14-16 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.59 Vert(CT)-0.20 14-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT)0.08 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 219 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 13-7,12-7,12-8,21-1,20-1:2x4 SPF Stud SLIDER Right 2x8 SP 2400F 2.0E -- 1-7-8 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-8-3 max.): 3-5, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 4-17, 5-17, 6-16 REACTIONS (lb/size)9=1582/0-3-8, 21=1529/ Mechanical Max Horiz 21=-187 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1444/0, 2-3=-1619/28, 3-4=-1416/47, 4-5=-1416/47, 5-6=-1785/34, 6-7=-2211/0, 7-8=-1117/0, 8-9=-1904/0, 9-10=0/18, 1-21=-1497/0 BOT CHORD 20-21=-150/176, 19-20=0/1180,17-19=0/1233, 16-17=0/1394, 14-16=0/1781,13-14=0/2230, 12-13=0/2227, 9-12=0/1171 WEBS 2-20=-510/54, 2-19=-83/187, 3-19=0/231, 3-17=-61/511, 4-17=-335/85, 5-17=-103/207, 5-16=-5/613, 6-16=-633/85, 6-14=0/433, 7-14=-533/37, 7-13=0/171, 7-12=-1628/0, 8-12=0/1247, 1-20=0/1332 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) 3-1-7 to 6-11-8, Interior (1) 6-11-8 to 14-11-10, Exterior(2R) 14-11-10 to 18-9-11, Interior (1) 18-9-11 to 25-2-9, Exterior(2R) 25-2-9 to 29-0-10, Interior (1) 29-0-10 to 38-7-7, Exterior(2E) 38-7-7 to 42-2-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466751T28Piggyback Base 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:10 Page: 1 ID:HmwRg21ha1ug4Ru2ae9J5XyAx4H-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 1212 =2x4 =4x5 =3x8 =3x5 =3x5 =5x6 =3x6 =3x8 =2x4 =3x6 =5x6 =3x5 =2x4 =5x8 =8x10 =4x5 =5x6 =5x10 919 18 17 16 15 14 13 12 11 10 8 24 1 2 76 20 23 5322214 0-10-8 39-3-0 3-11-10 33-7-12 4-1-0 4-1-0 6-0-0 23-1-7 6-0-0 17-1-7 4-8-12 38-4-8 6-6-11 29-8-2 7-0-6 11-1-7 4-1-0 4-1-0 4-3-2 33-9-8 4-7-0 38-4-8 6-1-12 23-3-3 6-1-12 17-1-7 6-3-3 29-6-6 6-10-10 10-11-1110-4-112-7-50-11-05-7-125-7-124-4-710-0-4Scale = 1:70.9 Plate Offsets (X, Y):[3:0-3-12,0-2-0], [5:0-3-12,0-2-0], [6:0-2-12,0-2-8], [7:0-8-4,0-1-12], [18:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL)-0.09 12-13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.56 Vert(CT)-0.21 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT)0.08 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 213 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-18,11-7,19-1,18-1:2x4 SPF Stud SLIDER Right 2x8 SP 2400F 2.0E -- 2-11-8 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-5-3 max.): 3-5, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 3-17, 4-15, 6-13, 6-11 REACTIONS (lb/size)8=1582/0-3-8, 19=1529/ Mechanical Max Horiz 19=-177 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1385/0, 2-3=-1631/23, 3-4=-1509/38, 4-5=-1509/38, 5-6=-1873/18, 6-7=-1174/15, 7-8=-1929/0, 8-9=0/18, 1-19=-1500/0 BOT CHORD 18-19=-142/166, 17-18=0/1135, 15-17=0/1251, 13-15=0/1462, 12-13=0/1948, 11-12=0/1945, 8-11=0/1204 WEBS 2-18=-566/47, 2-17=-67/247, 3-17=-8/201, 3-15=-54/578, 4-15=-392/95, 5-15=-91/247, 5-13=0/560, 6-13=-623/72, 6-12=0/213, 6-11=-1264/0, 7-11=0/1116, 1-18=0/1316 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) 3-1-7 to 7-0-11, Interior (1) 7-0-11 to 14-1-2, Exterior(2R) 14-1-2 to 17-11-2, Interior (1) 17-11-2 to 26-1-2, Exterior(2R) 26-1-2 to 29-11-2, Interior (1) 29-11-2 to 36-7-7, Exterior(2R) 36-7-7 to 40-5-8, Interior (1) 40-5-8 to 42-2-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466752T29Roof Special 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:10 Page: 1 ID:5NEsoTh7AQMfj8lfxlelzdyAx4j-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 812 =3x5 =3x6 =4x5 =4x5 =3x5 =3x6 =3x6 =5x6 =5x10 =6x8 =4x6 =5x6 =3x6 =5x8 =3x5 =5x6 =3x5 =6x8 =2x4 =5x6 =5x6 =3x10 21 20 19 18 17 16 1514 13 12 11 24 10239752281234 6 0-3-3 0-6-11 26-8-2 0-10-12 19-6-8 0-10-12 20-5-4 4-11-10 31-7-12 5-8-2 26-1-7 6-1-7 12-6-5 6-1-7 18-7-12 6-4-15 6-4-15 6-8-12 38-4-8 0-6-11 26-9-14 1-6-1 20-3-8 4-11-10 31-9-8 5-11-10 26-3-3 6-7-0 38-4-8 9-3-14 18-9-8 9-5-10 9-5-108-11-08-0-40-11-07-0-128-0-47-7-127-7-120-4-78-0-40-10-128-11-0Scale = 1:75.1 Plate Offsets (X, Y):[5:0-3-0,Edge], [8:0-3-0,Edge], [10:0-6-4,0-1-12], [11:0-1-10,0-1-2] 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 0.68 Vert(LL)-0.20 20-21 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.86 Vert(CT)-0.42 20-21 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT)0.08 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 236 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 10-11:2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Right 2x8 SP 2400F 2.0E -- 4-3-8 BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-5 max.): 1-5, 7-8, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 1-21, 2-21, 3-20, 5-18, 7-17, 7-15 REACTIONS (lb/size)11=1529/ Mechanical, 21=1529/ Mechanical Max Horiz 21=-201 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-21=-163/29, 1-2=-79/73, 2-3=-1409/0,3-5=-1913/0, 5-6=-2408/2, 6-7=-2360/15,7-8=-1679/11, 8-9=-1844/0, 9-10=-1672/3,10-11=-1907/0 BOT CHORD 20-21=0/1057, 18-20=0/1679, 17-18=0/1745, 15-17=0/1893, 14-15=0/1689, 13-14=0/1186, 11-13=0/1189 WEBS 2-21=-1656/0, 2-20=0/957, 3-20=-733/46,3-18=-14/442, 5-18=-1683/28, 6-18=0/1550,6-17=-74/1372, 7-17=-1357/95, 7-15=-423/2,8-15=0/561, 9-14=-903/0, 10-14=0/882,10-13=0/273 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 3-11-13, Interior (1) 3-11-13 to 19-6-8, Exterior(2E) 19-6-8 to 20-5-4, Interior (1) 20-5-4 to 26-1-7, Exterior(2E) 26-1-7 to 26-8-2, Interior (1) 26-8-2 to 31-7-12, Exterior(2R) 31-7-12 to 35-5-13, Interior (1) 35-5-13 to 38-4-8 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)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466753T30Roof Special 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:11 Page: 1 ID:ZZoE0pilxkUVLIKrVTA_VqyAx4i-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =4x5 =3x6 =4x5 =3x5 =3x6 =3x5 =5x8 =5x6 =8x10 =8x10 =4x8 =5x8 =3x5 =3x6 =2x4 =3x8 =8x10 =3x8 =5x8 =5x6 =4x8 =3x5 24 23 22 21 20 19 18 17 16 15 14 13 11 12 5 8 102512349 76 1-0-9 20-0-12 2-3-15 35-7-4 2-4-8 19-0-4 2-4-8 22-5-4 2-9-4 38-4-8 5-5-0 27-10-4 5-5-0 33-3-4 5-5-7 11-2-5 5-5-7 16-7-12 5-8-15 5-8-15 1-4-1 20-2-8 2-0-7 35-5-8 2-1-0 22-3-8 2-1-0 18-10-8 2-11-0 38-4-8 5-6-12 33-5-0 5-6-12 27-10-4 8-3-14 16-9-8 8-5-10 8-5-108-4-126-0-43-8-46-0-43-8-43-8-42-3-156-0-42-4-88-4-12Scale = 1:71 Plate Offsets (X, Y):[5:0-5-4,0-1-12], [6:0-2-8,Edge], [7:0-2-8,Edge], [8:0-5-4,0-1-12], [10:0-8-4,0-1-12], [11:0-5-4,0-1-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL)-0.20 20-21 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.79 Vert(CT)-0.41 21-23 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT)0.11 13 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 232 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-6,7-8:2x6 SPF No.2, 6-7:2x4 SPF Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except*12-13,15-11,14-11,14-12:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-12 max.): 1-5, 6-7, 8-10, 11-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-24, 5-20, 8-19, 9-15 REACTIONS (lb/size)13=1523/ Mechanical, 24=1523/ Mechanical Max Horiz 24=-176 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-24=-147/28, 1-2=-64/53, 2-4=-1744/0, 4-5=-2558/0, 5-6=-2677/0, 6-7=-1850/0, 7-8=-2657/0, 8-9=-2516/0, 9-10=-1145/0, 10-11=-1668/0, 11-12=-1158/0, 12-13=-1480/0 BOT CHORD 23-24=0/1291, 21-23=0/2108, 20-21=0/2548, 19-20=0/1782, 18-19=0/2503, 16-18=0/2050, 15-16=0/2050, 14-15=0/1097, 13-14=-24/34 WEBS 2-24=-1823/0, 2-23=0/1053, 4-23=-848/19, 4-21=0/641, 5-21=-293/75, 5-20=-2001/0, 6-20=0/1714, 6-19=-30/426, 7-19=0/1464, 8-19=-1751/0, 8-18=-445/39, 9-18=0/666, 9-16=0/243, 9-15=-1301/0, 10-15=0/921, 11-15=-13/130, 11-14=-1393/0, 12-14=0/1805 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 3-11-13, Interior (1) 3-11-13 to 19-0-4, Exterior(2E) 19-0-4 to 22-5-4, Interior (1) 22-5-4 to 33-3-4, Exterior(2E) 33-3-4 to 35-7-4, Interior (1) 35-7-4 to 38-2-12 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 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466754T31Roof Special 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:11 Page: 1 ID:_8TNerkeEfs4Cl2QAbjh7TyAx4f-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =4x5 =5x8 =2x4 =3x8 =2x4 =4x5 =5x8 =4x8 =4x8 =8x10 =8x10 =8x10 =2x4 =5x8 =2x4 =4x8 =2x4 =4x8 =4x5 =2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILEDNAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 22 21 20 19 18 17 40 41 1615 14 13 44 45 12 11 34 35 36 37 38 39 42 43 46 47 50 48 7428 292712324225263 8 30 31 9 32 33 1049 65 2-4-8 16-10-12 2-4-8 24-6-12 4-6-1 33-6-15 4-6-1 29-0-14 4-8-5 14-6-4 4-10-1 9-9-15 4-11-13 4-11-13 5-3-9 22-2-4 4-9-9 38-4-8 2-1-0 24-5-0 2-1-0 16-9-0 4-6-1 33-6-15 4-7-13 29-0-14 4-9-9 38-4-8 4-10-1 14-8-0 4-10-1 9-9-15 4-11-13 4-11-13 5-7-1 22-4-06-3-43-10-123-10-123-10-123-10-122-4-86-3-4Scale = 1:68.9 Plate Offsets (X, Y):[4:0-5-4,0-1-4], [5:0-8-4,0-1-12], [6:0-8-4,0-1-12], [7:0-2-12,0-2-8], [16:0-4-0,0-4-8] 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 0.35 Vert(LL)-0.19 16-17 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.53 Vert(CT)-0.37 16-17 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT)0.06 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 423 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 21-1,21-3,19-3,17-5,17-6,16-6,13-7,13-9,11-9 :2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-15 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-6 max.): 1-4, 5-6, 7-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (lb/size)11=1859/ Mechanical, 22=1878/ Mechanical Max Horiz 22=-120 (LC 4) Max Uplift 11=-387 (LC 5), 22=-405 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-22=-1800/410, 1-2=-2290/454, 2-3=-2290/454, 3-4=-4960/857, 4-5=-4592/781, 5-6=-3164/561,6-7=-4534/764, 7-8=-3811/709,8-9=-3811/710, 9-10=-42/28, 10-11=-133/56 BOT CHORD 21-22=-103/112, 20-21=-755/3975, 19-20=-755/3975, 17-19=-868/4925, 16-17=-555/3124, 14-16=-865/4842, 13-14=-867/4844, 12-13=-475/2224, 11-12=-475/2224 WEBS 1-21=-572/2798, 2-21=-327/168, 3-21=-2083/360, 3-20=0/262, 3-19=-159/1217, 4-19=-813/160,4-17=-3134/606, 5-17=-529/2968,6-17=-110/236, 6-16=-478/2796,7-16=-3116/612, 7-14=-41/52,7-13=-1307/175, 8-13=-299/149,9-13=-342/2013, 9-12=0/223, 9-11=-2760/564 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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 405 lb uplift at joint 22 and 387 lb uplift at joint 11. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 12)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-60, 4-5=-60, 5-6=-60, 6-7=-60, 7-10=-60, 11-22=-20 Concentrated Loads (lb) Vert: 4=-24 (F), 7=-24 (F), 21=-10 (F), 2=-11 (F), 19=-2 (F), 17=-86 (F), 8=-10 (F), 13=-10 (F), 15=-2 (F), 23=-21 (F), 24=-11 (F), 25=-11 (F), 26=-11 (F), 27=-24 (F), 28=-24 (F), 29=-24 (F), 30=-10 (F), 31=-10 (F), 32=-10 (F), 33=-10 (F), 34=-13 (F), 35=-10 (F), 36=-10 (F), 37=-10 (F), 38=-2 (F), 39=-2 (F), 40=-2 (F), 41=-2 (F), 42=-2 (F), 43=-2 (F), 44=-10 (F), 45=-10 (F), 46=-10 (F), 47=-10 (F), 48=-84 (F), 49=-84 (F), 50=-84 (F) Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466755TG14Roof Special Girder 1 221110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:49 Page: 1 ID:St5b_p9b?PG6v8E9jSru2ryAx46-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x8 1 5 4 2 6 3 0-10-8 -0-10-8 2-11-12 2-11-12 2-11-124-3-30-11-03-10-12Scale = 1:28.3 Plate Offsets (X, Y):[5:0-5-4,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL)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 YES WB 0.00 Horz(CT)-0.01 3 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 2-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=70/ Mechanical, 4=30/ Mechanical, 5=183/0-3-8 Max Horiz 5=84 (LC 12) Max Uplift 3=-52 (LC 12) Max Grav 3=77 (LC 19), 4=53 (LC 3), 5=183 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-158/43, 1-2=0/43, 2-3=-116/50 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior (1) 2-1-8 to 2-11-0 zone; cantilever left and right exposed ; endvertical left and right exposed;C-C for members andforces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 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 52 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 Kaveney Res-Roof Trusses I49466756T32Jack-Open 5 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:12 Page: 1 ID:_8TNerkeEfs4Cl2QAbjh7TyAx4f-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x8 4 3 1 2 3-0-0 3-0-03-10-120-10-123-10-12Scale = 1:25.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL)0.00 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 YES WB 0.00 Horz(CT)0.00 2 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 9 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 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=84/ Mechanical, 2=84/ Mechanical, 3=22/ Mechanical, 4=33/ Mechanical Max Horiz 1=53 (LC 12), 4=44 (LC 3) Max Uplift 2=-52 (LC 12) Max Grav 1=84 (LC 1), 2=88 (LC 19), 3=45 (LC 3), 4=67 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=0/0, 1-2=-118/53 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) 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)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 2. 6)N/A 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)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 Kaveney Res-Roof Trusses I49466757T33Jack-Open 9 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:12 Page: 1 ID:_8TNerkeEfs4Cl2QAbjh7TyAx4f-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x8 1 5 4 2 6 3 0-10-4 -0-10-4 3-0-0 3-0-0 3-0-04-3-30-10-123-10-12Scale = 1:28.3 Plate Offsets (X, Y):[5:0-5-0,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL)0.01 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 YES WB 0.00 Horz(CT)-0.01 3 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 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=71/ Mechanical, 4=30/ Mechanical, 5=182/0-3-8 Max Horiz 5=85 (LC 12) Max Uplift 3=-52 (LC 12) Max Grav 3=78 (LC 19), 4=53 (LC 3), 5=182 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-157/42, 1-2=0/42, 2-3=-116/50 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-10-4 to 2-1-12, Interior (1) 2-1-12 to 2-11-4 zone; cantilever left and right exposed ;end vertical left and right exposed;C-C for members andforces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 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 52 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 Kaveney Res-Roof Trusses I49466758T34Jack-Open 5 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:12 Page: 1 ID:_8TNerkeEfs4Cl2QAbjh7TyAx4f-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =4x6 =2x4 =3x5 =3x6 =3x5 =5x6 =3x8 =2x4 =5x6 =3x5 =4x6 =3x5 =5x10 =3x6 =3x8 =3x5 =6x8 1012 11 9 221 18 17 16 15 14 13 819 722120 6 3 54 0-10-8 38-0-11 1-11-2 24-1-11 5-1-8 17-1-2 5-1-8 22-2-9 5-11-15 5-11-15 5-11-10 11-11-10 6-5-3 30-6-15 6-7-4 37-2-3 1-7-10 23-11-15 5-3-4 17-1-2 5-3-4 22-4-5 5-9-14 11-9-14 5-11-15 5-11-15 6-6-15 30-6-15 6-7-4 37-2-310-10-150-7-82-0-08-7-42-0-0Scale = 1:71.2 Plate Offsets (X, Y):[3:0-3-12,0-2-0], [5:0-3-12,0-2-0], [11:0-3-8,0-1-8], [13:0-7-4,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL)-0.12 13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.64 Vert(CT)-0.24 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT)0.13 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 194 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-18,8-11:2x4 SPF Stud WEDGE Left: 2x4 SPF Stud Right: 2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-2 oc purlins, except 2-0-0 oc purlins (4-3-12 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15 REACTIONS (lb/size)1=1475/0-3-8, 9=1538/0-3-8 Max Horiz 1=-163 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2240/0, 2-3=-1855/0, 3-4=-1649/0, 4-5=-1649/0, 5-6=-1992/23, 6-8=-2308/0, 8-9=-2247/0, 9-10=0/16 BOT CHORD 1-18=0/1753, 16-18=0/1753, 15-16=0/1442, 14-15=0/1587, 13-14=0/1830, 12-13=0/111, 6-13=0/731, 11-12=0/64, 9-11=0/1736 WEBS 2-18=0/259, 2-16=-399/88, 3-16=0/381, 3-15=-52/491, 4-15=-344/83, 5-15=-92/259, 5-14=-27/809, 6-14=-879/62, 11-13=0/1775, 8-13=-79/186, 8-11=-414/50 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-10-6, Interior (1) 3-10-6 to 11-11-10, Exterior(2R) 11-11-10 to 17-1-2, Interior (1) 17-1-2 to 22-2-9, Exterior(2R) 22-2-9 to 27-5-11, Interior (1) 27-5-11 to 38-0-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)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 Kaveney Res-Roof Trusses I49466759T35Piggyback Base 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:13 Page: 1 ID:LeK6qAC62enYNlXwyHwqChyAx42-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 5.512 812 =4x5 =2x4 =5x6 =4x8 =2x4 =3x8 =2x4 =4x6 =4x5 =5x8 =4x5 =3x5 =4x5 =5x10 =4x6 =4x5 =3x5 =4x8 =5x6 =2x4 =3x8 =5x6 =4x8 =4x5 =3x5 =6x8 =3x5 =4x8 =3x6 =3x5 =2x4 =4x5 NAILEDNAILED Special NAILED NAILED 1821 20 19 17 1 2 34 37 3833 32 31 30 29 28 27 26 25 24 23 22 1636353645 157 148 9 13 121011 0-10-8 53-10-14 0-10-8 -0-10-8 1-11-2 39-11-14 2-4-12 2-4-12 3-1-6 18-9-12 2-11-5 24-10-7 3-1-6 21-11-2 2-11-5 27-9-12 4-4-10 15-8-6 4-4-10 6-9-6 4-6-6 11-3-12 4-1-14 44-1-12 5-1-8 38-0-12 5-1-8 32-11-4 4-3-10 48-5-6 4-6-15 53-0-6 0-1-13 15-11-15 2-3-0 2-3-0 2-9-9 24-10-7 2-9-9 27-8-0 2-9-13 18-9-12 1-7-10 39-10-2 3-3-2 22-0-14 4-3-10 48-5-6 4-6-6 15-10-2 4-6-6 6-9-6 4-6-6 11-3-12 4-3-10 44-1-12 4-6-15 53-0-6 5-3-4 38-2-8 5-3-4 32-11-410-10-150-7-82-0-02-0-01-9-143-9-142-10-46-8-23-11-210-7-4Scale = 1:95.3 Plate Offsets (X, Y):[3:0-3-0,0-2-0], [6:0-5-4,Edge], [10:0-3-12,0-2-0], [12:0-3-12,0-2-0], [22:0-6-4,0-4-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL)-0.05 21 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(CT)-0.11 21 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.50 Horz(CT)0.05 17 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 623 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 13-21:2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 9-26,25-9,25-10,25-11,11-24,23-11,23-12,23- 13,22-14,14-20:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-6, 10-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:6-0-0 oc bracing: 29-30. REACTIONS (lb/size)2=672/0-3-8, 17=1482/0-3-8, 30=2336/0-3-8 Max Horiz 2=159 (LC 7) Max Uplift 2=-61 (LC 8) Max Grav 2=683 (LC 21), 17=1482 (LC 1), 30=2336 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/12, 2-3=-1033/86, 3-4=-1194/129, 4-5=-1194/129, 5-6=0/1309, 6-7=-769/24, 7-8=-1510/0, 8-9=-1658/0, 9-10=-1596/0, 10-11=-1276/0, 11-12=-1511/0, 12-13=-1857/0, 13-14=-2176/0, 14-16=-1918/0, 16-17=-2183/0, 17-18=0/21 BOT CHORD 2-34=-117/845, 33-34=-118/823, 32-33=-79/441, 30-32=-79/441, 29-30=-1462/0, 28-29=-36/660, 26-28=0/1320, 25-26=0/1343, 24-25=0/1526, 23-24=0/1526, 22-23=0/1743, 21-22=0/79, 13-22=0/828, 20-21=0/75, 19-20=0/1695, 17-19=0/1695 WEBS 3-34=0/219, 3-33=-57/390, 4-33=-274/79, 5-33=-44/830, 5-32=0/117, 5-30=-1747/60, 6-30=-1520/0, 6-29=0/2338, 7-29=-1084/0, 7-28=0/901, 8-28=-486/0, 8-26=-17/91, 9-26=-57/40, 9-25=-165/87, 10-25=0/632, 11-25=-538/32, 11-24=0/194, 11-23=-185/108, 12-23=0/807, 13-23=-864/31, 20-22=0/1671, 14-22=-26/307, 14-20=-601/0, 16-20=-218/60, 16-19=0/172 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, 2x4 - 1 row at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)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 61 lb uplift at joint 2. 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) 142 lb down and 37 lb up at 2-4-12 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: 1-3=-60, 3-6=-60, 6-8=-60, 8-10=-60, 10-12=-60, 12-18=-60, 2-22=-20, 17-21=-20 Concentrated Loads (lb) Vert: 34=-142 (F), 35=0 (F), 36=0 (F), 37=-3 (F), 38=-3 (F) Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466760TG15Piggyback Base Girder 1 221110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:50 Page: 1 ID:ED9vM_tc5XilUCEVgLPkxIyAx3B-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 5.512 812 =4x5 =3x5 =2x4 =5x6 =3x5 =3x5 =3x6 =3x5 =5x8 =2x4 =3x8 =5x6 =3x6 =3x5 =5x6 =2x4 =3x8 =5x6 =3x5 =4x6 =3x5 =5x10 =3x6 =3x8 =3x5 =6x8 151716 14 1 2 28 27 26 25 24 23 22 21 20 19 18 323 4 6295 13 1273130 11 1089 0-10-8 53-10-14 0-10-8 -0-10-8 1-11-2 39-11-14 4-0-9 21-11-2 5-1-8 38-0-12 5-1-8 32-11-4 4-4-12 4-4-12 6-8-14 11-1-10 6-8-14 17-10-9 5-10-10 27-9-12 6-5-3 46-5-1 6-7-4 53-0-6 1-7-10 39-10-2 2-0-6 18-0-5 4-0-9 22-0-14 4-3-0 4-3-0 5-3-4 38-2-8 5-3-4 32-11-4 5-7-2 27-8-0 5-9-9 15-11-15 5-11-5 10-2-5 6-6-15 46-5-1 6-7-4 53-0-610-10-150-7-82-0-02-0-02-9-144-9-141-10-46-8-23-11-210-7-4Scale = 1:95.3 Plate Offsets (X, Y):[2:0-3-1,0-0-5], [4:0-3-0,0-2-0], [6:0-2-12,0-2-12], [7:0-5-0,0-3-0], [8:0-3-12,0-2-0], [10:0-3-12,0-2-0], [16:0-3-8,0-1-8], [18:0-7-4,0-4-0], [23:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL)-0.10 18 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.57 Vert(CT)-0.21 16-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT)0.10 14 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 266 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 26-22:2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except*28-4,27-5,25-6,24-6,23-6,23-7,13-16:2x4SPF Stud WEDGE Right: 2x6 SPF No.2 SLIDER Left 2x4 SPF Stud -- 2-3-9 BRACING TOP CHORD Structural wood sheathing directly applied or3-7-5 oc purlins, except2-0-0 oc purlins (4-8-0 max.): 4-6, 8-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 25-27,24-25,23-24. WEBS 1 Row at midpt 8-21, 9-20, 10-20 REACTIONS (lb/size)2=469/0-3-8, 14=1441/0-3-8, 25=2435/0-3-8 Max Horiz 2=158 (LC 11) Max Uplift 2=-23 (LC 12) Max Grav 2=493 (LC 25), 14=1441 (LC 1), 25=2435 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/7, 2-4=-645/37, 4-5=-183/169, 5-6=0/1432, 6-7=-1200/35, 7-8=-1481/63, 8-9=-1415/74, 9-10=-1415/74, 10-11=-1782/87, 11-13=-2088/28, 13-14=-2082/0, 14-15=0/16 BOT CHORD 2-28=-46/504, 27-28=-49/498, 25-27=-261/113, 24-25=-277/57, 23-24=-276/58, 21-23=0/1023, 20-21=0/1151, 19-20=0/1413, 18-19=0/1645, 17-18=0/111, 11-18=0/688, 16-17=0/61, 14-16=0/1603 WEBS 4-28=0/217, 4-27=-403/6, 5-27=0/383, 5-25=-1599/40, 6-25=-1952/0, 6-24=0/46, 6-23=0/1527, 7-23=-684/29, 7-21=-9/230, 8-21=-27/142, 8-20=-25/575, 9-20=-343/84, 10-20=-103/157, 10-19=-33/789, 11-19=-841/76, 16-18=0/1638, 13-18=-100/138, 13-16=-370/62 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-10-8 to 4-4-12, Exterior(2R) 4-4-12 to 9-8-6, Interior (1) 9-8-6 to 27-9-12, Exterior (2R) 27-9-12 to 32-11-4, Interior (1) 32-11-4 to 38-0-12, Exterior(2R) 38-0-12 to 43-4-6, Interior (1) 43-4-6 to 53-10-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x5 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 2. 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 Kaveney Res-Roof Trusses I49466761T36Piggyback Base 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:13 Page: 1 ID:DQZdfYGc6tH_sMrhB7_mNXyAx4_-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 5.512 812 =5x8 =3x5 =3x5 =2x4 =5x6 =6x10 =2x4 =MT18HS 10x12 =MT18HS 10x12 =6x8 =2x4 =4x6 =MT18HS 10x12 =4x6 =8x10 =2x4 =5x8 =3x6 =5x6 =3x5 =3x6 =3x5 =2x4 =3x5 =3x5 =6x8 15 1 2 26 25 24 23 22 21 20 19 18 17 16 14 27 3131328 4 6295 1273011 1089 0-10-8 -0-10-8 1-10-7 21-11-2 2-7-1 53-0-6 5-1-8 38-0-12 5-1-8 32-11-4 6-10-0 13-2-12 6-10-0 20-0-12 5-10-10 27-9-12 5-11-10 44-0-6 6-4-12 6-4-12 6-4-14 50-5-5 0-3-8 50-5-5 1-10-7 22-0-14 5-3-4 38-2-8 5-3-4 32-11-4 5-7-2 27-8-0 5-9-14 44-0-6 6-1-6 50-1-13 6-3-0 6-3-0 6-11-12 13-2-12 6-11-12 20-2-810-3-150-7-80-4-33-9-143-9-140-10-44-8-23-11-28-7-4Scale = 1:93.9 Plate Offsets (X, Y):[2:Edge,0-2-9], [4:0-4-0,0-2-8], [6:0-2-12,0-3-0], [7:0-6-8,0-3-0], [8:0-7-12,0-2-0], [10:0-3-12,0-2-0], [14:0-0-14,0-3-0], [20:0-2-12,0-1-8], [21:0-2-4,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL)-0.56 21-22 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.69 Vert(CT)-1.13 22-25 >533 180 MT18HS 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT)0.24 14 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 256 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 1-4,7-8:2x4 SPF 1650F 1.5E, 4-6:2x4 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E *Except* 18-14:2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 26-4,5-25,22-6,21-6,21-7,12-16:2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 3-5-0, Right 2x4 SPFStud -- 3-6-0 BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (2-2-0 max.): 4-6, 8-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 6-25, 7-20, 8-19, 9-19 REACTIONS (lb/size)2=2060/0-3-8, 14=2180/0-3-8 Max Horiz 2=148 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/7, 2-4=-3741/0, 4-5=-5636/0, 5-6=-5636/0, 6-7=-6172/0, 7-8=-3768/0, 8-9=-2754/32, 9-10=-2754/32, 10-12=-2807/17, 12-14=-3215/0, 14-15=0/86 BOT CHORD 2-26=0/3200, 25-26=0/3194, 22-25=0/6857, 21-22=0/6860, 20-21=0/5693, 19-20=0/3016, 17-19=0/2241, 16-17=0/2559, 14-16=0/2559 WEBS 4-26=0/260, 4-25=0/2747, 5-25=-475/103, 6-25=-1374/0, 6-22=0/179, 6-21=-2504/0, 7-21=0/2239, 7-20=-3316/0, 8-20=0/2128, 8-19=-562/52, 9-19=-324/83, 10-19=0/1055, 10-17=0/399, 12-17=-405/75, 12-16=0/251 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) -0-10-8 to 4-2-0, Interior (1) 4-2-0 to 6-4-12, Exterior(2R) 6-4-12 to 11-5-5, Interior (1) 11-5-5 to 27-9-12, Exterior(2R) 27-9-12 to 32-11-4, Interior (1) 32-11-4 to 38-0-12, Exterior(2R) 38-0-12 to 43-1-4, Interior (1) 43-1-4 to 53-0-6 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)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466762T37Piggyback Base 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:14 Page: 1 ID:HDtbXQcMbacV?DIVaVYLjMyAx4p-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 812 =4x5 =3x5 =2x4 =5x10 =8x10 =3x6 =4x8 =3x8 =2x4 =10x12 =2x4 =3x6 =5x8 =5x6 =2x4 =3x8 =5x6 =3x8 =4x6 =6x8 =6x10 =5x6 =6x8 =3x5 1 2 26 25 2322 21 20 19 18 17 16 15 24 3 14331327428 6 72958 3212 9 11303110 0-2-0 22-2-14 0-10-8 -0-10-8 4-0-10 8-4-12 4-4-2 4-4-2 5-1-8 38-0-12 5-1-8 32-11-4 4-11-6 48-0-0 4-11-14 43-0-10 5-6-14 27-9-12 6-9-1 22-0-14 6-11-1 15-3-13 7-6-6 55-6-6 0-3-12 22-4-10 5-3-4 38-2-8 5-3-4 32-11-4 5-3-6 27-8-0 6-1-0 22-0-14 7-8-2 55-6-6 7-8-14 15-11-15 8-3-0 8-3-0 9-7-12 47-10-48-8-150-7-81-11-120-0-131-11-121-11-122-10-24-9-140-0-134-10-113-8-98-7-4Scale = 1:97.5 Plate Offsets (X, Y):[2:0-2-5,0-1-13], [5:0-5-0,0-1-7], [7:0-6-0,0-3-4], [9:0-3-12,0-2-0], [11:0-3-12,0-2-0], [13:0-2-0,0-1-4], [14:Edge,0-2-8], [15:Edge,0-1-8], [16:0-3-0,0-1-12] 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 0.72 Vert(LL)-0.38 16-18 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.81 Vert(CT)-0.90 16-18 >525 180 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT)-0.04 24 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 295 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-8:2x8 SP 2400F 2.0E, 11-13:2x4 SPF 1650F 1.5E, 13-14:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 25-21:2x4 SP 2400F2.0E WEBS 2x4 SPF No.2 *Except* 14-15,26-4,26-5,24-6,23-7,22-8,16-13:2x4 SPF Stud, 16-14:2x4 SPF 1650F 1.5E SLIDER Left 2x4 SPF Stud -- 2-4-2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc purlins, except end verticals, and 2-0-0 oc purlins (2-9-8 max.): 5-8, 9-11, 13-14. BOT CHORD Rigid ceiling directly applied or 3-3-14 oc bracing. WEBS 1 Row at midpt 7-24, 9-20, 10-20 REACTIONS (lb/size)2=-154/0-3-8, 15=1229/0-3-8, 24=3407/0-3-8 Max Horiz 2=151 (LC 9) Max Uplift 2=-414 (LC 26) Max Grav 2=49 (LC 25), 15=1229 (LC 1), 24=3407 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/7, 2-4=0/1058, 4-5=0/1226, 5-6=0/1083, 6-7=0/2988, 7-8=-342/93, 8-9=-685/91, 9-10=-486/97, 10-11=-1152/83, 11-12=-1495/64, 12-13=-4902/0, 13-14=-4304/0, 14-15=-1148/7 BOT CHORD 2-26=-889/30, 24-26=-2715/0, 23-24=-798/49, 22-23=-798/49, 20-22=-797/50, 19-20=0/915, 18-19=0/915, 16-18=0/1859, 15-16=-4/182 WEBS 4-26=-418/86, 5-26=-710/48, 6-26=0/2064, 6-24=-1614/39, 7-24=-2839/0, 7-23=0/134, 8-22=0/79, 8-20=0/1439, 9-20=-34/107, 10-20=-966/0, 10-19=0/154, 10-18=-18/477, 11-18=0/509, 12-18=-984/82, 12-16=0/3139, 13-16=-2998/0, 14-16=0/4214 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) -0-10-8 to 4-8-2, Interior (1) 4-8-2 to 8-4-12, Exterior(2R) 8-4-12 to 13-11-6, Interior (1)13-11-6 to 27-9-12, Exterior(2R) 27-9-12 to 33-4-7,Interior (1) 33-4-7 to 38-0-12, Exterior(2R) 38-0-12 to43-7-6, Interior (1) 43-7-6 to 55-4-10 zone; cantilever leftand right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 414 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466763T38Piggyback Base 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:15 Page: 1 ID:e_FmIaIVPofZjqZGsFYT_AyAx3x-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 812 =4x5 =3x5 =2x4 =3x5 =3x5 =MT18HS 10x12 =3x6 =4x5 =5x6 =5x6 =5x6 =3x6 =2x4 =5x6 =3x5 =3x5 =5x6 =2x4 =4x8 =5x6 =3x5 =3x6 =2x4 =5x8 =2x4 =5x10 =4x8 =3x5 1 2 29 28 27 26 25 2423 22 21 20 19 18 17 16 3 304 13 14 1534 5 31 6 7 89 1210333211 0-10-8 -0-10-8 2-4-3 24-5-1 3-4-11 27-9-12 4-7-15 22-0-14 5-1-7 50-1-7 5-1-8 38-0-12 5-1-8 32-11-4 5-0-10 10-4-12 5-4-2 5-4-2 5-4-15 55-6-6 7-0-3 17-4-15 6-11-4 45-0-0 2-5-15 24-6-13 3-1-3 27-8-0 4-10-14 10-3-0 5-3-3 50-1-7 5-3-4 38-2-8 5-3-4 32-11-4 5-4-2 5-4-2 5-4-15 55-6-6 5-8-14 15-11-15 6-1-0 22-0-14 6-7-12 44-10-48-8-150-7-83-11-120-6-43-11-123-11-121-10-25-9-140-6-46-4-22-3-28-7-4Scale = 1:97.5 Plate Offsets (X, Y):[2:0-3-1,0-0-5], [5:0-10-0,0-2-8], [10:0-3-12,0-2-0], [12:0-3-12,0-2-0], [13:0-2-12,0-2-12] 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 0.95 Vert(LL)-0.14 18-20 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.71 Vert(CT)-0.32 18-20 >999 180 MT18HS 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT)0.03 16 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 292 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 19-16,27-24:2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except*15-16,4-29,18-13,14-17:2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 2-10-15 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-8, 10-12, 13-15. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-26, 6-26, 9-23, 10-22, 11-21, 12-21, 13-20 REACTIONS (lb/size)2=-1/0-3-8, 16=1293/0-3-8, 26=3191/0-3-8 Max Horiz 2=166 (LC 11) Max Uplift 2=-232 (LC 26) Max Grav 2=98 (LC 25), 16=1293 (LC 1), 26=3191 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/7, 2-4=-62/702, 4-5=0/1019, 5-6=0/1993, 6-7=-3/224, 7-8=-334/34, 9-10=-798/56, 10-11=-1091/64, 11-12=-1091/64, 12-13=-1665/30, 13-14=-1595/0, 14-15=-1594/0, 15-16=-1241/0 BOT CHORD 2-29=-587/130, 28-29=-587/130, 26-28=-866/91, 25-26=-1496/80, 23-25=-245/115, 22-23=-39/302,21-22=-8/645, 20-21=0/1276, 18-20=0/2528,17-18=0/2523, 16-17=-25/37 WEBS 4-29=0/228, 4-28=-531/46, 5-28=0/397, 5-26=-1583/22, 6-26=-2002/36, 6-25=0/1981, 7-25=-1406/17, 7-23=-3/1344, 8-23=-1224/20, 8-9=-1164/10, 9-22=0/739, 10-22=-551/32, 10-21=-2/875, 11-21=-341/86, 12-21=-376/39, 12-20=0/796, 13-20=-1407/16, 13-18=0/241, 13-17=-1143/0, 14-17=-330/90, 15-17=0/1920 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) -0-10-8 to 4-8-2, Interior (1) 4-8-2 to 10-4-12, Exterior(2R) 10-4-12 to 15-11-6, Interior (1)15-11-6 to 27-9-12, Exterior(2R) 27-9-12 to 33-4-7,Interior (1) 33-4-7 to 38-0-12, Exterior(2R) 38-0-12 to43-7-6, Interior (1) 43-7-6 to 55-4-10 zone; cantilever leftand right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 232 lb uplift at joint 2. 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 Kaveney Res-Roof Trusses I49466764T39Piggyback Base 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:16 Page: 1 ID:aNNWjFJlxPvGy7jf_gax4byAx3v-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x8 =5x6 =5x6 =4x5 =3x5 =3x6 =2x4 1 2 7 6 5 4 8 9 3 0-10-8 -0-10-8 4-1-8 9-9-0 5-7-7 5-7-7 4-1-8 9-9-0 5-7-7 5-7-76-10-150-11-02-4-156-6-7Scale = 1:45.6 Plate Offsets (X, Y):[2:0-1-10,0-1-2] 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 0.57 Vert(LL)-0.01 2-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.21 Vert(CT)-0.02 2-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 54 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 6-3:2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E -- 3-7-13 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=439/0-3-8, 5=382/0-3-8 Max Horiz 2=120 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/18, 2-3=-326/48, 3-4=-279/70, 4-5=-352/73 BOT CHORD 2-6=-14/165, 5-6=-24/26 WEBS 3-6=0/161, 4-6=0/183 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) -0-10-8 to 2-1-8, Interior (1) 2-1-8 to 5-7-7, Exterior(2R) 5-7-7 to 8-7-7, Interior (1) 8-7-7 to 9-7-4 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 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 Kaveney Res-Roof Trusses I49466765T40Common2121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:16 Page: 1 ID:_8TNerkeEfs4Cl2QAbjh7TyAx4f-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =2x4 =3x5 1 2 5 3 4 0-10-8 -0-10-8 2-4-12 2-4-12 2-4-121-11-90-7-81-9-14Scale = 1:24 Plate Offsets (X, Y):[2:0-1-8,0-1-5] 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 0.06 Vert(LL)0.00 2-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.05 Vert(CT)0.00 2-5 >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-P Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud -- 1-5-1 BRACING TOP CHORD Structural wood sheathing directly applied or 2-4-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=156/0-3-8, 4=60/ Mechanical, 5=23/ Mechanical Max Horiz 2=39 (LC 12) Max Uplift 4=-25 (LC 12) Max Grav 2=156 (LC 1), 4=60 (LC 1), 5=47 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/7, 2-4=-49/20 BOT CHORD 2-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C formembers and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 Kaveney Res-Roof Trusses I49466766T42Jack-Open 2 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:17 Page: 1 ID:_8TNerkeEfs4Cl2QAbjh7TyAx4f-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 812 =4x5 =3x5 =3x5 =2x4 =3x5 =3x5 =5x6 =3x6 =4x5 =5x6 =3x6 =5x6 =5x8 =3x5 =5x6 =2x4 =4x8 =5x6 =3x5 =3x6 =2x4 =5x8 =5x8 =3x8 =5x8 =5x6 =5x6 =3x5 1 2 28 27 26 25 24 23 22 21 20 19 18 17 16 15 3 29 13 14430 3411 1275316 8 1032339 0-10-8 -0-10-8 2-8-1 27-9-12 1-5-5 55-6-6 3-11-4 42-0-0 5-1-8 38-0-12 5-1-8 32-11-4 4-6-2 54-1-1 6-4-8 18-9-4 6-4-8 25-1-12 6-0-10 12-4-12 6-4-2 6-4-2 7-7-0 49-6-15 1-7-1 55-6-6 2-4-9 27-8-0 3-7-12 41-10-4 3-8-14 15-11-15 4-2-10 53-11-5 5-3-4 38-2-8 5-3-4 32-11-4 5-10-14 12-3-0 6-4-2 6-4-2 7-10-8 49-8-11 9-3-9 25-3-88-8-150-7-82-11-112-11-112-11-113-0-15-11-120-10-26-9-141-9-68-7-4Scale = 1:97.5 Plate Offsets (X, Y):[2:0-3-1,0-0-5], [5:0-4-0,0-2-8], [7:0-5-4,0-1-12], [8:0-3-12,0-2-0], [10:0-3-8,0-1-12], [11:0-2-12,0-3-0], [12:0-5-12,0-2-0], [13:0-5-4,0-1-12] 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 0.78 Vert(LL)-0.13 23-25 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.64 Vert(CT)-0.30 17-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT)0.05 15 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 293 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 11-12:2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 *Except* 26-24:2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 14-15,4-28,17-13,16-13,16-14:2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 3-5-10 BRACING TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-1 max.): 5-7, 8-10, 11-12, 13-14. BOT CHORD Rigid ceiling directly applied or 6-0-0 ocbracing. WEBS 1 Row at midpt 5-25, 6-25, 8-22, 9-21, 10-21, 11-17 REACTIONS (lb/size)2=174/0-3-8, 15=1365/0-3-8, 25=2944/0-3-8 Max Horiz 2=163 (LC 9) Max Uplift 2=-88 (LC 26) Max Grav 2=257 (LC 25), 15=1365 (LC 1), 25=2944 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/7, 2-4=-65/455, 4-5=-3/843, 5-6=0/1266, 6-7=-772/67, 7-8=-1095/91, 8-9=-1288/74, 9-10=-1288/74,10-11=-1791/54, 11-12=-1185/27,12-13=-1480/3, 13-14=-707/16,14-15=-1314/0 BOT CHORD 2-28=-368/116, 27-28=-368/116, 25-27=-699/38, 23-25=-525/25, 22-23=0/746, 21-22=0/876, 20-21=0/1410, 18-20=0/1993, 17-18=0/1989, 16-17=-7/636, 15-16=-16/29 WEBS 4-28=0/288, 4-27=-630/52, 5-27=0/365, 5-25=-1175/47, 6-25=-1894/22, 6-23=0/1836, 7-23=-1150/59, 7-22=-3/420, 8-22=-363/20, 8-21=0/823, 9-21=-350/81, 10-21=-271/39, 10-20=0/916, 11-20=-1020/26, 11-18=0/258, 11-17=-998/0, 12-17=0/465, 13-17=0/656, 13-16=-1287/13, 14-16=0/1450 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) -0-10-8 to 4-8-2, Interior (1) 4-8-2 to 12-4-12, Exterior(2R) 12-4-12 to 17-11-6, Interior (1) 17-11-6 to 27-9-12, Exterior(2R) 27-9-12 to 33-4-7, Interior (1) 33-4-7 to 38-0-12, Exterior(2E) 38-0-12 to 42-0-0, Interior (1) 42-0-0 to 49-6-15, Exterior(2E) 49-6-15 to 54-1-1, Interior (1) 54-1-1 to 55-4-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466767T43Piggyback Base 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:17 Page: 1 ID:_y2fLHMdDKHrpbSEfp8ehDyAx3s-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 812 =4x5 =3x5 =3x5 =2x4 =3x5 =3x6 =3x5 =5x6 =3x6 =4x5 =5x10 =2x4 =3x6 =4x6 =5x8 =5x6 =3x8 =5x8 =3x5 =3x6 =5x6 =3x5 =4x6 =3x8 =3x5 1 2 25 24 2322 21 20 19 18 17 16 15 14 13326 32412531 86277 3010 112829 9 0-10-8 -0-10-8 4-3-15 50-10-14 6-1-8 20-6-4 6-1-8 26-7-12 4-7-7 55-6-6 6-0-12 39-0-0 6-3-8 32-11-4 7-7-0 46-6-15 7-0-10 14-4-12 7-4-2 7-4-2 1-8-14 15-11-15 4-6-5 20-6-4 5-11-0 38-10-4 6-1-12 32-11-4 6-3-4 26-9-8 6-10-14 14-3-0 7-4-2 7-4-2 7-10-8 46-8-11 8-9-10 55-6-612-1-140-7-82-0-37-9-147-9-140-1-147-11-124-0-812-0-4Scale = 1:98 Plate Offsets (X, Y):[2:0-2-13,0-0-13], [6:0-3-8,0-2-4], [8:0-5-8,0-1-12], [10:0-6-0,0-1-12], [11:0-3-12,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL)-0.14 14-15 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.65 Vert(CT)-0.30 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT)0.05 14 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 289 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 10-11:2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 *Except* 23-20:2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-25,14-13:2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 4-0-5 BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-11 max.): 6-8, 10-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-22, 7-22, 8-19, 8-18,10-18, 12-14 REACTIONS (lb/size)2=201/0-3-8, 14=1374/0-3-8, 22=2908/0-3-8 Max Horiz 2=210 (LC 9) Max Uplift 2=-35 (LC 26) Max Grav 2=320 (LC 25), 14=1374 (LC 1), 22=2908 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/7, 2-4=-136/390, 4-6=-2/968, 6-7=0/1050, 7-8=-901/92, 8-9=-1217/123, 9-10=-1218/107, 10-11=-1568/59, 11-12=-1520/48, 12-13=-159/46, 13-14=-172/31 BOT CHORD 2-25=-307/100, 24-25=-307/100, 22-24=-801/76, 21-22=-128/92, 19-21=-128/92, 18-19=0/881, 17-18=0/1564,15-17=0/1206, 14-15=0/1113 WEBS 4-25=0/326, 4-24=-734/68, 6-24=0/440, 6-22=-1180/19, 7-22=-1929/0, 7-21=0/217, 7-19=0/1503, 8-19=-1025/64, 8-18=-89/207, 9-18=-30/864, 10-18=-1026/74, 10-17=-228/75, 11-17=0/511, 11-15=0/235, 12-15=-16/176, 12-14=-1533/0 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) -0-10-8 to 4-8-2, Interior (1) 4-8-2 to 14-4-12, Exterior(2R) 14-4-12 to 19-11-6, Interior (1)19-11-6 to 32-11-4, Exterior(2R) 32-11-4 to 38-5-14,Interior (1) 38-5-14 to 46-6-15, Exterior(2R) 46-6-15 to52-1-10, Interior (1) 52-1-10 to 55-4-10 zone; cantileverleft and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466768T44Roof Special 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:18 Page: 1 ID:svjtUCn8IuMWhNMCPRodHJyAx4b-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 812 =4x5 =3x5 =3x5 =3x5 =4x8 =3x6 =3x6 =5x10 =MT18HS 10x12 =3x6 =5x6 =5x6 =5x6 =3x6 =8x12 =3x5 =3x5 =4x6 =6x8 =3x6 =6x8 =6x8 =3x6 =4x8 =3x5 =5x8 20 19 18 17 16 15 1 2 26 25 24 23 22 21 3 33322714284135 1267298309103111 0-10-8 -0-10-8 5-3-5 40-2-11 5-5-1 45-7-12 6-3-6 28-6-4 6-3-6 22-2-14 6-5-2 34-11-6 7-10-0 15-11-8 7-5-15 60-7-5 7-5-10 53-1-6 8-1-8 8-1-8 0-2-3 15-11-15 5-5-1 40-2-11 5-6-13 45-9-8 7-3-14 53-1-6 7-5-15 60-7-5 7-8-4 15-9-12 8-1-8 8-1-8 9-4-10 25-4-9 9-5-1 34-9-1010-7-40-7-82-0-08-7-42-0-0Scale = 1:104.7 Plate Offsets (X, Y):[2:0-2-1,0-0-13], [6:0-5-3,Edge], [12:0-5-12,0-2-0], [15:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL)-0.23 21-22 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.80 Vert(CT)-0.51 21-22 >999 180 MT18HS 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT)0.09 15 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 299 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 25-23:2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-26:2x4 SPF Stud WEDGE Right: 2x6 SPF No.2 SLIDER Left 2x4 SPF Stud -- 4-5-9 BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-0-11 max.): 6-12. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 10-21 WEBS 1 Row at midpt 4-24, 6-24, 8-22, 11-19,11-17, 14-17 WEBS 2 Rows at 1/3 pts 7-24 REACTIONS (lb/size)2=104/0-3-8, 15=1580/0-3-8, 24=3206/0-3-8 Max Horiz 2=160 (LC 11) Max Uplift 2=-227 (LC 26), 15=-7 (LC 13) Max Grav 2=167 (LC 25), 15=1587 (LC 26), 24=3206 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/7, 2-4=-65/829, 4-6=0/1308, 6-7=0/1074, 7-8=-787/89, 8-10=-1768/87, 10-11=-1761/89, 11-12=-1446/130, 12-14=-1892/115, 14-15=-2400/46 BOT CHORD 2-26=-689/142, 24-26=-689/142, 22-24=-81/291, 21-22=-24/1206, 20-21=0/93, 10-21=-351/75, 19-20=-27/1, 17-19=0/1545,16-17=0/1883, 15-16=0/1883 WEBS 4-26=0/332, 4-24=-811/79, 6-24=-918/9, 7-24=-2178/0, 7-22=0/1416, 8-22=-1195/35, 8-21=-3/928, 19-21=0/1651, 11-21=-63/442, 11-19=-473/32, 11-17=-354/116, 12-17=0/618, 14-17=-545/103, 14-16=0/333 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-10-8 to 5-1-8, Interior (1) 5-1-8 to 15-11-8, Exterior(2R) 15-11-8 to 24-5-5, Interior (1) 24-5-5 to 45-7-12, Exterior(2R) 45-7-12 to 54-1-9, Interior (1) 54-1-9 to 60-5-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner’s authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 227 lb uplift at joint 2 and 7 lb uplift at joint 15. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466769T45Piggyback Base 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:19 Page: 1 ID:xLAPmzNulxYZ3vccnEA6neyAx3q-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 812 =4x5 =3x5 =3x5 =3x5 =4x8 =3x6 =3x6 =5x10 =MT18HS 10x12 =3x6 =5x6 =5x6 =5x6 =3x6 =8x12 =3x5 =3x5 =4x6 =6x8 =3x6 =6x8 =6x8 =3x6 =4x8 =3x5 =5x8 20 19 18 17 16 15 1 2 26 25 24 23 22 21 3 33322714284135 1267298309103111 0-10-8 -0-10-8 5-3-5 40-2-11 5-5-1 45-7-12 6-3-6 28-6-4 6-3-6 22-2-14 6-5-2 34-11-6 7-10-0 15-11-8 7-5-15 60-7-5 7-5-10 53-1-6 8-1-8 8-1-8 0-2-3 15-11-15 5-5-1 40-2-11 5-6-13 45-9-8 7-3-14 53-1-6 7-5-15 60-7-5 7-8-4 15-9-12 8-1-8 8-1-8 9-4-10 25-4-9 9-5-1 34-9-1010-7-40-7-82-0-08-7-42-0-0Scale = 1:104.7 Plate Offsets (X, Y):[2:0-2-1,0-0-13], [6:0-5-3,Edge], [12:0-5-12,0-2-0], [15:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL)-0.23 21-22 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.80 Vert(CT)-0.51 21-22 >999 180 MT18HS 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT)0.09 15 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 299 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 25-23:2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-26:2x4 SPF Stud WEDGE Right: 2x6 SPF No.2 SLIDER Left 2x4 SPF Stud -- 4-5-9 BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-0-11 max.): 6-12. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 10-21 WEBS 1 Row at midpt 4-24, 6-24, 8-22, 11-19,11-17, 14-17 WEBS 2 Rows at 1/3 pts 7-24 REACTIONS (lb/size)2=104/0-3-8, 15=1580/0-3-8, 24=3206/0-3-8 Max Horiz 2=160 (LC 11) Max Uplift 2=-227 (LC 26), 15=-7 (LC 13) Max Grav 2=167 (LC 25), 15=1587 (LC 26), 24=3206 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/7, 2-4=-65/829, 4-6=0/1308, 6-7=0/1074, 7-8=-787/89, 8-10=-1768/87, 10-11=-1761/89, 11-12=-1446/130, 12-14=-1892/115, 14-15=-2400/46 BOT CHORD 2-26=-689/142, 24-26=-689/142, 22-24=-81/291, 21-22=-24/1206, 20-21=0/93, 10-21=-351/75, 19-20=-27/1, 17-19=0/1545,16-17=0/1883, 15-16=0/1883 WEBS 4-26=0/332, 4-24=-811/79, 6-24=-918/9, 7-24=-2178/0, 7-22=0/1416, 8-22=-1195/35, 8-21=-3/928, 19-21=0/1651, 11-21=-63/442, 11-19=-473/32, 11-17=-354/116, 12-17=0/618, 14-17=-545/103, 14-16=0/333 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-10-8 to 5-1-8, Interior (1) 5-1-8 to 15-11-8, Exterior(2R) 15-11-8 to 24-5-5, Interior (1) 24-5-5 to 45-7-12, Exterior(2R) 45-7-12 to 54-1-9, Interior (1) 54-1-9 to 60-5-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner’s authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 227 lb uplift at joint 2 and 7 lb uplift at joint 15. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466770T46Piggyback Base 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:20 Page: 1 ID:tjI9BfP8HZoHICm?ueCas3yAx3o-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 812 =MT18HS 3x10 =5x6 =5x10 =5x6 =5x8 =2x4 =3x5 =5x6 =3x6 =4x5 =3x5 =4x6 =3x5 =3x5 =3x6 =2x4 =4x8 =3x6 =5x6 =3x5 =3x6 =3x5 =2x4 =MT20HS 8x12 13252423222120191817161514 12 29 1111028 2 3 9427265678 0-10-8 54-7-11 3-3-11 8-11-4 3-5-12 12-5-0 5-7-9 5-7-9 6-6-4 38-9-9 6-6-4 18-11-4 6-8-0 25-7-4 6-8-0 32-3-5 7-5-15 53-9-3 7-5-10 46-3-3 3-2-4 12-3-4 3-7-3 9-1-0 5-5-13 5-5-13 6-8-0 38-11-5 6-8-0 32-3-5 6-8-0 25-7-4 6-8-0 18-11-4 7-3-14 46-3-3 7-5-15 53-9-310-10-156-0-90-7-88-10-68-10-61-8-1410-7-4Scale = 1:95.1 Plate Offsets (X, Y):[2:0-3-0,0-2-0], [3:0-2-12,0-2-8], [4:0-4-0,0-2-8], [9:0-3-12,0-2-0], [12:0-0-7,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 0.77 Vert(LL)-0.22 17-18 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.87 Vert(CT)-0.46 17-18 >999 180 MT18HS 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT)0.19 12 n/a n/a MT20HS 148/108 BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 315 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 9-10,10-13:2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Right: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-10 max.): 2-3, 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 3-24, 4-22, 11-15, 1-25, 5-20, 6-18, 6-17, 8-17 REACTIONS (lb/size)12=2201/0-3-8, 25=2138/0-3-8 Max Horiz 25=-174 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1440/47, 2-3=-1218/66, 3-4=-2242/46, 4-5=-2558/26, 5-6=-2792/13, 6-8=-2687/22, 8-9=-2688/22, 9-11=-2845/14,11-12=-3360/0, 12-13=0/16, 1-25=-2088/0 BOT CHORD 24-25=-142/164, 23-24=0/1834, 22-23=0/1834, 20-22=0/1976, 18-20=0/2558, 17-18=0/2792, 15-17=0/2242, 14-15=0/2638, 12-14=0/2638 WEBS 2-24=0/405, 3-24=-1646/0, 3-23=0/67, 3-22=-13/491, 4-22=-339/80, 9-15=0/481, 11-15=-508/114, 11-14=0/324, 1-24=0/1787, 5-20=-842/102, 4-20=-23/1158, 5-18=-12/497, 6-18=-286/89, 6-17=-287/67, 8-17=-422/98, 9-17=-87/940 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) 10-11-15 to 19-9-6, Interior (1) 19-9-6 to 23-3-2, Exterior(2R) 23-3-2 to 28-7-11, Interior (1) 28-7-11 to 49-7-12, Exterior(2R) 49-7-12 to 55-0-4, Interior (1) 55-0-4 to 65-5-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)The Fabrication Tolerance at joint 12 = 12%, joint 12 = 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 Kaveney Res-Roof Trusses I49466771T47Piggyback Base 3 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:20 Page: 1 ID:aevxH3XPwd2sVlWwUlOwGAyAx3e-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 812 =MT18HS 3x10 =6x8 =4x6 =5x6 =6x8 =5x8 =3x5 =5x6 =3x6 =4x5 =3x5 =4x6 =3x5 =3x5 =3x6 =2x4 =4x8 =3x6 =5x6 =3x5 =3x5 =3x6 =3x5 =2x4 =MT20HS 8x12 14262524232221201918171615 13 3012 1 11291023 9428275678 0-10-8 54-7-11 3-3-11 6-11-4 3-7-9 3-7-9 5-0-2 48-8-12 4-11-1 43-8-10 5-5-12 12-5-0 5-0-7 53-9-3 6-6-4 18-11-4 6-6-4 38-9-9 6-8-0 32-3-5 6-8-0 25-7-4 3-5-13 3-5-13 3-7-3 7-1-0 5-2-4 12-3-4 6-8-0 38-11-5 6-8-0 32-3-5 6-8-0 25-7-4 6-8-0 18-11-4 7-3-14 46-3-3 7-5-15 53-9-310-10-156-0-90-7-87-10-67-10-62-8-1410-7-4Scale = 1:95.1 Plate Offsets (X, Y):[2:0-3-0,0-2-0], [3:0-5-4,0-2-0], [4:0-4-0,0-2-8], [9:0-3-12,0-2-0], [13:0-0-7,Edge], [24:0-3-8,0-3-0], [25:0-2-4,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL)-0.23 18-19 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.94 Vert(CT)-0.48 18-19 >999 180 MT18HS 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT)0.18 13 n/a n/a MT20HS 148/108 BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 316 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 12-15:2x4 SPF Stud WEDGE Right: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or2-10-6 oc purlins, except end verticals, and2-0-0 oc purlins (2-9-5 max.): 2-3, 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-25, 3-24, 4-23, 1-26, 5-21, 6-19, 6-18, 8-18, 10-16 REACTIONS (lb/size)13=2201/0-3-8, 26=2138/0-3-8 Max Horiz 26=-174 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1053/54, 2-3=-1719/37, 3-4=-2277/42, 4-5=-2557/29, 5-6=-2792/16, 6-8=-2688/24, 8-9=-2689/24, 9-10=-2788/22,10-12=-3157/0, 12-13=-3313/0, 13-14=0/16,1-26=-2107/0 BOT CHORD 25-26=-144/168, 24-25=-45/929, 23-24=0/1687, 21-23=0/1978, 19-21=0/2557, 18-19=0/2792, 16-18=0/2239, 15-16=0/2474, 13-15=0/2604 WEBS 2-25=-1480/18, 2-24=0/1901, 3-24=-1655/9, 3-23=-11/578, 4-23=-346/83, 9-16=-6/499, 1-25=0/1792, 5-21=-842/105, 4-21=-28/1157, 5-19=-14/497, 6-19=-285/91, 6-18=-287/67, 8-18=-423/95, 9-18=-85/941, 10-16=-425/108, 10-15=-1/310, 12-15=-116/114 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) 10-11-15 to 17-9-6, Interior (1) 17-9-6 to 23-3-2, Exterior(2R) 23-3-2 to 28-7-11, Interior (1) 28-7-11 to 49-7-12, Exterior(2R) 49-7-12 to 55-0-4, Interior (1) 55-0-4 to 65-5-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)The Fabrication Tolerance at joint 13 = 16%, joint 13 = 16% 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 Kaveney Res-Roof Trusses I49466772T48Piggyback Base 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:21 Page: 1 ID:HaVjNUehaiJRiHHr3rZHgHyAx3U-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 812 =3x5 =5x8 =6x8 =5x8 =3x5 =5x8 =3x6 =3x10 =3x5 =3x6 =3x5 =3x5 =3x6 =2x4 =5x8 =3x6 =5x6 =3x5 =3x5 =5x10 =2x4 =5x6 =3x5 23 22 21 20 19 18 17 16 15 14 13 12 11 1028 21 27 924 8326254567 3-7-15 46-3-3 3-9-12 42-7-5 4-11-4 4-11-4 6-6-4 18-11-4 6-6-4 38-9-9 6-8-0 25-7-4 6-8-0 32-3-5 4-4-6 50-7-9 7-5-12 12-5-0 4-4-6 50-7-9 5-1-0 5-1-0 6-8-0 25-7-4 6-8-0 38-11-5 6-8-0 18-11-4 6-8-0 32-3-5 7-2-4 12-3-4 7-3-14 46-3-310-7-46-10-62-8-96-10-66-10-63-8-1410-7-4Scale = 1:89 Plate Offsets (X, Y):[2:0-6-0,0-2-0], [3:0-5-0,0-2-0], [8:0-3-12,0-2-0], [12:Edge,0-1-8], [19:0-3-8,0-1-8], [22:0-3-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL)-0.17 17 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.68 Vert(CT)-0.35 17-19 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT)0.13 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 297 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 2-3:2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 12-11,13-11:2x4 SPFStud BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-0 max.): 1-2, 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 1-23, 2-22, 3-21, 8-14, 4-19, 5-17, 5-16, 7-16, 9-13 REACTIONS (lb/size)12=2014/0-3-8, 23=2014/0-3-8 Max Horiz 23=-182 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-23=-1972/0, 1-2=-1401/18, 2-3=-2148/23, 3-4=-2328/24, 4-5=-2484/15, 5-7=-2299/28, 7-8=-2300/28, 8-9=-2192/35, 9-10=-1860/43, 10-11=-1860/0, 11-12=-1980/0 BOT CHORD 22-23=-159/189, 21-22=-47/1362, 19-21=-11/1836, 17-19=0/2328, 16-17=0/2484, 14-16=0/1771, 13-14=0/1727, 12-13=-17/30 WEBS 1-22=0/2318, 2-22=-1728/41, 2-21=-17/674, 3-21=-305/95, 8-14=-73/206, 11-13=0/1706, 4-19=-720/117, 3-19=-45/1007, 4-17=-26/355, 5-17=-163/103, 5-16=-405/47, 7-16=-422/93, 8-16=-65/1054, 9-14=-79/244, 9-13=-558/49, 10-13=-255/101 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 4-11-4, Interior (1) 4-11-4 to 12-5-0, Exterior(2R) 12-5-0 to 17-5-12, Interior (1) 17-5-12 to 38-9-9, Exterior(2R) 38-9-9 to 43-10-5, Interior (1) 43-10-5 to 50-5-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x5 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466773T49Piggyback Base 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:22 Page: 1 ID:lm35bqfJL0RIJRs1dZ4WCVyAx3T-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 812 =6x8 =5x6 =5x8 =5x6 =3x6 =3x10 =4x6 =3x6 =2x4 =5x8 =3x6 =5x6 =5x10 =2x4 =5x6 24 23 22 21 20 19 18 17 16 15 14 13 12 112129 28 10253 9427265678 2-11-4 2-11-4 3-7-15 46-3-3 3-9-12 42-7-5 4-8-14 7-8-2 4-8-14 12-5-0 6-6-4 38-9-9 6-6-4 18-11-4 6-8-0 25-7-4 6-8-0 32-3-5 4-4-5 50-7-9 3-1-0 3-1-0 4-4-5 50-7-9 6-8-0 25-7-4 6-8-0 38-11-5 6-8-0 18-11-4 6-8-0 32-3-5 7-3-14 46-3-3 9-2-4 12-3-410-7-45-10-62-8-95-10-65-10-64-8-1410-7-4Scale = 1:89 Plate Offsets (X, Y):[2:0-3-0,Edge], [4:0-3-0,0-2-0], [9:0-3-12,0-2-0], [13:Edge,0-1-8], [20:0-3-8,0-1-8], [23:0-2-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL)-0.18 22-23 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.71 Vert(CT)-0.40 22-23 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT)0.14 13 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 302 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 13-12,14-12:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or3-10-5 oc purlins, except end verticals, and2-0-0 oc purlins (3-1-11 max.): 1-2, 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-24, 3-23, 4-22, 9-15, 5-20, 6-18, 6-17, 8-17, 10-14 REACTIONS (lb/size)13=2014/0-3-8, 24=2014/0-3-8 Max Horiz 24=184 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-24=-2015/0, 1-2=-1029/7, 2-3=-1183/42, 3-4=-2116/33, 4-5=-2329/25, 5-6=-2484/14, 6-8=-2299/28, 8-9=-2300/28, 9-10=-2192/35,10-11=-1860/43, 11-12=-1859/0,12-13=-1980/0 BOT CHORD 23-24=-166/163, 22-23=-41/1631, 20-22=-10/1833, 18-20=0/2329, 17-18=0/2484, 15-17=0/1771, 14-15=0/1727, 13-14=-17/30 WEBS 1-23=0/2194, 2-23=-719/27, 3-23=-1239/14, 3-22=-12/507, 4-22=-268/110, 9-15=-73/206, 12-14=0/1706, 5-20=-726/115, 4-20=-49/1002, 5-18=-26/356, 6-18=-162/104, 6-17=-404/47, 8-17=-424/94, 9-17=-66/1055, 10-15=-80/244, 10-14=-558/49, 11-14=-254/101 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 2-11-4, Interior (1) 2-11-4 to 12-5-0, Exterior(2R) 12-5-0 to 17-5-12, Interior (1) 17-5-12 to 38-9-9, Exterior(2R) 38-9-9 to 43-10-5, Interior (1) 43-10-5 to 50-5-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x5 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466774T50Piggyback Base 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:22 Page: 1 ID:EydUoAgx5JZ9xbRDBGblliyAx3S-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 812 =3x5 =3x8 =5x6 =3x10 =3x5 =3x8 =8x10 =4x6 =5x6 =3x6 =3x5 =4x5 =6x8 =4x5 =4x5 =3x5 =4x5 =4x6 =8x10 =3x8 =2x4 =5x8 =3x8 =3x5 25 24 23 22 21 20 19 18 17 16 15 14 21 12 13 27326 4 56 7 8 9 102829 11 0-2-1 16-3-8 0-11-4 0-11-4 4-1-5 20-4-13 4-3-3 16-1-7 5-11-5 32-10-4 5-5-8 6-4-12 5-11-5 38-9-9 5-5-8 11-10-4 6-6-2 26-10-15 5-1-11 50-7-9 6-8-5 45-5-14 4-6-0 24-10-13 4-11-12 29-10-9 5-3-7 50-7-9 5-3-12 11-8-8 6-4-13 45-4-2 6-4-12 6-4-12 8-8-5 20-4-13 9-0-12 38-11-510-7-44-10-66-1-120-3-64-10-64-10-61-3-66-1-124-2-210-3-140-3-610-7-4Scale = 1:89 Plate Offsets (X, Y):[5:0-2-1,0-2-8], [11:0-7-8,0-2-8], [12:0-2-12,0-2-12], [24:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL)-0.19 16-18 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.79 Vert(CT)-0.43 16-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT)0.15 14 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 361 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 4-8,8-11:2x8 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 25-1,25-2:2x4 SPFStud, 7-19:2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2, 12-13, 4-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 5-23, 7-20, 9-18, 10-16, 12-14, 9-19 REACTIONS (lb/size)14=2013/0-3-8, 25=2013/0-3-8 Max Horiz 25=214 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-25=-51/23, 1-2=-53/43, 2-3=-1789/0, 3-4=-2114/16, 11-12=-2251/8, 12-13=-58/55, 13-14=-135/34, 4-5=-1801/40, 5-6=-2161/21,6-7=-2419/0, 7-9=-2480/0, 9-10=-2411/0,10-11=-1785/50 BOT CHORD 24-25=-165/353, 23-24=-77/1544, 20-23=-50/2161, 19-20=-28/2419, 18-19=-12/2499, 16-18=0/2272, 15-16=0/1579, 14-15=0/1577 WEBS 2-25=-1978/0, 2-24=0/1552, 3-24=-886/35, 3-23=-23/533, 4-23=0/609, 5-23=-974/66, 6-20=0/730, 7-20=-518/91, 9-18=-372/85, 10-18=0/542, 10-16=-1038/90, 11-16=0/809, 12-16=-42/376, 12-15=0/219, 12-14=-2407/0, 7-19=-26/213, 9-19=-151/54 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 0-11-4, Interior (1) 0-11-4 to 11-10-4, Exterior(2R) 11-10-4 to 16-11-0, Interior (1) 16-11-0 to 38-9-9, Exterior(2R) 38-9-9 to 43-10-5, Interior (1) 43-10-5 to 50-5-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)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 Kaveney Res-Roof Trusses I49466775T51Piggyback Base 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:23 Page: 1 ID:i8Bs0WhZsdh0Zk0Qk_7_HwyAx3R-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 812 =MT18HS 3x10 =4x6 =5x6 =3x5 =4x8 =5x6 =3x5 =4x6 =5x10 =5x8 =3x8 =6x8 =3x5 =3x5 =3x6 =3x5 =4x6 =5x6 =3x8 =5x8 =4x5 =4x5 =3x10 =3x5 25 24 23 22 2120 19 18 17 16 15 14 1 22627 11 31 12 13 3 428 5 1063029789 1-11-1 20-11-10 3-11-2 46-4-15 4-0-10 4-0-10 3-8-5 42-5-14 4-7-3 14-5-6 4-7-3 19-0-9 5-11-5 32-10-4 5-11-5 26-10-15 5-11-5 38-9-9 5-9-10 9-10-4 4-2-10 50-7-9 1-1-13 1-1-13 1-7-9 20-9-14 3-4-13 42-4-2 8-3-7 50-7-9 8-6-11 9-8-8 9-0-12 38-11-5 9-0-12 29-10-9 9-5-13 19-2-510-7-44-4-128-1-128-1-118-1-111-2-29-3-141-3-610-7-4Scale = 1:89.6 Plate Offsets (X, Y):[3:0-3-0,0-2-0], [5:0-5-4,0-1-12], [6:0-5-12,0-2-0], [10:0-3-12,0-2-0], [11:0-5-4,0-1-12], [12:0-1-12,0-1-8], [15:0-1-12,0-1-8], [21:0-2-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL)-0.22 21-23 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.91 Vert(CT)-0.52 21-23 >999 180 MT18HS 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT)0.15 14 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 317 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 25-1,24-1:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or3-3-2 oc purlins, except end verticals, and2-0-0 oc purlins (3-3-12 max.): 3-5, 6-10,11-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 13-14, 2-24, 4-23, 5-21, 5-19, 7-19, 7-18, 9-16, 11-15, 12-14 REACTIONS (lb/size)14=2013/0-3-8, 25=2013/0-3-8 Max Horiz 25=231 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-530/34, 2-3=-2060/16, 3-4=-1758/28, 4-5=-2652/9, 5-6=-2901/26, 6-7=-2404/34, 7-9=-2383/20, 9-10=-1758/44, 10-11=-2178/29, 11-12=-1769/10, 12-13=-77/75, 13-14=-101/27, 1-25=-2018/0 BOT CHORD 24-25=-221/176, 23-24=-172/1200, 21-23=-71/2287, 19-21=-33/2643, 18-19=-22/2460, 16-18=-23/2250,15-16=-5/1742, 14-15=-36/961 WEBS 2-24=-1785/26, 2-23=0/835, 3-23=0/594, 4-23=-1138/34, 4-21=0/807, 5-21=-601/29, 5-19=-1142/27, 6-19=0/1317, 7-19=-316/62, 7-18=-334/69, 9-18=0/537, 9-16=-1036/28, 10-16=0/886, 11-16=-55/200, 11-15=-1433/22, 12-15=0/1755, 12-14=-2070/0, 1-24=0/1765 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) 7-11-12 to 13-0-8, Interior (1) 13-0-8 to 17-8-4, Exterior(2R) 17-8-4 to 22-9-0, Interior (1) 22-9-0 to 28-9-10, Exterior(2R) 28-9-10 to 33-10-6, Interior (1) 33-10-6 to 46-7-9, Exterior(2E) 46-7-9 to 50-3-14, Interior (1) 50-3-14 to 58-3-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466776T52Piggyback Base 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:24 Page: 1 ID:6js_eYjS9Y3bQCl?Q6ghvYyAx3O-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 812 =MT18HS 3x10 =5x6 =5x10 =5x8 =4x5 =3x6 =3x10 =5x8 =4x6 =4x8 =6x8 =3x5 =3x5 =3x6 =3x5 =4x6 =5x6 =3x5 =2x4 =5x6 =2x4 =5x8 =6x8 =3x5 24 23 22 21 20 19 18 17 1615 14 13 1 25 26 423 10 1129 12952728678 0-8-5 39-5-14 3-5-1 20-11-10 4-10-3 12-8-6 4-10-3 17-6-9 5-5-1 44-10-15 5-11-5 32-10-4 5-11-5 26-10-15 5-11-5 38-9-9 7-10-4 7-10-4 5-8-9 50-7-9 0-4-13 39-4-2 3-1-9 20-9-14 5-6-13 44-10-15 5-8-9 50-7-9 7-8-8 7-8-8 9-0-12 38-11-5 9-0-12 29-10-9 9-11-13 17-8-510-7-44-4-1210-1-128-3-148-3-141-9-1410-1-110-5-810-7-4Scale = 1:89 Plate Offsets (X, Y):[1:Edge,0-1-12], [2:0-5-0,0-2-0], [4:0-5-4,0-1-12], [5:0-5-12,0-2-0], [9:0-3-8,0-1-12], [13:Edge,0-1-8], [14:0-1-12,0-1-12], [21:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.97 Vert(LL)-0.27 21-23 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.95 Vert(CT)-0.62 21-23 >971 180 MT18HS 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT)0.14 13 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 311 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 1-2:2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 24-1:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied,except end verticals, and 2-0-0 oc purlins(3-1-1 max.): 2-4, 5-9, 10-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 21-23,18-19. WEBS 1 Row at midpt 3-23, 4-19, 6-19, 6-18, 8-16, 10-14, 11-14, 1-24 WEBS 2 Rows at 1/3 pts 12-13 REACTIONS (lb/size)13=2013/0-3-8, 24=2013/0-3-8 Max Horiz 24=246 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1962/0, 2-3=-1655/15, 3-4=-2891/0, 4-5=-2955/7, 5-6=-2401/21, 6-8=-2384/5, 8-9=-1760/29, 9-10=-2091/14, 10-11=-1037/52, 11-12=-1037/52, 12-13=-1960/5, 1-24=-1953/0 BOT CHORD 23-24=-298/238, 21-23=-135/2363, 19-21=-85/2878, 18-19=-63/2460, 16-18=-55/2250, 15-16=-40/1772, 14-15=-39/1771, 13-14=-83/96 WEBS 2-23=0/505, 3-23=-1342/16, 3-21=0/999, 4-21=-711/25, 4-19=-1212/18, 5-19=0/1326, 6-19=-322/84, 6-18=-277/75, 8-18=0/488,8-16=-965/26, 9-16=0/906, 10-15=-48/101,10-14=-1521/0, 11-14=-387/95,12-14=0/2093, 1-23=0/1848 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) 7-11-12 to 13-0-8, Interior (1) 13-0-8 to 15-8-4, Exterior(2R) 15-8-4 to 20-6-6, Interior (1) 20-6-6 to 28-9-10, Exterior(2R) 28-9-10 to 33-10-6, Interior (1) 33-10-6 to 46-7-9, Exterior(2E) 46-7-9 to 47-3-14, Interior (1) 47-3-14 to 58-3-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466777T53Piggyback Base 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:25 Page: 1 ID:awQNrtk4wsBS1MKBzpBwSmyAx3N-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 812 =5x8 =2x4 =3x5 =3x6 =3x5 =5x6 =4x6 =5x8 =2x4 =5x8 =2x4 =MT18HS 3x10 =5x8 =MT18HS 10x12 =3x5 =4x5 =3x6 =4x5 =4x6 =5x8 =4x8 =3x5 =4x8 =4x6 =3x5 1 2 26 25 24 23 22 21 20 19 18 17 16 15 1427 3 284 13 3075296 8 1291011 0-10-8 -0-10-8 5-1-3 18-9-6 5-1-3 23-10-9 4-11-1 28-9-10 5-11-5 40-8-4 5-11-5 34-8-15 5-11-5 46-7-9 4-4-5 58-5-9 6-8-7 13-8-4 6-11-13 6-11-13 7-5-10 54-1-3 4-4-5 58-5-9 4-7-9 28-7-14 5-2-15 18-9-6 5-2-15 24-0-5 6-6-11 13-6-8 6-11-13 6-11-13 7-3-14 54-1-3 9-0-12 46-9-5 9-0-12 37-8-910-10-110-5-122-8-107-3-147-3-143-3-610-7-4Scale = 1:102.3 Plate Offsets (X, Y):[2:Edge,0-2-12], [5:0-4-0,0-2-8], [7:0-2-12,0-2-12], [8:0-9-12,0-2-0], [12:0-5-8,0-1-12], [14:0-3-0,0-1-8], [16:0-3-8,0-2-0] 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 0.86 Vert(LL)-0.41 22 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.84 Vert(CT)-0.84 19-20 >833 180 MT18HS 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT)0.25 15 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 313 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 4-5,12-14,1-4:2x4 SPF 1650F 1.5E BOT CHORD 2x4 SP 2400F 2.0E *Except* 21-18,24-21:2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 3-26,15-14,16-14:2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-3-15 max.): 5-7, 8-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-23, 7-20, 9-20, 9-19,11-17 REACTIONS (lb/size)2=2389/0-3-8, 15=2326/0-3-8 Max Horiz 2=195 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-27=-4528/0, 3-27=-4354/0, 3-28=-3980/0, 4-28=-3957/0, 4-5=-3879/0, 5-6=-4215/0, 6-29=-4214/0, 7-29=-4215/0, 7-8=-4081/26, 8-9=-3306/42, 9-10=-3006/41, 10-11=-3006/41, 11-12=-2118/76, 12-30=-2565/38, 13-30=-2698/0, 13-14=-2167/0, 14-15=-2289/0 BOT CHORD 2-26=0/3917, 25-26=0/3917, 24-25=0/3459, 23-24=0/3459, 22-23=0/4663, 21-22=0/4664, 20-21=0/4664, 19-20=0/3174, 18-19=0/2784, 17-18=0/2784, 16-17=0/1771 WEBS 3-26=0/294, 3-25=-520/74, 5-25=0/418, 5-23=0/1286, 6-23=-313/84, 7-23=-763/0, 7-20=-2367/22, 8-20=0/1891, 9-20=-80/313, 9-19=-653/61, 11-19=0/848, 11-17=-1381/13, 12-17=0/1040, 13-17=-47/548, 13-16=-930/52, 14-16=0/2041 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) -0-10-8 to 4-11-10, Interior (1) 4-11-10 to 13-8-4, Exterior(2R) 13-8-4 to 19-6-6, Interior (1) 19-6-6 to 28-9-10, Exterior(2R) 28-9-10 to 34-8-15,Interior (1) 34-8-15 to 46-7-9, Exterior(2R) 46-7-9 to52-5-11, Interior (1) 52-5-11 to 58-3-13 zone; cantileverleft and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS forreactions shown; Lumber DOL=1.60 plate gripDOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466778T54Piggyback Base 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 E Dec 6 2021 Print: 8.530 E Dec 6 2021 MiTek Industries, Inc. Thu Dec 30 07:33:17 Page: 1 ID:?V6VUvmyDna0up2mfyld4OyAx3K-DUkx_9Yj4G953f?E9rzlpe5pGh4K9RLrdpEPaNy3rNX December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 812 =5x8 =2x4 =3x5 =3x5 =5x6 =5x6 WB =5x10 =2x4 =6x8 =2x4 =MT18HS 10x12 =5x8 =MT18HS 10x12 =3x5 =5x6 =3x8 =5x8 =4x5 =4x6 =4x5 =6x8 =6x8 =3x6 =4x5 =3x5 1 2 26 25 24 23 22 21 20 1918 17 16 15 27 3 6428529 10 11 1232 13 147930318 0-4-0 0-10-8 -0-10-8 0-11-0 39-1-9 4-8-7 38-2-8 4-8-7 33-6-1 5-4-3 17-0-6 5-4-3 22-4-9 6-4-3 51-9-14 6-4-3 45-5-11 5-8-7 11-8-4 5-11-13 5-11-13 6-5-1 28-9-10 6-7-11 58-5-8 0-7-8 38-11-13 5-5-15 17-0-6 5-5-15 22-6-5 5-6-11 11-6-8 5-11-13 5-11-13 6-1-9 28-7-14 9-8-0 48-7-12 9-8-6 38-4-4 9-9-12 58-5-810-10-110-5-1210-1-126-3-146-3-143-9-1410-1-120-5-810-7-4Scale = 1:102.3 Plate Offsets (X, Y):[2:Edge,0-2-12], [4:0-4-0,0-2-8], [6:0-2-12,0-3-0], [7:0-10-4,0-2-4], [9:0-3-8,0-2-0], [10:0-5-4,0-2-0] 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 0.91 Vert(LL)-0.47 20-22 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.98 Vert(CT)-0.96 19-20 >726 180 MT18HS 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT)0.26 15 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 341 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 6-7:2x4 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E *Except* 21-17,24-21:2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 3-26:2x4 SPF Stud, 15-12:2x4 SPF 1650F 1.5E OTHERS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied,except end verticals, and 2-0-0 oc purlins(2-2-0 max.): 4-6, 7-9, 10-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 20-22. WEBS 1 Row at midpt 14-15, 6-23, 6-20, 8-20, 8-19, 10-19, 10-18, 11-16 WEBS 2 Rows at 1/3 pts 12-15 REACTIONS (lb/size)2=2389/0-3-8, 15=2326/0-3-8 Max Horiz 2=251 (LC 11) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-27=-4531/0, 3-27=-4381/0, 3-4=-4109/0, 4-5=-4652/0, 5-28=-4651/0, 6-28=-4652/0, 6-29=-4114/0, 7-29=-4092/0, 7-30=-3310/8, 8-30=-3310/8, 8-31=-2985/2, 9-31=-2986/2, 9-10=-3322/1, 10-11=-3066/0, 11-12=-1914/15 BOT CHORD 2-26=-201/3918, 25-26=-201/3918, 24-25=-159/3591, 23-24=-159/3591, 22-23=-78/5323, 21-22=-76/5325,20-21=-76/5325, 19-20=-81/3208,18-19=-47/3051, 17-18=-38/2381,16-17=-38/2381, 15-16=-46/1379 WEBS 3-25=-368/65, 4-25=0/356, 4-23=0/1598, 5-23=-325/89, 6-23=-1011/0, 6-20=-2755/0, 7-20=0/1867, 8-20=-94/279, 8-19=-522/76, 9-19=0/1222, 10-19=-626/64, 10-18=-972/16, 11-18=-16/1245, 11-16=-1521/60, 12-16=0/1746, 12-15=-2488/0 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) -0-10-8 to 4-11-10, Interior (1) 4-11-10 to 11-8-4, Exterior(2R) 11-8-4 to 17-6-6, Interior(1) 17-6-6 to 28-9-10, Exterior(2R) 28-9-10 to 34-7-12,Interior (1) 34-7-12 to 38-2-8, Exterior(2E) 38-2-8 to39-1-9, Interior (1) 39-1-9 to 58-3-12 zone; cantilever leftand right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466779T55Piggyback Base 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 E Dec 6 2021 Print: 8.530 E Dec 6 2021 MiTek Industries, Inc. Thu Dec 30 07:36:10 Page: 1 ID:pfTmkyrjodKAdkWw?Cs1JfyAx3E-7yFjVfes5j4PxOIhLN5ZsLJXgqQrw6RSetNchHy3rKp December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 812 =5x8 =2x4 =4x8 =5x8 =MT18HS 10x12 =5x8 =2x4 =3x10 =6x10 =5x10 =MT18HS 10x12 =4x6 =3x5 =5x6 =3x8 =5x8 =5x6 =3x6 =2x4 =6x8 =3x8 =3x5 1 2 23 2221 20 19 18 17 16 15 14 13 24 3 645 25 10 11 28 12 7 26 9278 0-10-8 -0-10-8 4-8-7 33-6-1 4-8-7 38-2-8 4-8-7 9-8-4 4-11-0 43-1-8 5-7-3 15-3-6 5-7-3 20-10-9 4-11-13 4-11-13 7-6-4 50-7-12 7-11-1 28-9-10 7-9-12 58-5-8 4-7-8 42-11-12 5-8-15 15-3-6 5-8-15 21-0-5 7-7-9 28-7-14 7-8-0 50-7-12 7-9-12 58-5-8 9-6-8 9-6-8 9-8-6 38-4-410-10-110-5-128-1-125-3-145-3-142-9-148-1-122-5-810-7-4Scale = 1:102.3 Plate Offsets (X, Y):[2:Edge,0-2-12], [4:0-4-8,0-1-12], [6:0-7-8,0-3-8], [7:0-9-12,0-2-0], [9:0-3-0,0-2-0], [10:0-5-12,0-2-0], [20:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL)-0.53 19-20 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.94 Vert(CT)-1.07 19-20 >654 180 MT18HS 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT)0.28 13 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 318 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 4-6,10-12:2x4 SPF 1650F 1.5E, 6-7:2x6 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E *Except* 18-15:2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 23-4,5-21,20-6:2x4 SPF Stud, 19-6,13-11:2x4 SPF 1650F 1.5E WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-6, 7-9, 10-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 17-19,16-17. WEBS 1 Row at midpt 12-13, 5-23, 6-19, 8-19, 8-17, 10-17, 10-16 WEBS 2 Rows at 1/3 pts 11-13 REACTIONS (lb/size)2=2389/0-3-8, 13=2326/0-3-8 Max Horiz 2=216 (LC 11) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-4441/0, 3-24=-4333/0, 3-4=-4247/0, 4-5=-3689/0, 5-6=-6296/0, 6-25=-4163/0, 7-25=-4035/0, 7-26=-3334/16,8-26=-3331/16, 8-27=-2980/23,9-27=-2980/23, 9-10=-3418/7, 10-11=-3368/0 BOT CHORD 2-23=-199/3850, 22-23=-53/5213, 21-22=-53/5213, 20-21=-53/5213, 19-20=-16/6269, 18-19=-46/3208, 17-18=-46/3208, 16-17=-2/3344, 15-16=-7/2036, 14-15=-7/2036, 13-14=-7/2036 WEBS 4-23=0/1578, 5-23=-2026/0, 5-20=0/1436, 6-20=-835/44, 6-19=-3455/0, 7-19=0/1797, 8-19=-53/434, 8-17=-700/57, 9-17=0/1209, 10-17=-677/25, 10-16=-1270/52, 11-16=0/1906, 11-14=0/357, 11-13=-2893/0 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) -0-10-8 to 4-9-14, Interior (1) 4-9-14 to 9-8-4, Exterior(2R) 9-8-4 to 15-3-6, Interior (1) 15-3-6 to 28-9-10, Exterior(2R) 28-9-10 to 34-7-12, Interior (1) 34-7-12 to 38-2-8, Exterior(2E) 38-2-8 to 43-1-8, Interior (1) 43-1-8 to 58-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466780T56Roof Special 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 E Dec 6 2021 Print: 8.530 E Dec 6 2021 MiTek Industries, Inc. Thu Dec 30 07:36:52 Page: 1 ID:pIqeuupPqVdEwgWaWsq5NkyAx4Z-u1nbK09CCdNS_rWlpCrPZC2kQlnCm7qeIPYqAry3rK9 December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 812 =4x8 =2x4 =8x10 =6x10 =2x4 =MT18HS 10x12 WB =MT18HS 10x12 =2x4 =6x10 =MT18HS 10x12 =MT18HS 3x10 =3x5 =3x6 =3x5 =3x5 =5x6 =3x8 =5x6 WB =2x4 =5x8 =2x4 =5x10 =6x8 =3x5 1 2 25 24 23 22 21 20 19 18 17 16 15 14 26 27 53428 11 12 13 6 107298309 0-11-5 -0-11-5 5-5-10 36-8-1 5-5-10 31-2-7 5-5-10 42-1-11 4-11-0 47-0-12 5-6-4 52-7-0 5-10-3 13-5-10 5-10-3 19-3-12 6-5-1 25-8-13 5-9-12 58-4-11 7-7-7 7-7-7 4-7-8 46-11-0 5-8-0 52-7-0 5-9-12 58-4-11 5-11-15 13-5-10 5-11-15 19-5-8 6-1-9 25-7-1 7-5-11 7-5-11 8-4-3 42-3-7 8-4-3 33-11-49-0-140-6-26-1-124-3-144-3-141-9-146-1-122-5-88-7-4Scale = 1:101.9 Plate Offsets (X, Y):[3:0-8-0,0-2-8], [6:0-9-12,0-2-0], [10:0-3-4,0-2-0], [11:0-2-12,0-2-8], [15:0-2-8,0-1-12] 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 0.97 Vert(LL)-0.64 21-22 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.77 Vert(CT)-1.28 21-22 >545 180 MT18HS 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT)0.30 14 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 308 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 1-3:2x6 SPF No.2, 3-5:2x4 SPF 1650F 1.5E, 5-6:2x4 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E *Except* 20-17:2x4 SPF1650F 1.5E WEBS 2x4 SPF No.2 *Except* 25-3,4-24,22-5:2x4 SPF Stud OTHERS 2x8 SP No.2 *Except* 17-17:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied,except end verticals, and 2-0-0 oc purlins(2-2-0 max.): 3-5, 6-10, 11-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 13-14, 5-24, 7-21, 7-19, 9-18, 11-15 WEBS 2 Rows at 1/3 pts 5-21 REACTIONS (lb/size)2=2390/0-3-8, 14=2323/0-3-8 Max Horiz 2=167 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-4402/0, 3-4=-5961/0, 4-5=-5961/0, 5-6=-5001/0, 6-7=-4035/0, 7-9=-3955/0, 9-10=-3263/0, 10-11=-3737/0,11-12=-2072/0, 12-13=-2072/0,13-14=-2270/0 BOT CHORD 2-25=-65/3803, 24-25=-68/3797, 22-24=0/7442, 21-22=0/7445, 19-21=0/4051, 18-19=0/3803, 16-18=0/3602, 15-16=0/3600, 14-15=-47/58 WEBS 3-25=0/295, 3-24=0/2628, 4-24=-360/95, 5-24=-1797/0, 5-22=0/214, 5-21=-4000/0, 6-21=0/2344, 7-21=-320/103, 7-19=-398/75, 9-19=0/579, 9-18=-1083/15, 10-18=0/1332, 11-18=-511/24, 11-16=0/161, 11-15=-2227/0, 12-15=-382/90, 13-15=0/2958 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) -0-10-8 to 4-11-10, Interior (1) 4-11-10 to 7-8-4, Exterior(2R) 7-8-4 to 13-6-6, Interior (1) 13-6-6 to 25-9-10, Exterior(2R) 25-9-10 to 31-7-12,Interior (1) 31-7-12 to 42-2-8, Exterior(2E) 42-2-8 to47-1-8, Interior (1) 47-1-8 to 58-3-12 zone; cantilever leftand right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS forreactions shown; Lumber DOL=1.60 plate gripDOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466781T57Roof Special 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:28 Page: 1 ID:9GeXyctXe1FW0ROYJPQG4nyAx4U-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 812 =4x5 =5x6 =5x10 =4x8 =8x10 WB =4x5 =MT18HS 10x12 =5x10 =MT18HS 10x12 =3x8 =5x6 =4x8 =3x8 =3x6 =4x8 =4x6 =5x6 =4x5 =5x8 =6x8 =4x8 =3x5 NAILEDNAILEDNAILEDNAILED NAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILED NAILED NAILEDNAILEDNAILED SpecialNAILEDNAILEDNAILEDNAILEDNAILED NAILEDNAILED NAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDSpecial 1 2 32 47 4831 49 503051 2952 28 2755 56 5726 25 58 2459 60 6123 62 63 2264 21 20 19 18 175354 633334435365 14 15 16 7 133746384589414243101144123940 0-10-8 -0-10-8 3-3-4 54-10-12 4-0-7 17-8-5 4-0-7 9-5-11 4-2-3 13-7-14 4-10-4 32-1-11 4-10-4 36-11-15 4-10-4 41-10-4 4-10-4 46-8-8 4-10-4 27-3-6 3-6-12 58-5-8 4-11-0 51-7-8 4-8-13 22-5-2 5-5-4 5-5-4 3-5-0 54-10-12 3-6-12 58-5-8 4-2-3 17-10-1 4-2-3 13-7-14 4-2-3 9-5-11 4-5-5 22-3-6 4-7-8 51-5-12 4-10-4 32-1-11 4-10-4 36-11-15 4-10-4 41-10-4 5-0-0 46-10-4 5-0-0 27-3-6 5-3-8 5-3-86-7-110-5-123-10-123-2-63-2-60-8-63-10-122-5-86-4-4Scale = 1:101.5 Plate Offsets (X, Y):[3:0-3-0,0-2-0], [6:0-6-12,0-1-12], [7:0-9-12,0-2-0], [13:0-3-0,0-2-0], [14:0-2-12,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL)-0.61 27-28 >999 240 MT18HS 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.72 Vert(CT)-1.20 27-28 >582 180 MT20 197/144 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT)0.17 17 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 995 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-6:2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP 2400F 2.0E *Except* 21-17,25-21:2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 27-7,27-8,8-26,24-8,9-24,24-10,10-23,22-10, 12-22,22-13,20-13,20-14:2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or5-3-6 oc purlins, except end verticals, and2-0-0 oc purlins (5-5-0 max.): 3-6, 7-13,14-16. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=4635/0-3-8, 17=4311/0-3-8 Max Horiz 2=109 (LC 5) Max Uplift 2=-537 (LC 8), 17=-578 (LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-9347/1124, 3-4=-12791/1598, 4-5=-12791/1598, 5-6=-19872/2635, 6-7=-12958/1814, 7-8=-10586/1520, 8-9=-10978/1687, 9-10=-10978/1687, 10-12=-9197/1457, 12-13=-9197/1457, 13-14=-8442/1304, 14-15=-4030/543, 15-16=-4029/543, 16-17=-4225/584 BOT CHORD 2-32=-1013/8184, 31-32=-1012/8146, 30-31=-2180/17052, 28-30=-2180/17052, 27-28=-2619/19773, 26-27=-1651/11038, 24-26=-1651/11038, 23-24=-1647/10380, 22-23=-1647/10380, 20-22=-1163/7479, 19-20=-1097/7651, 18-19=-1099/7651, 17-18=-28/38 WEBS 3-32=-22/735, 3-31=-715/5662, 4-31=-402/142, 5-31=-5142/702, 5-30=0/652, 5-28=-588/3401, 6-28=-1892/360, 6-27=-10580/1356, 7-27=-827/6685, 8-27=-905/299, 8-26=0/313, 8-24=-153/157, 9-24=-475/247, 10-24=-123/1009, 10-23=0/354, 10-22=-1934/291, 12-22=-486/262, 13-22=-476/2793, 13-20=-169/1278, 14-20=-185/164, 14-19=0/96, 14-18=-5313/787, 15-18=-193/63, 16-18=-788/5739 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 0-6-0 oc. Bottom chords connected as follows: 2x6 - 2 rowsstaggered at 0-6-0 oc.Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)All plates are 2x4 MT20 unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 578 lb uplift at joint 17 and 537 lb uplift at joint 2. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 13)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 544 lb down and 83 lb up at 5-5-4, and 1012 lb down and 247 lb up at 46-7-12 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) Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466782TG17Roof Special Girder 1 321110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:54 Page: 1 ID:Xa4YqNy?ShblpHHrbJ1NjmyAx34-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Vert: 1-3=-60, 3-6=-60, 6-7=-60, 7-13=-60,13-14=-60, 14-16=-60, 2-17=-20 Concentrated Loads (lb) Vert: 7=-79 (B), 11=-79 (B), 32=-544 (B), 20=-975(B), 21=-44 (B), 25=-44 (B), 33=-91 (B), 34=-91 (B),35=-91 (B), 36=-91 (B), 37=-79 (B), 38=-79 (B),39=-79 (B), 40=-79 (B), 41=-79 (B), 42=-79 (B), 43=-79 (B), 44=-79 (B), 45=-79 (B), 46=-79 (B), 47=-32 (B), 48=-32 (B), 49=-32 (B), 50=-32 (B), 51=-180 (B), 52=-187 (B), 53=-187 (B), 54=-187 (B), 55=-44 (B), 56=-44 (B), 57=-44 (B), 58=-44 (B), 59=-44 (B), 60=-44 (B), 61=-44 (B), 62=-44 (B), 63=-44 (B), 64=-44 (B) Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466782TG17Roof Special Girder 1 321110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:54 Page: 2 ID:Xa4YqNy?ShblpHHrbJ1NjmyAx34-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. 1212 =MT18HS 10x12 1 5 4 2 6 7 3 0-10-8 -0-10-8 5-5-4 5-5-4 5-5-46-8-110-11-06-4-4Scale = 1:37.7 Plate Offsets (X, Y):[5:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL)0.07 4-5 >875 240 MT18HS 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.41 Vert(CT)-0.08 4-5 >763 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.06 3 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 5-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=139/ Mechanical, 4=64/ Mechanical, 5=276/0-3-8 Max Horiz 5=145 (LC 12) Max Uplift 3=-91 (LC 12) Max Grav 3=150 (LC 19), 4=101 (LC 3), 5=276 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-236/29, 1-2=0/43, 2-3=-188/87 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior (1) 2-1-8 to 5-4-8 zone; cantilever left and right exposed ; endvertical left and right exposed;C-C for members andforces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 2)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 91 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 Kaveney Res-Roof Trusses I49466783T68Jack-Open 12 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:31 Page: 1 ID:5elHMHuoAfVEGlYwRqSk9CyAx4S-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x8 =5x6 =2x4 =6x8 =3x5 =2x4 1 2 7 6 5 83 4 0-10-8 -0-10-8 1-2-12 5-5-4 4-2-8 4-2-8 1-4-8 5-5-4 4-0-12 4-0-125-5-150-11-05-1-85-1-8Scale = 1:41.9 Plate Offsets (X, Y):[2:0-1-10,0-1-6], [3:0-6-4,0-1-12] 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 0.28 Vert(LL)0.00 2-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.12 Vert(CT)-0.01 2-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 40 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x8 SP 2400F 2.0E -- 2-7-5 BRACING TOP CHORD Structural wood sheathing directly applied or5-5-4 oc purlins, except end verticals, and2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=268/0-3-8, 5=207/ Mechanical Max Horiz 2=120 (LC 9) Max Uplift 5=-38 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/18, 2-3=-170/93, 3-4=-56/61, 4-5=-32/7 BOT CHORD 2-6=-57/97, 5-6=-58/95 WEBS 3-6=0/139, 3-5=-236/87 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior (1) 2-1-8 to 4-2-8, Exterior(2E) 4-2-8 to 5-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate 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)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 5. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 Kaveney Res-Roof Trusses I49466784T69Half Hip 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:32 Page: 1 ID:5elHMHuoAfVEGlYwRqSk9CyAx4S-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x8 =5x6 =2x4 =6x8 =3x5 =2x4 1 2 7 6 5 3 4 0-10-8 -0-10-8 2-6-12 5-5-4 2-10-8 2-10-8 2-8-8 5-5-4 2-8-12 2-8-124-1-150-11-03-9-83-9-8Scale = 1:31.8 Plate Offsets (X, Y):[2:0-1-10,0-1-6], [3:0-6-4,0-1-12] 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 0.12 Vert(LL)0.00 5-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.06 Vert(CT)0.00 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 5 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 SLIDER Left 2x8 SP 2400F 2.0E -- 1-8-11 BRACING TOP CHORD Structural wood sheathing directly applied or5-5-4 oc purlins, except end verticals, and2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=268/0-3-8, 5=207/ Mechanical Max Horiz 2=88 (LC 9) Max Uplift 5=-22 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/18, 2-3=-200/8, 3-4=-41/44, 4-5=-72/16 BOT CHORD 2-6=-59/131, 5-6=-60/128 WEBS 3-6=0/125, 3-5=-168/56 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior (1) 2-1-8 to 2-10-8, Exterior(2E) 2-10-8 to 5-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 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. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466785T70Half Hip 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:32 Page: 1 ID:aqJfadvQxyd5tv77_XzzhQyAx4R-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 612 =3x8 =6x8 =6x8 =3x5 =5x10 =3x5 =2x4 1 2 8 7 6 3 4 5 0-10-8 -0-10-8 2-5-0 3-11-8 1-5-12 5-5-4 1-6-8 1-6-8 1-4-0 5-5-4 1-4-12 1-4-12 2-8-8 4-1-43-6-130-11-03-2-62-5-8Scale = 1:32.8 Plate Offsets (X, Y):[2:0-4-2,0-1-6], [3:0-6-4,0-1-12], [8:0-4-0,0-2-4] 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 0.09 Vert(LL)0.00 7-8 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.05 Vert(CT)0.00 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT)0.00 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 32 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x8 SP 2400F 2.0E -- 1-3-0 BRACING TOP CHORD Structural wood sheathing directly applied or5-5-4 oc purlins, except end verticals, and2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=268/0-3-8, 6=207/ Mechanical Max Horiz 2=72 (LC 9) Max Uplift 2=-2 (LC 12), 6=-11 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/18, 2-3=-231/27, 3-4=-99/43, 4-5=-44/39, 5-6=-40/39 BOT CHORD 2-8=-94/141, 7-8=-96/137, 6-7=-48/105 WEBS 3-8=0/100, 3-7=-48/65, 4-7=-15/97, 4-6=-189/51 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) -0-10-8 to 3-11-8, Interior (1) 3-11-8 to 5-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 6 and 2 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466786T71Roof Special 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:32 Page: 1 ID:aqJfadvQxyd5tv77_XzzhQyAx4R-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 612 =2x4 =5x6 =2x4 =5x10 =4x5 =3x5 1 7 6 5 2 3 8 4 1-0-0 0-10-8 -0-10-8 1-1-0 1-3-8 0-2-8 0-2-8 4-1-12 5-5-4 1-5-4 1-5-4 4-0-0 5-5-43-6-130-11-03-2-60-6-81-1-8Scale = 1:33.2 Plate Offsets (X, Y):[2:0-4-8,0-2-0] 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 0.26 Vert(LL)-0.03 5-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.26 Vert(CT)-0.07 5-6 >950 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 23 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 5-5-4 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)5=200/ Mechanical, 7=273/0-3-8 Max Horiz 7=84 (LC 9) Max Uplift 5=-11 (LC 12), 7=-3 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/47, 2-3=-24/62, 3-4=-81/47, 4-5=-128/81 BOT CHORD 6-7=-185/109, 5-6=-183/106 WEBS 3-6=-81/27, 3-5=-60/160, 2-7=-169/79 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) -0-10-8 to 1-3-8, Interior (1) 1-3-8 to 5-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 5 and 3 lb uplift at joint 7. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466787T72Roof Special 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:33 Page: 1 ID:aqJfadvQxyd5tv77_XzzhQyAx4R-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =2x4 1 2 4 5 6 3 0-10-8 -0-10-8 5-5-4 5-5-4 5-5-43-5-130-5-123-2-6Scale = 1:25.7 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 0.42 Vert(LL)-0.04 2-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.29 Vert(CT)-0.09 2-4 >700 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 14 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=276/0-3-8, 3=151/ Mechanical, 4=52/ Mechanical Max Horiz 2=77 (LC 12) Max Uplift 3=-52 (LC 12) Max Grav 2=276 (LC 1), 3=151 (LC 1), 4=105 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-80/57 BOT CHORD 2-4=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior (1) 2-1-8 to 5-4-8 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 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 52 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 Kaveney Res-Roof Trusses I49466788T73Jack-Open 4 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:33 Page: 1 ID:aqJfadvQxyd5tv77_XzzhQyAx4R-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x5 =2x4 1 5 2 4 3 0-6-7 -0-6-7 1-1-13 1-1-13 1-8-4 2-10-1 2-3-101-8-80-5-31-7-0Scale = 1:28.4 Plate Offsets (X, Y):[2:0-2-6,0-1-0], [3:0-2-8,Edge], [4:0-2-6,0-1-0] 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 0.03 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.05 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 8 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (lb/size)2=113/2-3-10, 4=112/2-3-10 Max Horiz 2=24 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/12, 2-3=-70/32, 3-4=-70/38, 4-5=0/12 BOT CHORD 2-4=-1/35 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466789T74Piggyback15121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:33 Page: 1 ID:aqJfadvQxyd5tv77_XzzhQyAx4R-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =2x4 =2x4 =4x5 =2x4 1 5 2 6 4 3 0-8-9 9-5-10 0-8-9 -0-8-9 4-4-9 8-9-1 4-4-9 4-4-9 8-9-13-5-00-4-73-3-8Scale = 1:31.4 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)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.16 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 27 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=220/8-9-1, 4=220/8-9-1, 6=316/8-9-1 Max Horiz 2=-51 (LC 10) Max Uplift 2=-14 (LC 12), 4=-21 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-108/47, 3-4=-108/47, 4-5=0/14 BOT CHORD 2-6=-5/48, 4-6=-5/48 WEBS 3-6=-206/45 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-3-5 to 3-3-5, Interior (1) 3-3-5 to 5-1-8, Exterior(2R) 5-1-8 to 8-1-8, Interior (1) 8-1-8 to 9-11-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 2 and 21 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466790T1Piggyback6121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:57:58 Page: 1 ID:hoYjASfFuV_4sg04Gd52L_yAx4m-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =2x4 =3x5 =2x4 =2x4 =2x4 =4x5 =2x4 1 7 2 9 8 6 51034 0-8-9 -0-8-9 0-8-9 9-5-10 1-4-9 1-4-9 1-4-9 8-9-1 6-0-0 7-4-9 8-9-11-5-00-4-71-3-8Scale = 1:29.1 Plate Offsets (X, Y):[3:0-2-8,0-1-13], [5:0-2-8,0-1-13] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT)0.00 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 24 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=150/8-9-1, 6=123/8-9-1, 8=150/8-9-1, 9=334/8-9-1 Max Horiz 2=-20 (LC 10) Max Uplift 2=-7 (LC 12), 6=-13 (LC 13), 9=-2 (LC 9) Max Grav 2=150 (LC 1), 6=123 (LC 1), 8=174 (LC 26), 9=334 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-113/29, 3-4=-70/33,4-5=-70/33, 5-6=-112/28, 6-7=0/14 BOT CHORD 2-9=-13/70, 8-9=-13/70, 6-8=-13/70 WEBS 5-8=-108/34, 4-9=-249/72 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-3-5 to 2-1-8, Exterior(2R) 2-1-8 to 6-4-6, Interior (1) 6-4-6 to 8-1-8, Exterior(2E) 8-1-8 to 9-11-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 2, 13 lb uplift at joint 6 and 2 lb uplift at joint 9. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466791T75Piggyback1121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:34 Page: 1 ID:aqJfadvQxyd5tv77_XzzhQyAx4R-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =2x4 =2x4 =4x5 =2x4 1 5 2 6 4 3 0-8-9 9-5-10 0-8-9 -0-8-9 4-4-9 8-9-1 4-4-9 4-4-9 8-9-13-5-00-4-73-3-8Scale = 1:31.4 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 0.15 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 54 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=220/8-9-1, 4=220/8-9-1, 6=316/8-9-1 Max Horiz 2=-51 (LC 10) Max Uplift 2=-14 (LC 12), 4=-21 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-108/47, 3-4=-108/47, 4-5=0/14 BOT CHORD 2-6=-5/48, 4-6=-5/48 WEBS 3-6=-206/45 NOTES 1)2-ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected with 10d (0.131"x3") nails 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 and C-C Exterior(2E) 0-3-5 to 3-3-5, Interior (1) 3-3-5 to 5-1-8, Exterior(2R) 5-1-8 to 8-1-8, Interior (1) 8-1-8 to 9-11-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 2 and 21 lb uplift at joint 4. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466792T76Piggyback1221110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:34 Page: 1 ID:21t2nzw2iGlyV3iJYFUCEdyAx4Q-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =2x4 =2x4 =4x5 =2x4 1 5 2 6 4 3 0-8-9 9-5-10 0-8-9 -0-8-9 4-4-9 8-9-1 4-4-9 4-4-9 8-9-13-5-00-4-73-3-8Scale = 1:31.4 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)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.16 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 27 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=220/8-9-1, 4=220/8-9-1, 6=316/8-9-1 Max Horiz 2=-51 (LC 10) Max Uplift 2=-14 (LC 12), 4=-21 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-108/47, 3-4=-108/47, 4-5=0/14 BOT CHORD 2-6=-5/48, 4-6=-5/48 WEBS 3-6=-206/45 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-3-5 to 3-3-5, Interior (1) 3-3-5 to 5-1-8, Exterior(2R) 5-1-8 to 8-1-8, Interior (1) 8-1-8 to 9-11-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 2 and 21 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466793T77Piggyback1121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:34 Page: 1 ID:21t2nzw2iGlyV3iJYFUCEdyAx4Q-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 812 =3x5 =2x4 =2x4 =3x5 =2x4 =2x4 =3x5 =5x6 =2x4 =4x5 =2x4 =2x4 =2x4 =3x5 1012 16 15 14 13 12 11 9 17 20 3 645 8 1918 7 0-8-9 25-4-14 0-10-13 -0-10-13 4-1-0 16-6-4 5-5-15 5-5-15 6-11-5 12-5-4 8-2-1 24-8-5 24-8-55-11-50-4-30-4-73-1-23-1-22-8-115-9-13Scale = 1:50.4 Plate Offsets (X, Y):[4:0-2-8,0-2-4], [6:0-3-0,Edge], [9:0-2-9,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.13 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT)0.00 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 79 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 12-7:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS All bearings 24-8-5. (lb) -Max Horiz 2=95 (LC 11) Max Uplift All uplift 100 (lb) or less at joint(s) 11, 13, 15, 16 Max Grav All reactions 250 (lb) or less at joint (s) 2, 9 except 11=388 (LC 26), 12=293 (LC 1), 13=323 (LC 1), 15=306 (LC 25), 16=384 (LC 25) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-16=-275/82, 8-11=-286/111 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) 0-4-3 to 3-4-3, Interior (1) 3-4-3 to6-5-4, Exterior(2R) 6-5-4 to 9-5-10, Interior (1) 9-5-10 to17-5-10, Exterior(2R) 17-5-10 to 20-5-10, Interior (1)20-5-10 to 26-1-4 zone; cantilever left and rightexposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 15, 16, 11. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466794T78Piggyback1121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 E Dec 6 2021 Print: 8.530 E Dec 6 2021 MiTek Industries, Inc. Thu Dec 30 07:38:03 Page: 1 ID:WDRQ?JxgTatp7DHV6y?RnryAx4P-JhaRDI0kURJN?mRPTcc3xAU02NCTvRq5dyF59Ey3rJ2 December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 812 =3x5 =2x4 =2x4 =3x5 =2x4 =2x4 =3x5 =5x6 =2x4 =4x5 =2x4 =2x4 =2x4 =3x5 1012 16 15 14 13 12 11 9 17 20 3 645 8 1918 7 0-8-9 25-4-14 0-10-13 -0-10-13 4-1-0 16-6-4 5-5-15 5-5-15 6-11-5 12-5-4 8-2-1 24-8-5 24-8-55-11-50-4-30-4-73-1-23-1-22-8-115-9-13Scale = 1:50.4 Plate Offsets (X, Y):[4:0-2-8,0-2-4], [6:0-3-0,Edge], [9:0-2-9,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.13 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT)0.00 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 79 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 12-7:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS All bearings 24-8-5. (lb) -Max Horiz 2=95 (LC 11) Max Uplift All uplift 100 (lb) or less at joint(s) 11, 13, 15, 16 Max Grav All reactions 250 (lb) or less at joint (s) 2, 9 except 11=388 (LC 26), 12=293 (LC 1), 13=323 (LC 1), 15=306 (LC 25), 16=384 (LC 25) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-16=-275/82, 8-11=-286/111 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) 0-4-3 to 3-4-3, Interior (1) 3-4-3 to6-5-4, Exterior(2R) 6-5-4 to 9-5-10, Interior (1) 9-5-10 to17-5-10, Exterior(2R) 17-5-10 to 20-5-10, Interior (1)20-5-10 to 26-1-4 zone; cantilever left and rightexposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 15, 16, 11. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466795T79Piggyback1121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 E Dec 6 2021 Print: 8.530 E Dec 6 2021 MiTek Industries, Inc. Thu Dec 30 07:38:59 Page: 1 ID:WDRQ?JxgTatp7DHV6y?RnryAx4P-gTybzRhsIfNRjNj9lNdBD_pbvyJZ0miKVgp27_y3rIA December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 812 =3x5 =2x4 =2x4 =3x5 =2x4 =2x4 =3x5 =5x6 =2x4 =4x5 =2x4 =2x4 =2x4 =3x5 1012 16 15 14 13 12 11 9 17 20 3 645 8 1918 7 0-8-9 25-4-14 0-10-13 -0-10-13 4-1-0 16-6-4 5-5-15 5-5-15 6-11-5 12-5-4 8-2-1 24-8-5 24-8-55-11-50-4-30-4-73-1-23-1-22-8-115-9-13Scale = 1:50.4 Plate Offsets (X, Y):[4:0-2-8,0-2-4], [6:0-3-0,Edge], [9:0-2-9,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.13 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT)0.00 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 79 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 12-7:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS All bearings 24-8-5. (lb) -Max Horiz 2=95 (LC 11) Max Uplift All uplift 100 (lb) or less at joint(s) 11, 13, 15, 16 Max Grav All reactions 250 (lb) or less at joint (s) 2, 9 except 11=388 (LC 26), 12=293 (LC 1), 13=323 (LC 1), 15=306 (LC 25), 16=384 (LC 25) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-16=-275/82, 8-11=-286/111 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) 0-4-3 to 3-4-3, Interior (1) 3-4-3 to6-5-4, Exterior(2R) 6-5-4 to 9-5-10, Interior (1) 9-5-10 to17-5-10, Exterior(2R) 17-5-10 to 20-5-10, Interior (1)20-5-10 to 26-1-4 zone; cantilever left and rightexposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 15, 16, 11. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466796T80Piggyback1121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 E Dec 6 2021 Print: 8.530 E Dec 6 2021 MiTek Industries, Inc. Thu Dec 30 07:39:13 Page: 1 ID:WDRQ?JxgTatp7DHV6y?RnryAx4P-G9ouwEse?y8SOWosZJtTnxO_Nb5rI5AOjrCocAy3rHy December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 812 =3x5 =2x4 =2x4 =3x5 =2x4 =2x4 =3x5 =5x6 =2x4 =4x5 =2x4 =2x4 =2x4 =3x5 1012 16 15 14 13 12 11 9 17 20 3 645 8 1918 7 0-8-9 25-4-14 0-10-13 -0-10-13 4-1-0 16-6-4 5-5-15 5-5-15 6-11-5 12-5-4 8-2-1 24-8-5 24-8-55-11-50-4-30-4-73-1-23-1-22-8-115-9-13Scale = 1:50.4 Plate Offsets (X, Y):[4:0-2-8,0-2-4], [6:0-3-0,Edge], [9:0-2-9,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.13 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT)0.00 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 79 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 12-7:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)2=192/24-8-5, 9=164/24-8-5, 11=380/24-8-5, 12=293/24-8-5, 13=323/24-8-5, 15=306/24-8-5, 16=381/24-8-5 Max Horiz 2=95 (LC 11) Max Uplift 11=-62 (LC 13), 13=-21 (LC 12), 15=-13 (LC 8), 16=-30 (LC 12) Max Grav 2=192 (LC 1), 9=164 (LC 1), 11=387 (LC 26), 12=293 (LC 1), 13=323 (LC 1), 15=306 (LC 25), 16=384 (LC 25) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=0/14, 2-3=-93/76, 3-4=-75/42, 4-5=-31/40, 5-6=-32/40, 6-7=-79/83, 7-8=-84/75, 8-9=-82/88, 9-10=0/14 BOT CHORD 2-16=-38/72, 15-16=-38/72, 13-15=-38/72, 12-13=-41/74, 11-12=-41/74, 9-11=-41/74 WEBS 7-12=-220/0, 6-13=-239/74, 5-15=-235/58, 3-16=-275/82, 8-11=-286/111 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) 0-4-3 to 3-4-3, Interior (1) 3-4-3 to 6-5-4, Exterior(2R) 6-5-4 to 9-5-10, Interior (1) 9-5-10 to 17-5-10, Exterior(2R) 17-5-10 to 20-5-10, Interior (1) 20-5-10 to 26-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 13, 13 lb uplift at joint 15, 30 lb uplift at joint 16 and 62 lb uplift at joint 11. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466797T81Piggyback1121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:36 Page: 1 ID:WDRQ?JxgTatp7DHV6y?RnryAx4P-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 812 =3x5 =3x5 =3x5 =3x5 =4x5 =3x5 1112 17 16 15 14 13 12 10 18 2319 3 9 4 5 20 6 7 2221 8 0-8-9 25-4-14 0-10-13 -0-10-13 3-4-0 16-6-4 6-8-5 13-2-4 6-5-15 6-5-15 8-2-1 24-8-5 24-8-55-11-50-4-30-4-73-7-23-7-22-2-115-9-13Scale = 1:50.4 Plate Offsets (X, Y):[4:0-2-8,0-2-4], [10:0-2-9,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.13 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT)0.00 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 80 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 13-8:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=193/24-8-5, 10=173/24-8-5, 12=382/24-8-5, 13=262/24-8-5, 14=353/24-8-5, 16=290/24-8-5, 17=387/24-8-5 Max Horiz 2=95 (LC 11) Max Uplift 12=-62 (LC 13), 14=-26 (LC 12), 17=-34 (LC 12) Max Grav 2=193 (LC 1), 10=173 (LC 1), 12=387 (LC 26), 13=262 (LC 1), 14=353 (LC 25), 16=291 (LC 25), 17=388 (LC 25) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=0/14, 2-3=-96/71, 3-4=-79/40, 4-5=-29/39, 5-6=-29/39, 6-7=-29/39, 7-8=-60/65, 8-9=-97/69, 9-10=-88/81, 10-11=0/14 BOT CHORD 2-17=-42/84, 16-17=-42/84, 14-16=-42/84, 13-14=-42/84, 12-13=-42/84, 10-12=-42/84 WEBS 8-13=-189/0, 6-14=-270/78, 5-16=-220/45, 3-17=-281/86, 9-12=-286/110 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) 0-4-3 to 3-4-3, Interior (1) 3-4-3 to 7-5-4, Exterior(2R) 7-5-4 to 10-5-4, Interior (1) 10-5-4 to 17-5-10, Exterior(2R) 17-5-10 to 20-5-10, Interior (1) 20-5-10 to 26-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 14, 34 lb uplift at joint 17 and 62 lb uplift at joint 12. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466798T82Piggyback1121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:37 Page: 1 ID:WDRQ?JxgTatp7DHV6y?RnryAx4P-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 812 =3x5 =4x5 =2x4 =2x4 =2x4 =3x5 =3x5 =2x4 =2x4 =4x5 =2x4 =2x4 =2x4 =3x5 1012 16 15 14 13 12 11 9 17 18 22 3 19 4 5 86 2120 7 0-8-9 25-4-14 0-10-13 -0-10-13 4-5-15 4-5-15 4-10-0 16-6-4 7-2-5 11-8-4 8-2-1 24-8-5 24-8-55-11-50-4-30-4-72-7-22-7-23-2-115-9-13Scale = 1:50.4 Plate Offsets (X, Y):[3:0-2-8,0-2-4], [9:0-2-9,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.13 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.00 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 79 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 12-7:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=200/24-8-5, 9=167/24-8-5, 11=383/24-8-5, 12=272/24-8-5, 13=342/24-8-5, 15=317/24-8-5, 16=359/24-8-5 Max Horiz 2=94 (LC 11) Max Uplift 11=-62 (LC 13), 13=-37 (LC 12), 15=-21 (LC 8), 16=-19 (LC 12) Max Grav 2=200 (LC 1), 9=167 (LC 1), 11=388 (LC 26), 12=272 (LC 1), 13=345 (LC 25), 15=317 (LC 1), 16=360 (LC 25) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=0/14, 2-3=-89/56, 3-4=-28/28, 4-5=-28/28, 5-6=-22/60, 6-7=-84/88, 7-8=-97/97, 8-9=-105/91, 9-10=0/14 BOT CHORD 2-16=-44/76, 15-16=-45/76, 13-15=-45/76, 12-13=-45/76, 11-12=-45/76, 9-11=-45/76 WEBS 7-12=-199/0, 6-13=-261/91, 4-15=-247/65, 3-16=-249/70, 8-11=-287/111 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) 0-4-3 to 3-4-3, Interior (1) 3-4-3 to 5-5-4, Exterior(2R) 5-5-4 to 8-5-4, Interior (1) 8-5-4 to 17-5-10, Exterior(2R) 17-5-10 to 20-5-10, Interior (1) 20-5-10 to 26-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 13, 21 lb uplift at joint 15, 19 lb uplift at joint 16 and 62 lb uplift at joint 11. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466799T83Piggyback1121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:37 Page: 1 ID:WDRQ?JxgTatp7DHV6y?RnryAx4P-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 812 =3x5 =3x5 =3x5 =3x5 =4x5 =3x5 1112 17 16 15 14 13 12 10 3 4 18 5 6 21 97 2019 8 0-8-9 25-4-14 0-10-13 -0-10-13 2-5-15 2-5-15 6-4-0 16-6-4 7-8-5 10-2-4 8-2-1 24-8-5 24-8-55-11-50-4-30-4-71-7-21-7-24-2-115-9-13Scale = 1:50.4 Plate Offsets (X, Y):[3:0-2-8,0-2-4], [10:0-2-9,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT)0.00 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 77 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 13-8:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=200/24-8-5, 10=196/24-8-5, 12=383/24-8-5, 13=209/24-8-5, 14=358/24-8-5, 16=326/24-8-5, 17=367/24-8-5 Max Horiz 2=93 (LC 11) Max Uplift 10=-8 (LC 12), 12=-62 (LC 13), 14=-52 (LC 12), 16=-6 (LC 8), 17=-15 (LC 12) Max Grav 2=200 (LC 1), 10=196 (LC 1), 12=388 (LC 26), 13=214 (LC 21), 14=362 (LC 25), 16=326 (LC 1), 17=368 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-109/19, 3-4=-53/16, 4-5=-53/16, 5-6=-53/16, 6-7=-63/30, 7-8=-140/107, 8-9=-140/115, 9-10=-142/77, 10-11=0/14 BOT CHORD 2-17=-50/88, 16-17=-50/88, 14-16=-50/88,13-14=-50/88, 12-13=-50/88, 10-12=-50/88 WEBS 8-13=-140/3, 7-14=-279/101, 5-16=-254/51, 4-17=-261/66, 9-12=-287/111 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) 0-4-3 to 3-5-4, Exterior(2R) 3-5-4 to 6-5-4, Interior (1) 6-5-4 to 17-5-10, Exterior(2R) 17-5-10 to 20-5-10, Interior (1) 20-5-10 to 26-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 14, 6 lb uplift at joint 16, 15 lb uplift at joint 17, 62 lb uplift at joint 12 and 8 lb uplift at joint 10. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466800T84Piggyback1121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:38 Page: 1 ID:_P?oCfxIEt?gkNshggXgJ2yAx4O-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 812 =3x5 =2x4 =2x4 =3x5 =2x4 =2x4 =3x5 =5x6 =2x4 =4x5 =2x4 =2x4 =2x4 =3x5 1012 16 15 14 13 12 11 9 17 20 3 645 8 1918 7 0-8-9 25-4-14 0-10-13 -0-10-13 4-1-0 16-6-4 5-5-15 5-5-15 6-11-5 12-5-4 8-2-1 24-8-5 24-8-55-11-50-4-30-4-73-1-23-1-22-8-115-9-13Scale = 1:50.4 Plate Offsets (X, Y):[4:0-2-8,0-2-4], [6:0-3-0,Edge], [9:0-2-9,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.13 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT)0.00 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 79 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 12-7:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)2=192/24-8-5, 9=164/24-8-5, 11=380/24-8-5, 12=293/24-8-5, 13=323/24-8-5, 15=306/24-8-5, 16=381/24-8-5 Max Horiz 2=95 (LC 11) Max Uplift 11=-62 (LC 13), 13=-21 (LC 12), 15=-13 (LC 8), 16=-30 (LC 12) Max Grav 2=192 (LC 1), 9=164 (LC 1), 11=387 (LC 26), 12=293 (LC 1), 13=323 (LC 1), 15=306 (LC 25), 16=384 (LC 25) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=0/14, 2-3=-93/76, 3-4=-75/42, 4-5=-31/40, 5-6=-32/40, 6-7=-79/83, 7-8=-84/75, 8-9=-82/88, 9-10=0/14 BOT CHORD 2-16=-38/72, 15-16=-38/72, 13-15=-38/72, 12-13=-41/74, 11-12=-41/74, 9-11=-41/74 WEBS 7-12=-220/0, 6-13=-239/74, 5-15=-235/58, 3-16=-275/82, 8-11=-286/111 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) 0-4-3 to 3-4-3, Interior (1) 3-4-3 to 6-5-4, Exterior(2R) 6-5-4 to 9-5-10, Interior (1) 9-5-10 to 17-5-10, Exterior(2R) 17-5-10 to 20-5-10, Interior (1) 20-5-10 to 26-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 13, 13 lb uplift at joint 15, 30 lb uplift at joint 16 and 62 lb uplift at joint 11. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466801T85Piggyback1121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:38 Page: 1 ID:WDRQ?JxgTatp7DHV6y?RnryAx4P-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =2x4 =2x4 =3x5 =2x4 =4x5 =2x4 =2x4 =3x5 1 72 11 10 9 8 6 1512 3 5 13 14 4 0-8-9 17-0-10 0-8-9 -0-8-9 8-2-1 8-2-1 8-2-1 16-4-1 16-4-15-11-50-4-75-9-13Scale = 1:42.4 Plate Offsets (X, Y):[2:0-2-9,0-1-8], [6:0-2-9,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.12 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT)0.00 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 55 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 9-4:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=179/16-4-1, 6=179/16-4-1, 8=385/16-4-1, 9=235/16-4-1,11=385/16-4-1 Max Horiz 2=-91 (LC 10) Max Uplift 8=-62 (LC 13), 11=-62 (LC 12) Max Grav 2=179 (LC 1), 6=179 (LC 1), 8=389 (LC 26), 9=235 (LC 1), 11=389 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-120/83, 3-4=-114/84, 4-5=-110/75, 5-6=-95/59, 6-7=0/14 BOT CHORD 2-11=-26/64, 9-11=-26/64, 8-9=-26/64, 6-8=-26/64 WEBS 4-9=-167/0, 3-11=-287/111, 5-8=-287/111 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-3-5 to 3-3-5, Interior (1) 3-3-5 to 8-11-0, Exterior(2R) 8-11-0 to 11-11-0, Interior (1) 11-11-0 to 17-6-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 11 and 62 lb uplift at joint 8. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466802T86Piggyback1121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:39 Page: 1 ID:_P?oCfxIEt?gkNshggXgJ2yAx4O-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =2x4 =2x4 =3x5 =3x5 =2x4 =4x5 =2x4 =2x4 =3x5 1 82 12 11 10 9 7 13 15 14 6 3 54 0-8-9 17-0-10 0-8-9 -0-8-9 1-2-8 8-9-4 7-6-13 7-6-13 7-6-13 16-4-1 16-4-15-6-80-4-75-5-0Scale = 1:43.4 Plate Offsets (X, Y):[2:0-2-9,0-1-8], [4:0-2-8,0-1-13], [5:0-2-8,0-1-13], [7:0-2-9,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.15 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT)0.00 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 54 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=221/16-4-1, 7=174/16-4-1, 9=354/16-4-1, 10=211/16-4-1, 12=404/16-4-1 Max Horiz 2=-86 (LC 10) Max Uplift 9=-60 (LC 13), 12=-55 (LC 12) Max Grav 2=229 (LC 25), 7=174 (LC 1), 9=355 (LC 20), 10=224 (LC 26), 12=406 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-152/54, 3-4=-155/46, 4-5=-69/49, 5-6=-140/45, 6-7=-141/67, 7-8=0/14 BOT CHORD 2-12=-45/104, 10-12=-45/104, 9-10=-45/104, 7-9=-45/104 WEBS 5-10=-154/23, 3-12=-292/106, 6-9=-263/107 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-3-5 to 3-3-5, Interior (1) 3-3-5 to 8-3-12, Exterior(2E) 8-3-12 to 9-6-3, Exterior(2R) 9-6-3 to 13-6-3, Interior (1) 13-6-3 to 17-6-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 12 and 60 lb uplift at joint 9. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466803T87Piggyback1121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:39 Page: 1 ID:_P?oCfxIEt?gkNshggXgJ2yAx4O-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =2x4 =2x4 =3x5 =3x5 =2x4 =2x4 =2x4 =4x5 =3x5 1 82 12 11 10 9 71317 14 16 3 61545 0-8-9 -0-8-9 0-8-9 17-0-10 4-6-13 4-6-13 4-6-13 16-4-1 7-2-8 11-9-4 16-4-13-6-80-4-73-5-0Scale = 1:34.4 Plate Offsets (X, Y):[2:0-2-9,0-1-8], [4:0-2-8,0-1-13], [6:0-2-8,0-1-13], [7:0-2-9,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 50 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=168/16-4-1, 7=205/16-4-1, 9=354/16-4-1, 10=307/16-4-1, 12=329/16-4-1 Max Horiz 2=-54 (LC 10) Max Uplift 10=-18 (LC 9), 12=-22 (LC 12) Max Grav 2=168 (LC 1), 7=224 (LC 26), 9=354 (LC 1), 10=324 (LC 25), 12=330 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-103/79, 3-4=-95/39, 4-5=-54/39, 5-6=-55/38, 6-7=-141/60, 7-8=0/14 BOT CHORD 2-12=-30/56, 10-12=-30/56, 9-10=-30/56, 7-9=-30/56 WEBS 6-9=-238/50, 5-10=-254/61, 3-12=-232/68 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-3-5 to 3-3-5, Interior (1) 3-3-5 to 5-3-12, Exterior(2R) 5-3-12 to 9-6-10, Interior (1) 9-6-10 to 12-6-3, Exterior(2R) 12-6-3 to 16-9-2, Interior (1) 16-9-2 to 17-6-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 10 and 22 lb uplift at joint 12. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466804T88Piggyback1121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:40 Page: 1 ID:ScZAQ?yw?B7XMWQuDN2vsGyAx4N-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 612 =3x5 =2x4 =4x5 =3x5 =3x5 =2x4 =2x4 =2x4 =2x4 =3x5 =3x5 1 92 13 12 11 10 8 4 5 6 15 7 14 3 0-8-9 -0-8-9 0-8-9 17-0-10 1-6-13 16-4-1 2-3-9 5-7-0 3-3-7 3-3-7 9-2-5 14-9-4 16-4-12-8-40-4-71-5-01-5-01-1-122-6-12Scale = 1:35.6 Plate Offsets (X, Y):[2:0-2-9,0-1-8], [3:0-2-10,0-2-4], [7:0-2-8,0-1-13], [8:0-2-9,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.17 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 45 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=211/16-4-1, 8=227/16-4-1, 10=369/16-4-1, 11=360/16-4-1, 13=196/16-4-1 Max Horiz 2=-41 (LC 10) Max Uplift 2=-6 (LC 13), 8=-9 (LC 13), 11=-22 (LC 13) Max Grav 2=211 (LC 1), 8=227 (LC 1), 10=369 (LC 26), 11=365 (LC 26), 13=196 (LC 1) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=0/14, 2-3=-188/50, 3-4=-128/57, 4-5=-115/40, 5-6=-115/40, 6-7=-115/40, 7-8=-188/47, 8-9=0/14 BOT CHORD 2-13=-1/115, 11-13=-1/115, 10-11=-1/115, 8-10=-1/115 WEBS 3-13=-106/28, 5-11=-296/74, 6-10=-256/69 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-3-5 to 3-3-5, Interior (1) 3-3-5 to 4-0-6, Exterior(2E) 4-0-6 to 6-3-15, Interior (1) 6-3-15 to 15-6-3, Exterior(2E) 15-6-3 to 17-6-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 2, 22 lb uplift at joint 11 and 9 lb uplift at joint 8. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466805T89Piggyback1121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:40 Page: 1 ID:ScZAQ?yw?B7XMWQuDN2vsGyAx4N-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 612 =2x4 =3x5 =2x4 =4x5 =2x4 1 6 2 7 5 8 43 0-8-9 -0-8-9 0-10-13 8-7-7 2-4-14 4-7-15 2-3-1 2-3-1 3-0-11 7-8-10 7-8-102-0-00-4-70-4-31-10-8Scale = 1:24.5 Plate Offsets (X, Y):[3:0-2-8,0-1-13], [4:0-2-8,0-2-4] 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 0.13 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.16 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 22 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=272/7-8-10, 5=248/7-8-10, 7=161/7-8-10 Max Horiz 2=-31 (LC 10) Max Uplift 2=-13 (LC 12), 5=-15 (LC 13) Max Grav 2=272 (LC 1), 5=248 (LC 1), 7=220 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-270/112, 3-4=-194/116, 4-5=-254/108, 5-6=0/14 BOT CHORD 2-7=-47/194, 5-7=-47/194 WEBS 4-7=-92/28 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 2 and 15 lb uplift at joint 5. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466806T90Piggyback1121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:40 Page: 1 ID:ScZAQ?yw?B7XMWQuDN2vsGyAx4N-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 8.4912 =2x4 =3x5 =4x5 =2x4 1 5 4 2 3 1-2-14 -1-2-14 2-10-3 2-10-3 2-10-33-3-00-11-02-11-3Scale = 1:27.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL)0.00 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(CT)-0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 15 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=80/ Mechanical, 5=208/0-4-9 Max Horiz 5=70 (LC 5) Max Uplift 4=-18 (LC 5), 5=-3 (LC 8) Max Grav 4=93 (LC 15), 5=208 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-182/19, 1-2=0/48, 2-3=-71/32, 3-4=-60/19 BOT CHORD 4-5=-68/42 WEBS 2-4=-36/55 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 3 lb uplift at joint 5 and 18 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 Kaveney Res-Roof Trusses I49466807TG3Diagonal Hip Girder 2 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:42 Page: 1 ID:ScZAQ?yw?B7XMWQuDN2vsGyAx4N-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x5 =2x4 1 5 4 2 3 0-10-8 -0-10-8 2-1-4 2-1-4 2-1-43-4-110-11-03-0-4Scale = 1:27.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL)0.00 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT)0.00 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 4 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 2-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=55/ Mechanical, 5=151/0-3-8 Max Horiz 5=71 (LC 9) Max Uplift 4=-35 (LC 9) Max Grav 4=75 (LC 19), 5=151 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-133/59, 1-2=0/43, 2-3=-90/57, 3-4=-61/86 BOT CHORD 4-5=-208/105 WEBS 2-4=-88/201 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 35 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 Kaveney Res-Roof Trusses I49466808T4Jack-Closed 2 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:00 Page: 1 ID:_8TNerkeEfs4Cl2QAbjh7TyAx4f-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 8.4912 =2x4 =3x5 =4x5 =2x4 1 5 4 2 3 1-2-14 -1-2-14 4-2-2 4-2-2 4-2-24-2-40-11-03-10-7Scale = 1:30.8 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 0.17 Vert(CT)-0.03 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 21 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=141/ Mechanical, 5=253/0-4-9 Max Horiz 5=93 (LC 5) Max Uplift 4=-19 (LC 5) Max Grav 4=153 (LC 15), 5=253 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-214/22, 1-2=0/48, 2-3=-98/58, 3-4=-108/29 BOT CHORD 4-5=-91/56 WEBS 2-4=-47/72 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 19 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 Kaveney Res-Roof Trusses I49466809TG6Diagonal Hip Girder 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:44 Page: 1 ID:ScZAQ?yw?B7XMWQuDN2vsGyAx4N-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =4x5 =2x4 1 5 4 2 3 0-10-8 -0-10-8 3-0-8 3-0-8 3-0-84-3-150-11-03-11-8Scale = 1:30.9 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 0.11 Vert(LL)0.00 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.07 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-P Weight: 17 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=99/ Mechanical, 5=183/0-3-8 Max Horiz 5=94 (LC 9) Max Uplift 4=-40 (LC 9) Max Grav 4=120 (LC 19), 5=183 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-155/39, 1-2=0/43, 2-3=-97/98, 3-4=-112/76 BOT CHORD 4-5=-157/156 WEBS 2-4=-129/134 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior (1) 2-1-8 to 2-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 40 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 Kaveney Res-Roof Trusses I49466810T15Jack-Closed 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:04 Page: 1 ID:hoYjASfFuV_4sg04Gd52L_yAx4m-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 4.24 12 =3x5 =3x5 =2x4 =2x4 1 2 5 3 4 1-2-14 -1-2-14 3-3-3 3-3-3 3-3-31-10-130-7-81-9-6Scale = 1:23.6 Plate Offsets (X, Y):[2:0-3-1,0-0-13] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL)-0.01 2-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)-0.01 2-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 12 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 1-7-0 BRACING TOP CHORD Structural wood sheathing directly applied or3-3-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=214/0-4-9, 5=110/ Mechanical Max Horiz 2=40 (LC 5) Max Uplift 2=-29 (LC 4), 5=-3 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/7, 2-4=-59/20, 4-5=-79/22 BOT CHORD 2-5=-12/9 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 3 lb uplift at joint 5 and 29 lb uplift at joint 2. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466811TG16Diagonal Hip Girder 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:51 Page: 1 ID:ScZAQ?yw?B7XMWQuDN2vsGyAx4N-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =2x4 =3x5 =2x4 =2x4 1 2 5 3 4 0-10-8 -0-10-8 2-4-12 2-4-12 2-4-121-11-90-7-81-9-14Scale = 1:24.1 Plate Offsets (X, Y):[2:0-1-9,0-1-5] 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 0.05 Vert(LL)0.00 2-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.05 Vert(CT)0.00 2-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 1-6-1 BRACING TOP CHORD Structural wood sheathing directly applied or2-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=153/0-3-8, 5=80/ Mechanical Max Horiz 2=38 (LC 9) Max Uplift 2=-5 (LC 12), 5=-5 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/7, 2-4=-53/33, 4-5=-57/58 BOT CHORD 2-5=-17/18 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 5 and 5 lb uplift at joint 2. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466812T41Jack-Closed 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:17 Page: 1 ID:_8TNerkeEfs4Cl2QAbjh7TyAx4f-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 4.2412 =2x4 =2x4 =3x5 =3x5 =2x4 NAILED NAILED NAILED NAILED 1 8 2 7 6 5 3 4 1-2-14 -1-2-14 3-9-1 7-6-12 3-9-11 3-9-11 3-9-1 7-6-12 3-9-11 3-9-113-5-10-5-123-1-13Scale = 1:34 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL)-0.02 5-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.37 Vert(CT)-0.04 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(CT)0.01 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 28 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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)2=458/0-4-9, 5=393/ Mechanical Max Horiz 2=80 (LC 5) Max Uplift 2=-63 (LC 4), 5=-43 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/15, 2-3=-657/62, 3-4=-58/23, 4-5=-90/17 BOT CHORD 2-6=-67/567, 5-6=-67/567 WEBS 3-6=-2/242, 3-5=-615/91 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; 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 43 lb uplift at joint 5 and 63 lb uplift at joint 2. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 7=-19 (F=-10, B=-10), 8=-168 (F=-84, B=-84) Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466813TG18Diagonal Hip Girder 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:55 Page: 1 ID:St5b_p9b?PG6v8E9jSru2ryAx46-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =2x4 =2x4 =2x4 1 2 4 5 3 0-10-8 -0-10-8 3-4-3 3-4-3 3-4-32-5-40-5-122-1-13Scale = 1:24.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL)-0.01 2-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(CT)-0.01 2-4 >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-P 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 3-4-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=194/0-3-8, 4=112/ Mechanical Max Horiz 2=48 (LC 9) Max Uplift 2=-6 (LC 12), 4=-6 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-68/46, 3-4=-81/73 BOT CHORD 2-4=-21/23 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior (1) 2-1-8 to 3-2-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 6 lb uplift at joint 4 and 6 lb uplift at joint 2. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466814T58Jack-Closed 2 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:28 Page: 1 ID:9GeXyctXe1FW0ROYJPQG4nyAx4U-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =2x4 =2x4 =2x4 1 2 4 3 0-10-8 -0-10-8 1-4-3 1-4-3 1-4-31-5-40-5-121-1-13Scale = 1:26.3 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 0.05 Vert(LL)0.00 2-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.01 Vert(CT)0.00 2-4 >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-P 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)2=122/0-3-8, 4=26/ Mechanical Max Horiz 2=23 (LC 9) Max Uplift 2=-9 (LC 12), 4=-1 (LC 9) Max Grav 2=122 (LC 1), 4=28 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/15, 2-3=-33/15, 3-4=-19/23 BOT CHORD 2-4=-9/10 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 4 and 9 lb uplift at joint 2. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466815T59Jack-Closed 2 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:29 Page: 1 ID:9GeXyctXe1FW0ROYJPQG4nyAx4U-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =2x4 =2x4 =2x4 1 2 4 5 6 3 0-10-8 -0-10-8 5-5-4 5-5-4 5-5-43-5-130-5-123-2-6Scale = 1:28.3 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 0.41 Vert(LL)-0.04 2-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.28 Vert(CT)-0.08 2-4 >734 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 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 5-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=273/0-3-8, 4=200/ Mechanical Max Horiz 2=74 (LC 9) Max Uplift 2=-3 (LC 12), 4=-11 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-105/75, 3-4=-148/121 BOT CHORD 2-4=-33/36 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) -0-10-8 to 2-1-8, Interior (1) 2-1-8 to 5-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 4 and 3 lb uplift at joint 2. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466816T60Jack-Closed 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:29 Page: 1 ID:9GeXyctXe1FW0ROYJPQG4nyAx4U-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 5.3712 =3x10 =5x6 =2x4 =3x5 =3x5 =3x5 =3x5 =2x4 NAILED NAILED NAILED Special NAILED Special 1 2 9 8 13 7 11 12 3 4 5 10 6 1-11-8 -1-11-8 3-9-5 7-10-2 4-0-13 4-0-13 4-0-13 11-10-14 0-0-12 0-0-12 3-9-5 7-10-2 4-0-1 4-0-13 4-0-13 11-10-146-6-40-11-06-2-14Scale = 1:49.8 Plate Offsets (X, Y):[2:0-7-3,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL)0.03 7-8 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.47 Vert(CT)-0.05 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.51 Horz(CT)0.01 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 62 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 6-7,7-5:2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E -- 2-3-4 BRACING TOP CHORD Structural wood sheathing directly applied or5-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=816/0-6-5, 7=840/ Mechanical Max Horiz 2=137 (LC 22) Max Uplift 2=-124 (LC 8), 7=-153 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-4=-1047/187, 4-5=-713/133, 5-6=-89/34, 6-7=-88/17 BOT CHORD 2-9=-196/820, 8-9=-196/820, 7-8=-126/633 WEBS 4-9=-46/195, 4-8=-223/98, 5-8=-145/653, 5-7=-918/204 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 153 lb uplift at joint 7 and 124 lb uplift at joint 2. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 7)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 160 lb down and 62 lb up at 9-10-0 on bottom chord. The design/selection of such 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: 1-6=-60, 2-7=-20 Concentrated Loads (lb) Vert: 8=-338 (F=-90, B=-248), 11=-81 (F=-2, B=-79), 12=-46 (F), 13=-133 (F) Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466817TG19Diagonal Hip Girder 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:56 Page: 1 ID:St5b_p9b?PG6v8E9jSru2ryAx46-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =4x5 =2x4 1 5 4 2 6 3 0-10-8 -0-10-8 4-4-6 4-4-6 4-4-65-7-140-11-05-3-6Scale = 1:36.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL)-0.02 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.17 Vert(CT)-0.03 4-5 >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: 24 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 4-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=155/ Mechanical, 5=232/0-3-8 Max Horiz 5=126 (LC 9) Max Uplift 4=-49 (LC 9) Max Grav 4=181 (LC 19), 5=232 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-191/75, 1-2=0/43, 2-3=-211/129, 3-4=-148/215 BOT CHORD 4-5=-325/178 WEBS 2-4=-137/290 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) -0-10-8 to 2-1-8, Interior (1) 2-1-8 to 4-2-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)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 49 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 Kaveney Res-Roof Trusses I49466818T61Jack-Closed 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:29 Page: 1 ID:9GeXyctXe1FW0ROYJPQG4nyAx4U-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =4x5 =2x4 1 5 4 2 6 3 0-10-8 -0-10-8 3-4-6 3-4-6 3-4-64-7-140-11-04-3-6Scale = 1:32.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)-0.01 4-5 >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 YES WB 0.08 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 19 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=113/ Mechanical, 5=194/0-3-8 Max Horiz 5=102 (LC 9) Max Uplift 4=-42 (LC 9) Max Grav 4=136 (LC 19), 5=194 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-164/71, 1-2=0/43, 2-3=-163/99, 3-4=-112/163 BOT CHORD 4-5=-287/146 WEBS 2-4=-115/263 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) -0-10-8 to 2-1-8, Interior (1) 2-1-8 to 3-2-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)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 42 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 Kaveney Res-Roof Trusses I49466819T62Jack-Closed 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:29 Page: 1 ID:dSCv9yuAPLNNebzkt6xVc?yAx4T-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x5 =2x4 1 5 4 2 3 0-10-8 -0-10-8 2-4-6 2-4-6 2-4-63-7-140-11-03-3-6Scale = 1:28.3 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 0.08 Vert(LL)0.00 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(CT)0.00 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 14 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 2-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=68/ Mechanical, 5=159/0-3-8 Max Horiz 5=77 (LC 9) Max Uplift 4=-36 (LC 9) Max Grav 4=88 (LC 19), 5=159 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-139/59, 1-2=0/43, 2-3=-108/66, 3-4=-73/105 BOT CHORD 4-5=-227/114 WEBS 2-4=-93/216 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 36 lb uplift at joint 4. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466820T63Jack-Closed 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:30 Page: 1 ID:dSCv9yuAPLNNebzkt6xVc?yAx4T-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x5 =2x4 1 5 4 2 3 0-10-8 -0-10-8 1-4-6 1-4-6 1-4-62-7-140-11-02-3-6Scale = 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 0.09 Vert(LL)0.00 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 0.05 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 9 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 1-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=14/ Mechanical, 5=133/0-3-8 Max Horiz 5=53 (LC 11) Max Uplift 4=-33 (LC 9), 5=-1 (LC 8) Max Grav 4=39 (LC 10), 5=133 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-123/67, 1-2=0/43, 2-3=-51/36, 3-4=-29/23 BOT CHORD 4-5=-154/80 WEBS 2-4=-77/167 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 1 lb uplift at joint 5 and 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 Kaveney Res-Roof Trusses I49466821T64Jack-Closed 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:30 Page: 1 ID:dSCv9yuAPLNNebzkt6xVc?yAx4T-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =2x4 =2x4 =2x4 1 3 4 5 2 7-7-5 7-7-54-3-60-5-124-3-6Scale = 1:29.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL)-0.17 1-3 >511 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.60 Vert(CT)-0.34 1-3 >255 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 23 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 2-0-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=293/0-3-8, 3=293/ Mechanical Max Horiz 1=99 (LC 9) Max Uplift 3=-6 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-132/99, 2-3=-220/146 BOT CHORD 1-3=-44/48 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 7-5-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 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 Kaveney Res-Roof Trusses I49466822T65Jack-Closed 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:30 Page: 1 ID:dSCv9yuAPLNNebzkt6xVc?yAx4T-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =2x4 =2x4 =2x4 1 2 4 5 3 0-10-8 -0-10-8 3-7-5 3-7-5 3-7-52-6-130-5-122-3-6Scale = 1:24.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL)-0.01 2-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(CT)-0.01 2-4 >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-P Weight: 12 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=203/0-3-8, 4=123/ Mechanical Max Horiz 2=51 (LC 9) Max Uplift 2=-6 (LC 12), 4=-7 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-73/50, 3-4=-90/80 BOT CHORD 2-4=-22/24 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) -0-10-8 to 2-1-8, Interior (1) 2-1-8 to 3-5-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 4 and 6 lb uplift at joint 2. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466823T66Jack-Closed 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:31 Page: 1 ID:dSCv9yuAPLNNebzkt6xVc?yAx4T-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =4x5 =2x4 1 5 4 2 6 7 3 0-10-8 -0-10-8 5-5-4 5-5-4 5-5-46-8-110-11-06-4-4Scale = 1:40.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL)-0.04 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.28 Vert(CT)-0.08 4-5 >734 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 29 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-4:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-6-9 oc bracing. REACTIONS (lb/size)4=200/ Mechanical, 5=273/0-3-8 Max Horiz 5=152 (LC 9) Max Uplift 4=-56 (LC 9) Max Grav 4=230 (LC 19), 5=275 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-223/78, 1-2=0/43, 2-3=-255/160, 3-4=-184/258 BOT CHORD 4-5=-369/211 WEBS 2-4=-160/325 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) -0-10-8 to 2-1-8, Interior (1) 2-1-8 to 5-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)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 56 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 Kaveney Res-Roof Trusses I49466824T67Jack-Closed 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:31 Page: 1 ID:dSCv9yuAPLNNebzkt6xVc?yAx4T-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =3x5 =3x5 =3x5 =2x4 =5x6 =3x5 =5x6 =3x5 =3x5 =3x5 =3x5 1 9 8 7 6 10 1252 3 11 4 4-0-0 10-11-4 6-11-4 6-11-4 6-11-4 17-10-8 4-3-8 11-1-0 6-9-8 6-9-8 6-9-8 17-10-80-7-84-1-2Scale = 1:35.9 Plate Offsets (X, Y):[1:0-2-12,0-0-13], [3:0-3-0,0-2-0], [4:0-3-0,0-2-0], [6:0-2-13,0-0-13] 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 0.54 Vert(LL)-0.07 1-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.43 Vert(CT)-0.14 1-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT)0.02 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 65 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 7-3:2x4 SPF No.2 SLIDER Left 2x4 SPF Stud -- 3-8-10, Right 2x4 SPFStud -- 3-8-10 BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (lb/size)1=715/ Mechanical, 6=715/0-3-8 Max Horiz 1=-41 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1045/37, 3-4=-843/65, 4-6=-1045/36 BOT CHORD 1-9=0/847, 7-9=0/842, 6-7=0/847 WEBS 3-9=0/230, 3-7=-114/115, 4-7=0/231 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 6-11-4, Exterior(2E) 6-11-4 to 10-11-4, Exterior(2R) 10-11-4 to 15-2-2, Interior (1) 15-2-2 to 17-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x5 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s) for truss to truss connections. 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 Kaveney Res-Roof Trusses I49466825T18Hip1121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:05 Page: 1 ID:hoYjASfFuV_4sg04Gd52L_yAx4m-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =3x5 =2x4 =5x6 =4x6 =3x8 =2x4 =5x6 =2x4 =3x5 Special NAILED NAILED NAILED Special 1 12 2 10 9 11 8 7 6 534 0-10-8 -0-10-8 4-0-0 8-11-4 4-0-0 12-11-4 4-11-4 4-11-4 4-11-4 17-10-8 4-1-12 13-1-0 4-1-12 8-11-4 4-9-8 4-9-8 4-9-8 17-10-83-2-130-7-83-1-2Scale = 1:35.5 Plate Offsets (X, Y):[3:0-3-0,0-2-0], [5:0-3-0,0-2-0] 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 0.38 Vert(LL)-0.04 7-8 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.41 Vert(CT)-0.08 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(CT)0.02 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 147 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 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=1641/0-3-8, 6=1576/0-3-8 Max Horiz 2=33 (LC 12) Max Uplift 2=-131 (LC 8), 6=-121 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/12, 2-3=-2909/254, 3-4=-2937/251, 4-5=-2937/251, 5-6=-2911/254 BOT CHORD 2-10=-202/2466, 8-10=-199/2424, 7-8=-172/2430, 6-7=-175/2473 WEBS 3-10=-63/790, 3-8=-74/684, 4-8=-242/67, 5-8=-73/679, 5-7=-59/787 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 121 lb uplift at joint 6 and 131 lb uplift at joint 2. 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) 625 lb down and 105 lb up at 4-11-4, and 625 lb down and 105 lb up at 12-10-8 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: 1-3=-60, 3-5=-60, 5-6=-60, 2-6=-20 Concentrated Loads (lb) Vert: 10=-625 (B), 8=-167 (B), 7=-625 (B), 11=-167 (B), 12=-167 (B) Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466826TG7Hip Girder 1 221110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:45 Page: 1 ID:PLJ3gl0VVw5BIuacq86JtcyAx30-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 4.2412 =3x5 =3x5 =2x4 =3x5 =3x5 =2x4 NAILED NAILED NAILED NAILED 1 2 8 7 9 6 3 4 5 1-2-14 -1-2-14 3-5-2 3-5-2 3-5-2 6-10-5 3-5-2 3-5-2 3-5-2 6-10-53-2-10-7-83-0-9Scale = 1:33.6 Plate Offsets (X, Y):[2:0-2-13,0-1-9] 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 0.16 Vert(LL)-0.02 6-7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.52 Vert(CT)-0.04 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(CT)0.01 6 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 SLIDER Left 2x4 SPF Stud -- 1-9-0 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=423/0-4-9, 6=486/ Mechanical Max Horiz 2=75 (LC 5) Max Uplift 2=-57 (LC 4), 6=-66 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/7, 2-4=-587/66, 4-5=-52/23, 5-6=-90/15 BOT CHORD 2-7=-66/489, 6-7=-66/489 WEBS 4-7=-12/243, 4-6=-540/91 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; 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 66 lb uplift at joint 6 and 57 lb uplift at joint 2. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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: 1-5=-60, 2-6=-20 Concentrated Loads (lb) Vert: 8=-59 (F=-29, B=-29), 9=-239 (F=-119, B=-119) Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466827TG8Diagonal Hip Girder 2 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:45 Page: 1 ID:w3e_B9ADljOzWHpLH9M7a3yAx45-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =2x4 =3x5 =2x4 =2x4 1 2 5 3 4 0-10-8 -0-10-8 1-10-15 1-10-15 1-10-151-8-100-7-81-7-0Scale = 1:24.4 Plate Offsets (X, Y):[2:0-1-9,0-1-5] 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 0.04 Vert(LL)0.00 2-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT)0.00 2-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 1-6-1 BRACING TOP CHORD Structural wood sheathing directly applied or1-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=136/0-3-8, 5=58/ Mechanical Max Horiz 2=32 (LC 11) Max Uplift 2=-6 (LC 12), 5=-4 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/7, 2-4=-45/26, 4-5=-40/46 BOT CHORD 2-5=-14/15 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 5 and 6 lb uplift at joint 2. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466828T19Jack-Closed 4 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:06 Page: 1 ID:hoYjASfFuV_4sg04Gd52L_yAx4m-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =2x4 =3x5 =2x4 =2x4 1 6 2 5 3 7 4 0-10-8 -0-10-8 3-10-15 3-10-15 3-10-152-8-100-7-82-7-0Scale = 1:26 Plate Offsets (X, Y):[2:0-1-9,0-1-5] 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)-0.01 2-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(CT)-0.02 2-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 15 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 2-0-5 BRACING TOP CHORD Structural wood sheathing directly applied or3-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=209/0-3-8, 5=145/ Mechanical Max Horiz 2=57 (LC 9) Max Uplift 2=-2 (LC 12), 5=-9 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/7, 2-4=-79/55, 4-5=-107/95 BOT CHORD 2-5=-26/28 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) -0-10-8 to 2-1-8, Interior (1) 2-1-8 to 3-9-3 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 9 lb uplift at joint 5 and 2 lb uplift at joint 2. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466829T20Jack-Closed 4 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:06 Page: 1 ID:hoYjASfFuV_4sg04Gd52L_yAx4m-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =2x4 =3x5 =2x4 =2x4 1 2 5 6 3 4 0-10-8 -0-10-8 4-11-4 4-11-4 4-11-43-2-130-7-83-1-2Scale = 1:27.9 Plate Offsets (X, Y):[2:0-1-9,0-1-5] 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 0.35 Vert(LL)-0.03 2-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.24 Vert(CT)-0.06 2-5 >910 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 19 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 2-7-3 BRACING TOP CHORD Structural wood sheathing directly applied or4-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=249/0-3-8, 5=187/ Mechanical Max Horiz 2=70 (LC 9) Max Uplift 2=-1 (LC 12), 5=-11 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/7, 2-4=-98/69, 4-5=-139/119 BOT CHORD 2-5=-32/34 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) -0-10-8 to 2-1-8, Interior (1) 2-1-8 to 4-9-8 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 11 lb uplift at joint 5 and 1 lb uplift at joint 2. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466830T21Jack-Closed 5 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:06 Page: 1 ID:9_65Nogtep6xUqbHpKcHtCyAx4l-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =5x10 =5x6 =5x6 =2x4 =6x8 =6x8 =3x5 =5x6 =5x6 =3x8 1 2 9 8 7 6 5 10 14 11 13 123 4 0-10-8 -0-10-8 4-0-0 9-6-0 5-6-0 5-6-0 5-6-0 15-0-0 4-3-8 9-7-12 5-4-4 5-4-4 5-4-4 15-0-06-9-70-11-06-5-0Scale = 1:44.9 Plate Offsets (X, Y):[3:0-6-4,0-1-12], [4:0-6-4,0-1-12], [5:0-1-10,0-0-6] 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 0.36 Vert(LL)0.01 2-8 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.29 Vert(CT)-0.03 2-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.01 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 84 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E -- 3-5-11, Right 2x8SP 2400F 2.0E -- 3-5-11 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 ocbracing. REACTIONS (lb/size)2=654/0-3-4, 5=598/0-3-8 Max Horiz 2=100 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/18, 2-3=-676/48, 3-4=-361/79, 4-5=-667/45 BOT CHORD 2-8=0/361, 7-8=0/358, 5-7=0/364 WEBS 3-8=0/214, 3-7=-61/68, 4-7=0/210 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) -0-10-8 to 2-1-8, Interior (1) 2-1-8 to 5-6-0, Exterior(2E) 5-6-0 to 9-6-0, Exterior(2R) 9-6-0 to 13-8-14, Interior (1) 13-8-14 to 15-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)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 Kaveney Res-Roof Trusses I49466831T23Hip1121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:07 Page: 1 ID:9_65Nogtep6xUqbHpKcHtCyAx4l-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x5 =4x5 =2x4 =6x8 =3x8 =2x4 =6x8 =2x4 =4x5 =3x5 Special NAILED NAILED NAILED Special 1 2 11 10 12 9 13 8 7 6 534 0-10-8 -0-10-8 4-0-0 11-6-0 4-0-0 7-6-0 3-6-0 3-6-0 3-6-0 15-0-0 3-4-4 3-4-4 3-4-4 15-0-0 4-1-12 11-7-12 4-1-12 7-6-04-9-70-11-04-5-0Scale = 1:38.6 Plate Offsets (X, Y):[2:Edge,0-0-0], [3:0-6-4,0-1-12], [5:0-6-4,0-1-12], [6:Edge,0-0-0] 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 8-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.12 Vert(CT)-0.02 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(CT)0.01 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 163 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 9-3,9-5:2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -- 2-1-11, Right 2x6 SPFNo.2 -- 2-1-11 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (lb/size)2=1068/0-3-4, 6=1025/0-3-8 Max Horiz 2=68 (LC 26) Max Uplift 2=-221 (LC 8), 6=-213 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22, 2-3=-1261/307, 3-4=-1052/265, 4-5=-1052/264, 5-6=-1276/303 BOT CHORD 2-10=-213/807, 9-10=-208/791, 8-9=-175/776, 6-8=-179/792 WEBS 3-10=-138/457, 3-9=-117/439, 4-9=-255/71, 5-9=-117/423, 5-8=-132/470 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 213 lb uplift at joint 6 and 221 lb uplift at joint 2. 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) 325 lb down and 150 lb up at 3-6-0, and 342 lb down and 151 lb up at 11-5-4 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 3-5=-60, 5-6=-60, 2-6=-20 Concentrated Loads (lb) Vert: 10=-262 (B), 9=-99 (B), 8=-284 (B), 12=-99 (B), 13=-99 (B) Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466832TG10Hip Girder 1 221110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:46 Page: 1 ID:Hr19yIrLZwS1Eu56ZwNGstyAx3D-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 8.4912 =2x4 =3x5 =4x5 =2x4 NAILED NAILED 1 5 6 4 2 3 1-2-14 -1-2-14 4-9-14 4-9-14 4-9-144-7-110-11-04-3-15Scale = 1:37.4 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 0.32 Vert(LL)0.04 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.25 Vert(CT)-0.06 4-5 >986 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 24 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=191/ Mechanical, 5=293/0-4-7 Max Horiz 5=104 (LC 5) Max Uplift 4=-79 (LC 8), 5=-38 (LC 8) Max Grav 4=229 (LC 15), 5=293 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-232/23, 1-2=0/48, 2-3=-111/69, 3-4=-130/36 BOT CHORD 4-5=-102/63 WEBS 2-4=-52/81 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 38 lb uplift at joint 5 and 79 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. 6)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nailsper 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: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=-39 (F=-20, B=-20) Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466833TG11Diagonal Hip Girder 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:46 Page: 1 ID:6vHix55SAteqoMLBwuFjLoyAx4B-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 8.4912 =2x4 =3x5 =4x5 =2x4 NAILED NAILED 4 5 3 1 2 4-9-14 4-9-144-3-150-11-04-3-15Scale = 1:34.7 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 0.39 Vert(LL)0.04 3-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.28 Vert(CT)-0.06 3-4 >965 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 22 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=214/ Mechanical, 4=205/0-4-9 Max Horiz 4=94 (LC 5) Max Uplift 3=-79 (LC 8), 4=-24 (LC 8) Max Grav 3=248 (LC 15), 4=216 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-136/9, 1-2=-93/76, 2-3=-142/40 BOT CHORD 3-4=-92/60 WEBS 1-3=-47/70 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 24 lb uplift at joint 4 and 79 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. 6)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nailsper 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: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-56 (F=-20, B=-37) Job Truss Truss Type Qty Ply Kaveney Res-Roof Trusses I49466834TG12Diagonal Hip Girder 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:47 Page: 1 ID:6vHix55SAteqoMLBwuFjLoyAx4B-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x5 =2x4 1 5 4 2 3 0-10-8 -0-10-8 1-10-15 1-10-15 1-10-153-2-60-11-02-9-15Scale = 1:26.5 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 0.06 Vert(LL)0.00 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT)0.00 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 12 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=45/ Mechanical, 5=145/0-3-8 Max Horiz 5=66 (LC 9) Max Uplift 4=-34 (LC 9) Max Grav 4=65 (LC 19), 5=145 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-129/35, 1-2=0/43, 2-3=-64/53, 3-4=-56/40 BOT CHORD 4-5=-110/109 WEBS 2-4=-96/100 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 34 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 Kaveney Res-Roof Trusses I49466835T24Jack-Closed 3 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:07 Page: 1 ID:9_65Nogtep6xUqbHpKcHtCyAx4l-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =4x5 =2x4 1 5 4 2 3 0-10-8 -0-10-8 3-6-0 3-6-0 3-6-04-9-70-11-04-5-0Scale = 1:32.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 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-P Weight: 20 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=119/ Mechanical, 5=199/0-3-8 Max Horiz 5=105 (LC 9) Max Uplift 4=-43 (LC 9) Max Grav 4=142 (LC 19), 5=199 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-167/42, 1-2=0/43, 2-3=-113/115, 3-4=-133/89 BOT CHORD 4-5=-177/175 WEBS 2-4=-143/148 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) -0-10-8 to 2-1-8, Interior (1) 2-1-8 to 3-4-4 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 43 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 Kaveney Res-Roof Trusses I49466836T25Jack-Closed 5 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:07 Page: 1 ID:dBgUb8gVP7Eo5_ATN27WQPyAx4k-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x5 =2x4 4 3 1 2 1-10-15 1-10-152-9-150-11-02-9-15Scale = 1:23.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL)0.00 3-4 >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 0.04 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=65/ Mechanical, 4=65/0-3-8 Max Horiz 4=56 (LC 9) Max Uplift 3=-32 (LC 9), 4=-5 (LC 8) Max Grav 3=82 (LC 19), 4=83 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-81/32, 1-2=-98/62, 2-3=-69/102 BOT CHORD 3-4=-139/82 WEBS 1-3=-67/131 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 5 lb uplift at joint 4and 32 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 Kaveney Res-Roof Trusses I49466837T26Jack-Closed 1 121110117-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 29 08:58:08 Page: 1 ID:dBgUb8gVP7Eo5_ATN27WQPyAx4k-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 30,2021 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