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HomeMy WebLinkAboutGADDY TRUSS I56701808.22120050-A16023 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). February 17,2023 Garcia, Juan Pages or sheets covered by this seal: I56701808 thru I56701869 My license renewal date for the state of Indiana is July 31, 2024. 22120050-A Gaddy 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. 512 =3x6 =3x5 =2x4 =2x4 1 5 2 3 4 0-11-0 -0-11-0 7-5-8 7-5-8 0-1-8 7-5-8 7-4-0 7-4-03-9-110-7-93-5-60-3-8Scale = 1:36.8 Plate Offsets (X, Y):[2:0-3-13,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 0.72 Vert(LL)0.13 5-8 >656 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.54 Vert(CT)-0.29 5-8 >301 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.05 2 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 25 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 -- 2-6-0 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 (size)2=0-5-4, 5=0-1-8 Max Horiz 2=106 (LC 11) Max Uplift 2=-18 (LC 12), 5=-28 (LC 12) Max Grav 2=351 (LC 1), 5=289 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-4=-453/85, 4-5=-194/135 BOT CHORD 2-5=-334/258 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 5)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 5. This connection is for uplift only and does not consider lateral forces. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701808T1Monopitch17122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:46 Page: 1 ID:wpfA8UxS7gKb4DTD3VoSsDy9RR?-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =4x5 =5x6 =3x5 1511628 142 27 17 26 18 133 25 19 24 20 1242321 115 22 106 7 9 8 0-11-0 18-2-8 0-11-0 -0-11-0 8-7-12 8-7-12 8-7-12 17-3-8 0-3-8 17-3-8 0-3-8 0-3-8 8-4-4 17-0-0 8-4-4 8-7-129-11-111-2-09-9-125-6-13Scale = 1:56 Loading (psf)Spacing 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)0.00 27-28 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT)0.00 27-28 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT)0.00 16 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MR Weight: 151 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)16=17-3-8, 17=17-3-8, 18=17-3-8, 19=17-3-8, 20=17-3-8, 21=17-3-8, 22=17-3-8, 23=17-3-8, 24=17-3-8, 25=17-3-8, 26=17-3-8, 27=17-3-8, 28=17-3-8 Max Horiz 28=-203 (LC 10) Max Uplift 16=-56 (LC 12), 17=-122 (LC 13), 18=-19 (LC 13), 19=-49 (LC 13), 20=-52 (LC 13), 21=-24 (LC 13), 22=-111 (LC 11), 23=-26 (LC 12), 24=-52 (LC 12), 25=-49 (LC 12), 26=-22 (LC 13), 27=-130 (LC 12), 28=-187 (LC 8) Max Grav 16=151 (LC 19), 17=196 (LC 20), 18=103 (LC 26), 19=120 (LC 20), 20=112 (LC 20), 21=119 (LC 20), 22=414 (LC 13), 23=122 (LC 19), 24=111 (LC 19), 25=121 (LC 19), 26=103 (LC 25), 27=210 (LC 19), 28=267 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/45, 2-3=-155/152, 3-4=-96/147, 4-5=-93/204, 5-6=-111/269, 6-7=-145/350, 7-8=-166/400, 8-9=-166/400, 9-10=-145/350,10-11=-111/269, 11-12=-81/198,12-13=-72/134, 13-14=-123/122, 14-15=0/45,2-28=-177/102, 14-16=-157/78 BOT CHORD 27-28=-142/142, 26-27=-114/116, 25-26=-123/126, 24-25=-121/123, 23-24=-122/124, 22-23=-122/122, 21-22=-122/122, 20-21=-121/124, 19-20=-122/124, 18-19=-118/122, 17-18=-129/129, 16-17=-108/109 WEBS 8-22=-501/183, 7-23=-93/52, 6-24=-86/100, 5-25=-90/85, 4-26=-79/80, 3-27=-138/114, 9-21=-91/55, 10-20=-87/100, 11-19=-90/86, 12-18=-79/76, 13-17=-130/125 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 187 lb uplift at joint 28, 111 lb uplift at joint 22, 56 lb uplift at joint 16, 26 lb uplift at joint 23, 52 lb uplift at joint 24, 49 lb uplift at joint 25, 22 lb uplift at joint 26, 130 lb uplift at joint 27, 24 lb uplift at joint 21, 52 lb uplift at joint 20, 49 lb uplift at joint 19, 19 lb uplift at joint 18 and 122 lb uplift at joint17. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701809TGE2Scissor1122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:58 Page: 1 ID:q9wP2KyuOvn3zFbsCBflJZy9RpV-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =2x4 =4x6 =4x5 =3x6 =4x5 =6x8 =3x6 =4x5 =4x6 =2x4 71812 62 11 9 53 10 4 0-11-0 18-2-8 0-11-0 -0-11-0 4-1-12 8-7-12 4-1-12 12-9-8 4-6-0 17-3-8 4-6-0 4-6-0 0-3-8 17-3-8 0-3-8 0-3-8 4-1-12 12-9-8 4-1-12 8-7-12 4-2-8 4-6-0 4-2-8 17-0-09-11-111-2-09-9-125-6-13Scale = 1:59.2 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 0.22 Vert(LL)-0.06 10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.31 Vert(CT)-0.12 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT)0.18 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 87 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 4-10-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)8=0-3-8, 12=0-3-8 Max Horiz 12=-203 (LC 10) Max Grav 8=744 (LC 1), 12=744 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/45, 2-3=-1396/40, 3-4=-1160/0, 4-5=-1188/0, 5-6=-1396/0, 6-7=0/45, 2-12=-762/97, 6-8=-756/66 BOT CHORD 11-12=-228/329, 10-11=-85/1273, 9-10=0/1121, 8-9=-40/148 WEBS 4-10=0/1350, 2-11=0/906, 6-9=0/906, 3-10=-221/189, 3-11=-104/39, 5-10=-248/219, 5-9=-104/39 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C formembers 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)Bearing at joint(s) 12, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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 Gaddy Res-Roof Trusses I56701810T5Scissor1122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:48 Page: 1 ID:lz1ROX?CjW5ko8wNQmvs6Uy9RQv-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 812 812 =2x4 =4x6 =4x5 =3x6 =4x5 =6x8 =3x6 =4x5 =3x8 =3x5 1 12 7 8 2 6 911 53 10 4 0-11-0 -0-11-0 0-4-0 17-3-8 4-2-0 16-11-8 4-1-12 8-7-12 4-1-12 12-9-8 4-6-0 4-6-0 0-3-8 17-3-8 0-3-8 0-3-8 0-2-4 17-0-0 4-1-12 12-9-8 4-1-12 8-7-12 4-0-4 16-9-12 4-2-8 4-6-09-11-111-2-05-6-130-1-140-1-141-4-21-6-08-3-129-9-12Scale = 1:63.1 Plate Offsets (X, Y):[6:0-3-7,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 0.55 Vert(LL)-0.06 10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.31 Vert(CT)-0.12 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT)0.18 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 88 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-7:2x4 SP 2400F 2.0E WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or4-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 7-8. REACTIONS (size)7=0-3-8, 12=0-3-8 Max Horiz 12=197 (LC 9) Max Grav 7=658 (LC 1), 12=746 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/45, 2-3=-1401/88, 3-4=-1164/27, 4-5=-1169/37, 5-6=-1403/51, 2-12=-758/118, 6-8=-754/47 BOT CHORD 11-12=-238/311, 10-11=-106/1243, 9-10=-13/1134, 8-9=-35/257, 7-8=-365/7 WEBS 4-10=0/1323, 2-11=0/910, 6-9=0/806, 3-10=-217/184, 3-11=-104/43, 5-10=-258/203, 5-9=-96/49 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Bearing at joint(s) 7, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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 Gaddy Res-Roof Trusses I56701811T6Scissor8122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:48 Page: 1 ID:puhm_0bCjFf2cH9sRP797Xy9gBE-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =4x5 =4x8 =4x6 =8x10 =3x6 =8x10 =4x8 =3x8 =6x12 =5x6 =MT18HS 3x10 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 14 15 11 12 10 139 8 7 6 16 17 18 19 20 1 5 42 3 0-4-0 17-3-8 4-1-10 16-11-8 4-5-10 4-5-10 4-2-2 8-7-12 4-2-2 12-9-14 0-5-12 17-3-8 3-11-14 16-9-12 4-2-2 8-7-12 4-2-2 12-9-14 4-5-10 4-5-109-9-121-2-00-5-80-5-81-0-81-6-08-3-129-9-12Scale = 1:66.1 Plate Offsets (X, Y):[5:0-2-12,0-1-8], [6:0-5-4,0-0-8], [7:0-6-0,0-4-8], [8:0-5-0,0-4-12], [9:0-3-8,0-4-8] 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 0.80 Vert(LL)-0.06 7-8 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.35 Vert(CT)-0.12 7-8 >999 180 MT18HS 197/144 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(CT)0.01 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 231 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF Stud *Except* 8-3,8-4,8-2:2x4 SPF No.2, 11-1:2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or5-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)6=0-3-8, 11=0-3-8 Max Horiz 11=183 (LC 26) Max Uplift 6=-54 (LC 8), 11=-43 (LC 9) Max Grav 6=6278 (LC 1), 11=5458 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-5486/91, 2-3=-4249/151, 3-4=-4248/151, 4-5=-5581/94, 1-11=-4649/58, 5-6=-5101/62 BOT CHORD 9-11=-173/775, 8-9=-74/3810, 7-8=-7/3882, 6-7=-27/292 WEBS 3-8=-134/5623, 4-8=-1512/142, 4-7=-11/1918, 2-8=-1395/143, 2-9=0/1738, 1-9=0/3175, 5-7=-6/3752 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)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)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 11 and 6. This connection is for uplift only and does not consider lateral forces. 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)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 16-0-12 to connect truss(es) to front 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, 3-5=-60, 6-11=-20 Concentrated Loads (lb) Vert: 12=-1157 (F), 13=-1157 (F), 14=-1157 (F), 15=-1157 (F), 16=-1157 (F), 17=-1157 (F), 18=-1157 (F), 19=-1157 (F), 20=-1157 (F) Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701812TG1Common Girder 1 222120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:57 Page: 1 ID:ec0PdFz00W7LI23LbljIfzy9Rs3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 712 =3x6 =4x5 =5x6 =3x5 =4x5 =3x5 1 48 47 46 45 44 43 42 41 4039 38 37 36 35 34 33 32 31 30 29 28 27 26 2 25324 4 2322521 6 20 7 19 8 18 9 17 10 16 11 15 12 14 13 0-11-0 -0-11-0 14-0-0 29-7-0 15-7-0 15-7-0 29-7-09-11-90-9-71-8-89-10-8Scale = 1:62.2 Plate Offsets (X, Y):[4:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT)0.00 26 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 418 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*44-7,45-6,46-5,47-4,48-3,31-19,30-20,29-21,28-23,27-24:2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 2-6-3 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 13-37, 12-38, 14-36 REACTIONS (size)2=29-7-0, 26=29-7-0, 27=29-7-0, 28=29-7-0, 29=29-7-0, 30=29-7-0, 31=29-7-0, 32=29-7-0, 33=29-7-0, 34=29-7-0, 35=29-7-0, 36=29-7-0, 37=29-7-0, 38=29-7-0, 40=29-7-0, 41=29-7-0, 42=29-7-0, 43=29-7-0, 44=29-7-0, 45=29-7-0, 46=29-7-0, 47=29-7-0, 48=29-7-0, 49=29-7-0 Max Horiz 2=193 (LC 11), 49=193 (LC 11) Max Uplift 2=-79 (LC 8), 26=-57 (LC 11), 27=-112 (LC 13), 28=-18 (LC 13), 29=-20 (LC 13), 30=-19 (LC 13), 31=-19 (LC 13), 32=-20 (LC 13), 33=-19 (LC 13), 34=-19 (LC 13), 35=-28 (LC 13), 37=-25 (LC 11), 38=-3 (LC 12), 40=-25 (LC 12), 41=-19 (LC 12), 42=-19 (LC 12), 43=-20 (LC 12), 44=-19 (LC 12), 45=-19 (LC 12), 46=-22 (LC 12), 47=-8 (LC 12), 48=-66 (LC 12), 49=-79 (LC 8) Max Grav 2=202 (LC 20), 26=117 (LC 13), 27=123 (LC 20), 28=111 (LC 1), 29=107 (LC 20), 30=108 (LC 20), 31=106 (LC 20), 32=108 (LC 20), 33=107 (LC 20), 34=107 (LC 20), 35=110 (LC 20), 36=109 (LC 26), 37=183 (LC 13), 38=115 (LC 19), 40=107 (LC 25), 41=107 (LC 19), 42=107 (LC 19), 43=108 (LC 19), 44=106 (LC 19), 45=106 (LC 19), 46=113 (LC 19), 47=91 (LC 1), 48=189 (LC 19), 49=202 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/28, 2-3=-75/31, 3-5=-165/155, 5-6=-153/153, 6-7=-145/151, 7-8=-138/149, 8-9=-131/161, 9-10=-124/175, 10-11=-119/190, 11-12=-136/213,12-13=-141/225, 13-14=-141/225,14-15=-136/213, 15-16=-119/185,16-17=-105/161, 17-18=-91/137,18-19=-77/112, 19-20=-63/88, 20-21=-49/63,21-23=-35/39, 23-24=-40/22, 24-25=-66/37, 25-26=-62/25 BOT CHORD 2-48=-34/45, 47-48=-34/45, 46-47=-34/46, 45-46=-34/46, 44-45=-34/46, 43-44=-34/46, 42-43=-34/46, 41-42=-34/46, 40-41=-34/46, 38-40=-34/46, 37-38=-34/46, 36-37=-34/46,35-36=-34/46, 34-35=-34/46, 33-34=-34/46,32-33=-34/46, 31-32=-34/46, 30-31=-34/46,29-30=-34/46, 28-29=-34/46, 27-28=-34/46,26-27=-34/46 WEBS 13-37=-176/85, 12-38=-88/19, 11-40=-81/41, 10-41=-80/35, 9-42=-80/35, 8-43=-81/36, 7-44=-80/35, 6-45=-81/35, 5-46=-83/36, 4-47=-71/29, 3-48=-134/73, 14-36=-83/11, 15-35=-83/44, 16-34=-80/35, 17-33=-80/35, 18-32=-81/36, 19-31=-80/35, 20-30=-81/36, 21-29=-80/34, 23-28=-85/39, 24-27=-75/68 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -0-11-0 to 8-11-0, Exterior(2N) 8-11-0 to 15-7-0, Corner(3R) 15-7-0 to 25-7-0, Exterior (2N) 25-7-0 to 29-5-4 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701813TGE3Common Supported Gable 1 122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:58 Page: 1 ID:9Yia0Y250RTJfcfy5uSZj6y9RQs-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 8)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 57 lb uplift at joint 26, 79 lb uplift at joint 2, 25 lb uplift at joint 37, 3 lb uplift at joint 38, 25 lb uplift at joint 40, 19 lb uplift at joint 41, 19 lb uplift at joint 42, 20 lb uplift at joint 43, 19 lb uplift at joint 44, 19 lb uplift at joint 45, 22 lb uplift at joint 46, 8 lb uplift at joint 47, 66 lb uplift at joint 48, 28 lb uplift at joint 35, 19 lb uplift at joint 34, 19 lb uplift at joint 33, 20 lb uplift at joint 32, 19 lb uplift at joint 31, 19 lb uplift at joint 30, 20 lb uplift at joint 29, 18 lb uplift at joint 28, 112 lb uplift at joint 27 and 79 lb uplift at joint 2. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701813TGE3Common Supported Gable 1 122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:58 Page: 2 ID:9Yia0Y250RTJfcfy5uSZj6y9RQs-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. 712 =4x8 =3x5 =2x4 =3x5 =3x5 =3x5 =4x6 =3x8 =3x5 =4x5 =3x5 =4x6 =2x4 1 14 13 12 11 10 2 93 819 4 7 5 6 0-11-0 -0-11-0 6-4-4 29-7-0 7-7-12 23-2-12 7-7-12 15-7-0 7-11-4 7-11-4 6-4-4 29-7-0 7-7-12 23-2-12 7-7-12 15-7-0 7-11-4 7-11-49-11-90-9-71-8-89-10-8Scale = 1:66.6 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 0.64 Vert(LL)-0.08 12-14 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.60 Vert(CT)-0.19 12-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT)0.05 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 127 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-11,4-14,10-9:2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-12, 4-12 REACTIONS (size)2=0-3-8, 10= Mechanical Max Horiz 2=193 (LC 11) Max Uplift 2=-21 (LC 12) Max Grav 2=1233 (LC 1), 10=1177 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/28, 2-4=-1702/53, 4-6=-1201/110, 6-7=-1202/107, 7-9=-1469/55, 9-10=-1121/36 BOT CHORD 2-14=-197/1403, 12-14=-58/1403, 11-12=-3/1204, 10-11=-15/75 WEBS 6-12=0/676, 7-12=-385/131, 7-11=-128/91, 4-12=-596/144, 4-14=0/293, 9-11=0/1161 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-11-0 to 9-1-0, Interior (1) 9-1-0 to 15-7-0, Exterior(2R) 15-7-0 to 25-7-0, Interior (1) 25-7-0 to 29-5-4 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s) for truss to truss connections. 5)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701814T8Common9122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:50 Page: 1 ID:D1KG?Dx8jbkmRbKmwdAb2Ly9Rs6-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =2x4 =2x4 =2x4 =4x5 =2x4 =2x4 =3x5 1 5 8 7 6 42 3 0-3-7 13-10-9 6-7-14 13-7-3 6-11-5 6-11-5 13-10-96-11-90-0-46-7-14Scale = 1:47.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horiz(TL)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 50 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 7-3:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)1=13-10-9, 5=13-10-9, 6=13-10-9, 7=13-10-9, 8=13-10-9 Max Horiz 1=-124 (LC 8) Max Uplift 1=-27 (LC 8), 6=-128 (LC 13), 8=-131 (LC 12) Max Grav 1=125 (LC 20), 5=103 (LC 19), 6=346 (LC 20), 7=266 (LC 1), 8=350 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-142/120, 2-3=-127/106, 3-4=-116/103, 4-5=-124/90 BOT CHORD 1-8=-50/108, 7-8=-50/97, 6-7=-50/97, 5-6=-50/97 WEBS 3-7=-187/0, 2-8=-264/203, 4-6=-262/172 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 1, 131 lb uplift at joint 8 and 128 lb uplift at joint 6. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701815V1Valley1122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:37:04 Page: 1 ID:2Jy5sw5b3fzl8DyjKkXVuyy9RQo-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =2x4 =2x4 =4x5 =2x4 =2x4 =2x4 =3x5 1 5 8 7 6 42 3 0-3-7 11-6-9 5-5-14 11-3-3 5-9-5 5-9-5 11-6-95-9-90-0-45-5-14Scale = 1:45.2 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 0.18 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horiz(TL)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 40 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 7-3:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=11-6-9, 5=11-6-9, 6=11-6-9, 7=11-6-9, 8=11-6-9 Max Horiz 1=-103 (LC 8) Max Uplift 1=-41 (LC 10), 5=-16 (LC 11), 6=-127 (LC 13), 8=-131 (LC 12) Max Grav 1=83 (LC 12), 5=68 (LC 22), 6=334 (LC 20), 7=204 (LC 3), 8=339 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-147/105, 2-3=-162/94, 3-4=-160/108, 4-5=-117/78 BOT CHORD 1-8=-36/77, 7-8=-29/76, 6-7=-29/76, 5-6=-31/76 WEBS 3-7=-115/0, 2-8=-296/281, 4-6=-294/219 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 1, 16 lb uplift at joint 5, 131 lb uplift at joint 8 and 127 lb uplift at joint 6. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701816V2Valley1122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:37:04 Page: 1 ID:WWWT4G6Eqz5bmNXvuR2kQAy9RQn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =3x5 1 3 4 2 0-3-7 9-2-9 4-3-14 8-11-3 4-7-5 4-7-5 9-2-94-7-90-0-44-3-14Scale = 1:35.6 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 0.25 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.22 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 29 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 9-2-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)1=9-2-9, 3=9-2-9, 4=9-2-9 Max Horiz 1=-81 (LC 8) Max Uplift 1=-29 (LC 26), 3=-29 (LC 25), 4=-79 (LC 12) Max Grav 1=63 (LC 25), 3=63 (LC 26), 4=693 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-150/271, 2-3=-138/271 BOT CHORD 1-4=-196/175, 3-4=-196/175 WEBS 2-4=-512/260 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 1, 29 lb uplift at joint 3 and 79 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701817V3Valley1122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:37:04 Page: 1 ID:WWWT4G6Eqz5bmNXvuR2kQAy9RQn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =3x5 1 3 4 2 0-3-7 6-10-9 3-1-14 6-7-3 3-5-5 3-5-5 6-10-93-5-90-0-43-1-14Scale = 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 0.13 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.13 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 21 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-10-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)1=6-10-9, 3=6-10-9, 4=6-10-9 Max Horiz 1=60 (LC 11) Max Uplift 4=-38 (LC 12) Max Grav 1=70 (LC 25), 3=70 (LC 26), 4=453 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-89/155, 2-3=-73/154 BOT CHORD 1-4=-120/126, 3-4=-120/126 WEBS 2-4=-310/175 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701818V4Valley1122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:37:05 Page: 1 ID:_i3rHc6sbHDSNX66R9ZzzNy9RQm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =2x4 =2x4 1 3 4 2 0-3-7 4-6-9 1-11-14 4-3-3 2-3-5 2-3-5 4-6-92-3-90-0-41-11-14Scale = 1:27 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 13 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)1=4-6-9, 3=4-6-9, 4=4-6-9 Max Horiz 1=-38 (LC 8) Max Uplift 4=-13 (LC 12) Max Grav 1=62 (LC 25), 3=62 (LC 26), 4=258 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-53/72, 2-3=-53/68 BOT CHORD 1-4=-58/74, 3-4=-58/74 WEBS 2-4=-152/82 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701819V5Valley1122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:37:05 Page: 1 ID:_i3rHc6sbHDSNX66R9ZzzNy9RQm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 3 2 0-3-7 2-2-9 0-9-14 1-11-3 1-1-5 1-1-5 2-2-91-1-90-0-40-9-14Scale = 1:24.4 Plate Offsets (X, Y):[2:0-2-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 5 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (size)1=2-2-9, 3=2-2-9 Max Horiz 1=-17 (LC 8) Max Grav 1=89 (LC 1), 3=89 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-101/45, 2-3=-101/46 BOT CHORD 1-3=-24/71 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)This truss 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 Gaddy Res-Roof Trusses I56701820V6Valley1122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:37:05 Page: 1 ID:SudDUy7UMaLJ?hhI?s4CVby9RQl-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 712 =3x8 =4x5 =2x4 =3x5 =3x5 =3x5 =3x5 =3x5 =4x8 =4x8 =3x5 1 11 10 9 8 2 3 4 5 12 17 6 7 0-11-0 -0-11-0 6-11-5 20-6-8 6-7-13 13-7-3 6-11-5 6-11-5 6-7-13 13-7-3 6-7-13 20-3-0 6-11-5 6-11-5 0-3-8 20-6-812-10-40-9-74-3-68-5-14Scale = 1:79.4 Plate Offsets (X, Y):[2:0-5-6,Edge], [7:0-4-8,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)-0.06 8-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.41 Vert(CT)-0.12 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT)-0.55 17 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 109 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-11:2x4 SPF Stud OTHERS 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-8 REACTIONS (size)2=0-5-8, 17=0-3-0 Max Horiz 2=295 (LC 9) Max Uplift 17=-127 (LC 12) Max Grav 2=873 (LC 1), 17=806 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/28, 2-4=-1020/0, 4-6=-650/0, 6-7=-174/68, 8-12=-67/662, 7-12=-67/662 BOT CHORD 2-11=-315/925, 9-11=-176/925, 8-9=-120/513 WEBS 4-11=0/260, 4-9=-497/118, 6-9=0/488, 6-8=-749/140, 7-17=-808/128 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-11-0 to 9-1-0, Interior (1) 9-1-0 to 20-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 17. This connection is for uplift only and does not consider lateral forces. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701821T15Monopitch10122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:50 Page: 1 ID:OdUSAjlsqUAcvz2cYc9qpBy9SB0-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 2.512 712 =3x5 =3x8 =3x5 =3x6 =3x5 =3x6 =3x5 =3x5 =3x6 =3x5 =5x8 =3x5 =3x5 =4x6 =4x8 =3x6 1 20 19 18 17 16 15 14 13 12 11 10 2 3 74 4 5 6 7 69 73 8 9 0-11-0 -0-11-0 5-8-0 17-9-4 5-8-6 12-1-4 5-8-11 32-0-5 6-4-14 6-4-14 6-0-3 38-0-8 8-6-6 26-3-11 0-0-8 17-9-12 5-8-11 37-9-0 5-10-7 32-0-5 8-4-3 26-1-15 0-3-8 38-0-8 8-6-6 17-9-4 9-2-14 9-2-1412-9-130-5-54-3-68-5-140-1-120-1-125-9-55-11-1Scale = 1:80.3 Plate Offsets (X, Y):[9:0-4-8,Edge], [48:0-1-13,0-1-0], [50:0-2-0,0-1-4], [51:0-1-13,0-1-0], [54:0-1-13,0-1-0], [61:0-1-13,0-1-0] 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 0.73 Vert(LL)-0.10 12-14 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.41 Vert(CT)-0.21 12-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(CT)-0.43 73 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 544 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-14,3-19,5-19:2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 23-21,26-24,28-29,31-32,33-34,37-35:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-10 REACTIONS (size)2=17-11-8, 14=17-11-8, 16=17-11-8, 17=17-11-8, 18=17-11-8, 19=17-11-8, 20=17-11-8, 70=17-11-8, 73=0-3-0 Max Horiz 2=281 (LC 9), 70=281 (LC 9) Max Uplift 2=-48 (LC 8), 14=-28 (LC 12), 19=-192 (LC 8), 70=-48 (LC 8), 73=-110 (LC 12) Max Grav 2=335 (LC 1), 14=1320 (LC 1), 16=12 (LC 3), 17=78 (LC 3), 18=78 (LC 3), 19=469 (LC 1), 20=229 (LC 3), 70=335 (LC 1), 73=707 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/11, 2-3=-375/64, 3-5=-284/278, 5-6=-327/422, 6-7=-659/8, 7-8=-491/20, 8-9=-149/53, 10-69=-58/590, 9-69=-58/590 BOT CHORD 2-20=-254/344, 19-20=-254/344, 18-19=-125/36, 17-18=-125/36, 16-17=-125/36, 14-16=-125/36, 12-14=-262/0, 11-12=-57/594, 10-11=-92/354 WEBS 7-12=-241/96, 7-11=-337/90, 8-11=-26/409, 8-10=-627/128, 6-14=-1061/149, 3-19=-644/194, 5-19=-266/213, 5-14=-239/104, 6-12=-26/935, 9-73=-710/111 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-11-0 to 9-1-0, Interior (1) 9-1-0 to 37-7-4 zone; cantilever left and right exposed ; endvertical left and right exposed;C-C for members andforces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable studs spaced at 1-4-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Bearing at joint(s) 73 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 73. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 2, 28 lb uplift at joint 14, 192 lb uplift at joint 19, 48 lb uplift at joint 2 and 110 lb uplift at joint 73. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701822TSGE2Roof Special Structural Gable 1 122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:37:01 Page: 1 ID:Z7Oifa4zIMruW3OXm0?GLly9RQp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 2.512 712 =3x5 =2x4 =3x5 =3x6 =3x5 =3x6 =3x5 =3x8 =3x6 =3x8 =5x8 =3x5 =3x5 =4x6 =4x8 =3x6 1 16 15 14 13 12 11 10 2 3 22 4 5 6 7 17 21 8 9 0-11-0 -0-11-0 5-7-14 17-8-12 5-8-3 12-0-14 6-0-3 38-0-8 5-8-11 32-0-5 6-4-11 6-4-11 8-6-15 26-3-11 5-8-11 37-9-0 5-10-7 32-0-5 8-5-3 26-1-15 0-3-8 38-0-8 8-6-2 17-8-12 9-2-10 9-2-1012-9-130-5-54-3-65-11-18-5-14Scale = 1:81.8 Plate Offsets (X, Y):[9:0-4-8,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 0.85 Vert(LL)-0.12 16-20 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.63 Vert(CT)-0.28 16-20 >768 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT)-0.43 21 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 174 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-14,3-16,5-16:2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-14. WEBS 1 Row at midpt 8-10 REACTIONS (size)2=0-5-4, 14=0-5-8, 21=0-3-0 Max Horiz 2=281 (LC 9) Max Uplift 2=-64 (LC 8), 14=-78 (LC 12), 21=-97 (LC 12) Max Grav 2=549 (LC 1), 14=1922 (LC 1), 21=598 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/11, 2-3=-1183/167, 3-5=-642/56, 5-6=-321/929, 6-7=-451/0, 7-8=-411/4, 8-9=-146/56, 10-17=-44/478, 9-17=-44/478 BOT CHORD 2-16=-231/1139, 14-16=-119/102, 12-14=-867/13, 11-12=-62/362, 10-11=-93/298 WEBS 7-12=-409/92, 7-11=-136/50, 8-11=0/301, 8-10=-493/102, 6-14=-1304/148, 6-12=-24/1331, 3-16=-643/174, 5-16=0/695, 5-14=-1035/104, 9-21=-601/98 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-11-0 to 9-1-0, Interior (1) 9-1-0 to 37-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 21. 5)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2, 14, and 21. This connection is for uplift only and does not consider lateral forces. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701823T17Roof Special 8 122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:51 Page: 1 ID:3quzgVK1zkg076Zojd0Ydpy9S8z-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 2.512 =3x5 =2x4 =3x5 =3x5 =3x5 =3x5 =3x6 =3x5 1 9 8 7 2 3 13 4 14 5 6 0-11-0 -0-11-0 5-6-0 11-8-8 5-9-8 17-6-0 6-2-8 6-2-8 8-6-8 17-6-0 8-11-8 8-11-84-1-100-5-54-1-1Scale = 1:38.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL)-0.13 7-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.76 Vert(CT)-0.29 7-9 >724 180 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT)0.04 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 60 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 7-5:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-4, 7= Mechanical Max Horiz 2=113 (LC 11) Max Uplift 2=-60 (LC 8), 7=-47 (LC 12) Max Grav 2=751 (LC 1), 7=693 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/11, 2-3=-2058/249, 3-5=-1567/104, 5-6=-89/38, 6-7=-141/62 BOT CHORD 2-9=-276/1985, 7-9=-202/1069 WEBS 3-9=-532/198, 5-9=0/676, 5-7=-1145/193 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-11-0 to 9-1-0, Interior (1) 9-1-0 to 17-4-4 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 47 lb uplift at joint 7. 5)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701824T19Monopitch8122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:51 Page: 1 ID:BtElXauWvBbMGKfqz?MZ1jy9S8E-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 712 3.512=3x8 =4x5 =5x6 =4x5 =5x6 =4x5 =4x5 =5x6 =4x5 =3x8 1 27262 50 28 49 294830 3 25 47 31 244 46 324533 235 44 344335 6 22 42 3641374038 7 21 39 8 20 9 19 10 18 11 17 12 16 13 15 14 0-11-0 -0-11-0 0-11-0 32-7-0 15-10-0 31-8-0 15-10-0 15-10-0 0-5-8 31-8-0 0-5-8 0-5-8 15-4-8 15-10-0 15-4-8 31-2-810-1-50-9-710-0-44-5-13Scale = 1:65 Plate Offsets (X, Y):[2:0-3-0,0-1-0], [5:0-3-0,0-3-0], [23:0-3-0,0-3-0], [26:0-3-0,0-1-0], [36:0-2-4,0-1-4], [42:0-2-4,0-1-4] 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 0.05 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 0.09 Horz(CT)0.01 26 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 295 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 -- 2-6-0, Right 2x6 SPFNo.2 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 41-43. REACTIONS (size)2=31-8-0, 26=31-8-0, 28=31-8-0, 29=31-8-0, 30=31-8-0, 31=31-8-0, 32=31-8-0, 33=31-8-0, 34=31-8-0, 35=31-8-0, 37=31-8-0, 38=31-8-0, 39=31-8-0, 40=31-8-0, 43=31-8-0, 44=31-8-0, 45=31-8-0, 46=31-8-0, 47=31-8-0, 48=31-8-0, 49=31-8-0, 50=31-8-0, 51=31-8-0, 55=31-8-0 Max Horiz 2=180 (LC 11), 51=180 (LC 11) Max Uplift 2=-72 (LC 8), 28=-69 (LC 13), 29=-4 (LC 13), 30=-23 (LC 13), 31=-19 (LC 13), 32=-19 (LC 13), 33=-19 (LC 13), 34=-19 (LC 13), 35=-19 (LC 13), 37=-26 (LC 13), 38=-3 (LC 13), 39=-37 (LC 11), 40=-25 (LC 12), 43=-36 (LC 12), 44=-12 (LC 12), 45=-21 (LC 12), 46=-19 (LC 12), 47=-19 (LC 12), 48=-23 (LC 12), 50=-85 (LC 12), 51=-72 (LC 8) Max Grav 2=205 (LC 20), 26=159 (LC 1), 28=189 (LC 20), 29=84 (LC 1), 30=114 (LC 20), 31=106 (LC 20), 32=107 (LC 20), 33=107 (LC 20), 34=107 (LC 20), 35=107 (LC 20), 37=108 (LC 20), 38=114 (LC 1), 39=230 (LC 13), 40=189 (LC 19), 43=185 (LC 19), 44=77 (LC 19), 45=114 (LC 19), 46=106 (LC 19), 47=106 (LC 19), 48=115 (LC 19), 49=84 (LC 1), 50=207 (LC 19), 51=205 (LC 20), 55=159 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/28, 2-4=-157/156, 4-6=-125/113, 6-7=-114/107, 7-8=-106/106, 8-9=-99/118, 9-10=-92/133, 10-11=-83/147, 11-12=-104/162, 12-13=-105/178,13-14=-125/195, 14-15=-122/194,15-16=-112/177, 16-17=-96/150,17-18=-82/126, 18-19=-68/102,19-20=-54/77, 20-21=-40/53, 21-22=-45/36,22-24=-59/37, 24-26=-92/69, 26-27=0/28 BOT CHORD 2-50=-60/117, 49-50=-59/116, 48-49=-59/117, 47-48=-59/117, 46-47=-59/117, 45-46=-59/117, 44-45=-60/117, 43-44=-58/117, 41-43=-63/117, 40-41=-55/117, 39-40=-61/117, 38-39=-60/116, 37-38=-59/117, 35-37=-59/117, 34-35=-59/117, 33-34=-59/117, 32-33=-59/117, 31-32=-59/117, 30-31=-59/117, 29-30=-59/116, 28-29=-61/118, 26-28=-60/119 WEBS 14-39=-157/78, 13-40=-114/31, 12-41=-39/30, 11-43=-110/42, 10-44=-71/33, 9-45=-82/36, 8-46=-81/35, 7-47=-80/35, 6-48=-85/38, 5-49=-67/25, 4-50=-149/89, 15-38=-84/20, 16-37=-82/41, 17-35=-80/35, 18-34=-81/35, 19-33=-81/35, 20-32=-81/35, 21-31=-80/35, 22-30=-84/37, 23-29=-67/25, 24-28=-134/75 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -0-11-0 to 9-2-0, Exterior(2N) 9-2-0 to 15-10-0, Corner(3R) 15-10-0 to 25-10-0, Exterior(2N) 25-10-0 to 32-7-0 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 Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701825TGE4Scissor1122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:59 Page: 1 ID:dlGyEu2jmkbAHmE8fbzoGKy9RQr-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 3) Truss designed for wind loads in the plane of the trussonly. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 39, 72 lb uplift at joint 2, 25 lb uplift at joint 40, 36 lb uplift at joint 43, 12 lb uplift at joint 44, 21 lb uplift at joint 45, 19 lb uplift at joint 46, 19 lb uplift at joint 47, 23 lb uplift at joint 48, 85 lb uplift at joint 50, 3 lb uplift at joint 38, 26 lb uplift at joint 37, 19 lb uplift at joint 35, 19 lb uplift at joint 34, 19 lb uplift at joint 33, 19 lb uplift at joint 32, 19 lb uplift at joint 31, 23 lb uplift at joint 30, 4 lb uplift at joint 29, 69 lb uplift at joint 28 and 72 lb uplift at joint 2. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 39, 40, 43, 44, 45, 46, 47, 48, 49, 50, 38, 37, 35, 34, 33, 32, 31, 30, 29, 28. 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 Gaddy Res-Roof Trusses I56701825TGE4Scissor1122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:59 Page: 2 ID:dlGyEu2jmkbAHmE8fbzoGKy9RQr-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. 712 3.512 =6x10 =4x5 =2x4 =3x5 =4x5 =3x5 =4x6 =6x8 =4x5 =4x6 =3x5 =3x5 =3x5 =2x4 =4x5 =6x10 1 13122 113 18 14 4 1517 102827 16 9568 7 0-11-0 -0-11-0 0-11-0 32-7-0 4-8-1 4-8-1 5-3-5 26-3-13 5-2-7 21-0-7 5-4-3 31-8-0 5-7-7 10-3-7 5-6-9 15-10-0 0-5-8 31-8-0 0-5-8 0-5-8 7-7-4 8-0-12 7-7-4 31-2-8 7-9-4 15-10-0 7-9-4 23-7-410-1-50-9-710-0-44-5-13Scale = 1:64.9 Plate Offsets (X, Y):[2:0-5-8,Edge], [5:0-2-7,Edge], [12:0-5-8,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 0.96 Vert(LL)-0.29 16-18 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 1.00 Vert(CT)-0.65 16-18 >582 180 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT)0.45 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 132 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 1-5:2x4 SPF 1650F 1.5E, 9-13:2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 15-12:2x4 SPF 1650F 1.5E WEBS 2x4 SPF Stud *Except* 6-16,8-16:2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -- 2-6-0, Right 2x6 SPF No.2 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)2=0-5-8, 12=0-5-8 Max Horiz 2=180 (LC 11) Max Uplift 2=-18 (LC 12), 12=-18 (LC 13) Max Grav 2=1322 (LC 1), 12=1322 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/28, 2-4=-3026/121, 4-6=-2969/52, 6-7=-2349/11, 7-8=-2341/23, 8-10=-2942/9, 10-12=-3059/39, 12-13=0/28 BOT CHORD 2-18=-175/2592, 16-18=-49/2605, 14-16=0/2563, 12-14=-29/2627 WEBS 7-16=0/2001, 4-18=-15/147, 6-18=0/289, 6-16=-605/169, 8-16=-572/168, 8-14=-5/304, 10-14=-54/148 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-11-0 to 9-1-0, Interior (1) 9-1-0 to 15-10-0, Exterior(2R) 15-10-0 to 25-10-0, Interior (1) 25-10-0 to 32-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Bearing at joint(s) 2, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 2 and 18 lb uplift at joint 12. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701826T20Scissor17122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:52 Page: 1 ID:sCnwY9yifHaIJXdcBwqwxey9RQz-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 712 3.512 =6x10 =4x5 =2x4 =3x8 =3x5 =3x5 =4x6 =6x8 =4x5 =4x6 =3x5 =3x5 =3x8 =2x4 =4x5 =6x10 12111 102 17 13 3 9 1416 4 8 15 5 7 6 0-11-0 32-7-0 4-8-1 4-8-1 4-8-1 31-8-0 5-7-7 26-11-15 5-7-7 10-3-7 5-6-9 15-10-0 5-6-9 21-4-9 0-5-8 31-8-0 0-5-8 0-5-8 7-7-4 8-0-12 7-7-4 31-2-8 7-9-4 15-10-0 7-9-4 23-7-410-1-50-9-710-0-44-5-13Scale = 1:64.9 Plate Offsets (X, Y):[1:0-5-8,Edge], [11:0-5-8,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 0.96 Vert(LL)-0.30 13-15 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 1.00 Vert(CT)-0.67 15-17 >569 180 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT)0.46 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 127 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 1-4,8-12:2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 *Except* 14-11:2x4 SPF 1650F 1.5E WEBS 2x4 SPF Stud *Except* 5-15,7-15:2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -- 2-6-0, Right 2x6 SPF No.2 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)1=0-5-8, 11=0-5-8 Max Horiz 1=-176 (LC 10) Max Uplift 1=-7 (LC 12), 11=-18 (LC 13) Max Grav 1=1266 (LC 1), 11=1322 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-3041/122, 3-5=-2978/52, 5-6=-2352/12, 6-7=-2352/23, 7-9=-2972/3, 9-11=-3034/51, 11-12=0/28 BOT CHORD 1-17=-177/2608, 15-17=-49/2610, 13-15=0/2607, 11-13=-31/2600 WEBS 6-15=0/2000, 3-17=-23/146, 5-17=0/291, 5-15=-608/169, 7-15=-604/176, 7-13=0/290, 9-13=-21/162 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 10-3-7, Interior (1) 10-3-7 to 15-10-0, Exterior(2R) 15-10-0 to 25-10-0, Interior (1) 25-10-0 to 32-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Bearing at joint(s) 1, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 1 and 18 lb uplift at joint 11. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701827T21Scissor9122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:52 Page: 1 ID:sCnwY9yifHaIJXdcBwqwxey9RQz-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 712 =3x5 =2x4 =4x5 =3x5 1 3 4 2 0-5-15 11-5-8 5-2-13 10-11-9 5-8-12 5-8-12 11-5-83-4-60-0-43-0-10Scale = 1:31.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.32 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horiz(TL)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 30 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)1=11-5-8, 3=11-5-8, 4=11-5-8 Max Horiz 1=-59 (LC 10) Max Uplift 1=-60 (LC 26), 3=-60 (LC 25), 4=-25 (LC 12) Max Grav 1=55 (LC 25), 3=55 (LC 26), 4=927 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-93/506, 2-3=-93/506 BOT CHORD 1-4=-393/129, 3-4=-393/129 WEBS 2-4=-716/151 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint 1, 60 lb uplift at joint 3 and 25 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701828V31Valley1122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:37:07 Page: 1 ID:WWWT4G6Eqz5bmNXvuR2kQAy9RQn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 712 =2x4 =4x5 =2x4 =2x4 1 3 4 2 0-5-15 7-5-8 3-2-13 6-11-9 3-8-12 3-8-12 7-5-82-2-60-0-41-10-10Scale = 1:25.8 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)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 19 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 7-5-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)1=7-5-8, 3=7-5-8, 4=7-5-8 Max Horiz 1=-37 (LC 10) Max Uplift 1=-1 (LC 12), 3=-7 (LC 13), 4=-4 (LC 12) Max Grav 1=74 (LC 25), 3=74 (LC 26), 4=498 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-74/220, 2-3=-74/220 BOT CHORD 1-4=-163/87, 3-4=-163/87 WEBS 2-4=-346/105 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 1, 7 lb uplift at joint 3 and 4 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701829V32Valley1122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:37:07 Page: 1 ID:_i3rHc6sbHDSNX66R9ZzzNy9RQm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7 12 =2x4 =3x5 =2x4 1 3 2 0-5-15 3-5-8 1-2-13 2-11-9 1-8-12 1-8-12 3-5-81-0-60-0-40-8-10Scale = 1:22.1 Plate Offsets (X, Y):[2:0-2-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 7 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (size)1=3-5-8, 3=3-5-8 Max Horiz 1=16 (LC 11) Max Uplift 1=-1 (LC 12), 3=-1 (LC 13) Max Grav 1=138 (LC 1), 3=138 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-215/57, 2-3=-215/57 BOT CHORD 1-3=-39/180 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 1 and 1 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701830V33Valley1122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:37:07 Page: 1 ID:_i3rHc6sbHDSNX66R9ZzzNy9RQm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 2.512 =3x5 =3x5 =3x5 15 14 13 12 11 10 9 1 2 3 4 16 17 5 6 7 8 0-11-0 -0-11-0 17-5-8 17-5-8 17-5-84-10-101-2-154-10-90-0-1Scale = 1:37.7 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 0.21 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 0.09 Horz(CT)0.00 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MR Weight: 57 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)9=17-5-8, 10=17-5-8, 11=17-5-8, 13=17-5-8, 14=17-5-8, 15=17-5-8 Max Horiz 15=136 (LC 9) Max Uplift 9=-4 (LC 12), 10=-24 (LC 8), 11=-25 (LC 12), 13=-22 (LC 8), 14=-75 (LC 12) Max Grav 9=128 (LC 1), 10=345 (LC 1), 11=311 (LC 1), 13=334 (LC 1), 14=231 (LC 1), 15=125 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-15=-97/19, 1-2=0/13, 2-3=-161/87, 3-4=-132/76, 4-5=-109/66, 5-7=-80/57, 7-8=-63/53, 8-9=-95/43 BOT CHORD 14-15=-49/57, 13-14=-49/57, 11-13=-49/57, 10-11=-49/57, 9-10=-49/57 WEBS 7-10=-259/108, 5-11=-233/93, 4-13=-250/101, 3-14=-172/126 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-11-0 to 9-1-0, Interior (1) 9-1-0 to 17-3-12 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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)Bearing at joint(s) 15, 9, 10, 11, 13, 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 9, 24 lb uplift at joint 10, 25 lb uplift at joint 11, 22 lb uplift at joint 13 and 75 lb uplift at joint 14. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 9, 10, 11. 11)This truss 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 Gaddy Res-Roof Trusses I56701831V20Roof Special 1 122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:37:06 Page: 1 ID:WWWT4G6Eqz5bmNXvuR2kQAy9RQn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 2.512 =3x10 =2x4 =2x4 =3x8 =3x8 =2x4 =2x4 =2x4 =2x4 1 9 8 7 6 12 2 3 4 5 17-8-15 17-8-153-8-100-0-43-8-90-0-1Scale = 1:36.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.91 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horiz(TL)0.03 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 47 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 2-2-0 oc bracing. REACTIONS (size)1=17-8-15, 6=17-8-15, 7=17-8-15, 9=17-8-15 Max Horiz 1=103 (LC 9) Max Uplift 1=-9 (LC 8), 6=-7 (LC 12), 7=-10 (LC 8), 9=-57 (LC 12) Max Grav 1=318 (LC 1), 6=165 (LC 1), 7=118 (LC 1), 9=806 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1101/115, 2-4=-75/35, 4-5=-48/37, 5-6=-117/45 BOT CHORD 1-9=-129/1071, 7-9=-35/42, 6-7=-35/42 WEBS 4-7=-133/90, 2-9=-517/151 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-3 to 9-10-2, Interior (1) 9-10-2 to 17-8-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 4-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Bearing at joint(s) 6, 1, 7, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 6, 9 lb uplift at joint 1, 10 lb uplift at joint 7 and 57 lb uplift at joint 9. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6, 1, 7, 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701832V21Roof Special 1 122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:37:06 Page: 1 ID:WWWT4G6Eqz5bmNXvuR2kQAy9RQn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 2.512 =3x6 =2x4 =2x4 =2x4 =2x4 1 5 4 8 2 9 3 12-1-10 12-1-102-6-90-0-42-6-90-0-1Scale = 1:27.9 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 0.52 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.61 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horiz(TL)0.02 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 30 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)1=12-1-10, 4=12-1-10, 5=12-1-10 Max Horiz 1=69 (LC 9) Max Uplift 1=-10 (LC 8), 4=-2 (LC 9), 5=-48 (LC 12) Max Grav 1=260 (LC 1), 4=16 (LC 1), 5=683 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-832/132, 2-3=-39/44, 3-4=-41/36 BOT CHORD 1-5=-174/807, 4-5=-48/37 WEBS 2-5=-441/172 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-3 to 10-1-3, Interior (1) 10-1-3 to 12-1-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 4-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 1, 2 lb uplift at joint 4 and 48 lb uplift at joint 5. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 4, 5. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701833V22Roof Special 1 122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:37:06 Page: 1 ID:WWWT4G6Eqz5bmNXvuR2kQAy9RQn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 2.512 =3x8 =2x4 =2x4 1 3 2 6-6-5 6-6-51-4-90-0-41-4-9Scale = 1:18.7 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 0.41 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.50 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.01 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP 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 6-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=6-6-5, 3=6-6-5 Max Horiz 1=34 (LC 9) Max Uplift 1=-13 (LC 8), 3=-17 (LC 12) Max Grav 1=255 (LC 1), 3=255 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-809/286, 2-3=-155/97 BOT CHORD 1-3=-355/786 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 4-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 13 lb uplift at joint 1 and 17 lb uplift at joint 3. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701834V23Roof Special 1 122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:37:06 Page: 1 ID:WWWT4G6Eqz5bmNXvuR2kQAy9RQn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 712 =5x10 =3x5 =3x5 =5x8 =3x5 =4x6 =3x8 =3x5 =3x5 =4x5 =4x8 914 13 12 11 10 8 7 66 6112 68 63 567 4 0-11-0 30-3-0 0-11-0 -0-11-0 7-5-8 7-5-8 7-2-8 14-8-0 7-2-4 21-10-4 7-5-12 29-4-0 1-4-0 14-8-0 0-5-8 0-5-8 6-0-4 13-4-0 6-10-4 7-3-12 7-2-4 21-10-4 7-5-12 29-4-09-5-20-6-110-9-72-1-23-0-85-1-104-2-79-4-2Scale = 1:64.4 Plate Offsets (X, Y):[8:0-5-6,Edge], [32:0-1-12,0-1-0], [35:0-1-12,0-1-0] 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 0.79 Vert(LL)-0.07 10-11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.52 Vert(CT)-0.17 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT)0.05 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 432 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 13-3,6-10:2x4 SPF Stud, 14-2:2x6 SPF No.2 OTHERS 2x4 SPF Stud *Except* 61-2:2x6 SPF No.2, 15-16,17-18,40-41,44-42:2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-11, 6-11 REACTIONS (size)8=0-5-8, 66=0-5-8 Max Horiz 66=173 (LC 11) Max Uplift 8=-26 (LC 13), 66=-29 (LC 12) Max Grav 8=1219 (LC 1), 66=1224 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/30, 2-3=-1476/188, 3-4=-1222/214, 4-6=-1229/206, 6-8=-1685/190, 8-9=0/28, 14-61=0/120, 2-61=0/120 BOT CHORD 13-14=-39/301, 11-13=-34/1343, 10-11=-72/1391, 8-10=-123/1391 WEBS 3-13=-265/103, 3-11=-485/117, 4-11=-61/703, 6-11=-548/159, 6-10=0/269, 2-13=-39/1110, 2-66=-1601/203 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-11-0 to 7-5-8, Interior (1) 7-5-8 to 14-8-0, Exterior(2R) 14-8-0 to 24-8-0, Interior (1) 24-8-0 to 30-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Bearing at joint(s) 66 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8 and 66. This connection is for uplift only and does not consider lateral forces. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701835TSGE3Roof Special Structural Gable 1 122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:37:02 Page: 1 ID:b29Se_hvesUAmBwxAASR4Dy9S22-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 712 =5x10 =3x5 =3x5 =5x8 =3x5 =4x6 =3x8 =3x5 =3x5 =2x4 =4x5 =4x8 914 13 12 11 10 8 7 20 1512 22 63 521 4 0-11-0 30-3-0 0-11-0 -0-11-0 7-5-8 7-5-8 7-2-8 14-8-0 7-2-4 21-10-4 7-5-12 29-4-0 1-4-0 14-8-0 0-5-8 0-5-8 6-0-4 13-4-0 6-10-4 7-3-12 7-2-4 21-10-4 7-5-12 29-4-09-5-20-6-110-9-72-1-23-0-85-1-104-2-79-4-2Scale = 1:64.4 Plate Offsets (X, Y):[8:0-5-6,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL)-0.07 10-11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.52 Vert(CT)-0.17 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT)0.05 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 332 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 13-3,6-10:2x4 SPF Stud, 14-2:2x6 SPF No.2 OTHERS 2x6 SPF No.2 SLIDER Right 2x6 SPF No.2 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 3-11, 6-11 REACTIONS (size)8=0-5-8, 20=0-5-8 Max Horiz 20=173 (LC 11) Max Uplift 8=-26 (LC 13), 20=-29 (LC 12) Max Grav 8=1219 (LC 1), 20=1224 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/30, 2-3=-1476/188, 3-4=-1222/214, 4-6=-1229/206, 6-8=-1685/190, 8-9=0/28, 14-15=0/120, 2-15=0/120 BOT CHORD 13-14=-39/301, 11-13=-34/1343, 10-11=-72/1391, 8-10=-123/1391 WEBS 3-13=-265/103, 3-11=-485/117, 4-11=-61/703, 6-11=-548/159, 6-10=0/269, 2-13=-39/1110, 2-20=-1601/203 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-11-0 to 7-5-8, Interior (1) 7-5-8 to 14-8-0, Exterior(2R) 14-8-0 to 24-8-0, Interior (1) 24-8-0 to 30-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8 and 20. This connection is for uplift only and does not consider lateral forces. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701836T30Roof Special 2 122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:53 Page: 1 ID:b29Se_hvesUAmBwxAASR4Dy9S22-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 712 =5x10 =3x5 =3x5 =5x8 =3x5 =4x6 =3x8 =3x5 =3x5 =2x4 =4x5 =3x8 13 12 11 10 9 8 7 19 1412 21 63 5 20 4 0-11-0 -0-11-0 7-5-8 7-5-8 7-2-8 14-8-0 7-5-12 29-4-0 7-2-4 21-10-4 1-4-0 14-8-0 0-5-8 0-5-8 6-0-4 13-4-0 6-10-4 7-3-12 7-2-4 21-10-4 7-5-12 29-4-09-4-20-6-110-9-72-1-23-0-85-1-104-2-79-4-2Scale = 1:64.4 Plate Offsets (X, Y):[8:0-5-6,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL)-0.07 9-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.52 Vert(CT)-0.17 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT)0.04 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 331 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 12-3,6-9:2x4 SPF Stud, 13-2:2x6 SPF No.2 OTHERS 2x6 SPF No.2 SLIDER Right 2x6 SPF No.2 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 3-10, 6-10 REACTIONS (size)8=0-5-8, 19=0-5-8 Max Horiz 19=169 (LC 11) Max Uplift 8=-14 (LC 13), 19=-29 (LC 12) Max Grav 8=1163 (LC 1), 19=1225 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/30, 2-3=-1477/184, 3-4=-1224/213, 4-6=-1231/206, 6-8=-1690/189, 13-14=0/120, 2-14=0/120 BOT CHORD 12-13=-41/301, 10-12=-54/1345, 9-10=-84/1396, 8-9=-151/1396 WEBS 3-12=-265/109, 3-10=-485/111, 4-10=-60/704, 6-10=-553/159, 6-9=0/270, 2-12=-53/1112, 2-19=-1602/205 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-11-0 to 7-5-8, Interior (1) 7-5-8 to 14-8-0, Exterior(2R) 14-8-0 to 24-8-0, Interior (1) 24-8-0 to 29-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8 and 19. This connection is for uplift only and does not consider lateral forces. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701837T31Roof Special 4 122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:53 Page: 1 ID:b29Se_hvesUAmBwxAASR4Dy9S22-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 712 =5x10 =3x5 =3x5 =5x8 =3x5 =4x6 =3x8 =3x5 =3x5 =4x5 =3x8 13 12 11 10 9 8 7 65 6012 67 63 5 66 4 0-11-0 -0-11-0 7-5-8 7-5-8 7-2-8 14-8-0 7-5-12 29-4-0 7-2-4 21-10-4 1-4-0 14-8-0 0-5-8 0-5-8 6-0-4 13-4-0 6-10-4 7-3-12 7-2-4 21-10-4 7-5-12 29-4-09-4-20-6-110-9-72-1-23-0-85-1-104-2-79-4-2Scale = 1:64.4 Plate Offsets (X, Y):[8:0-5-6,Edge], [31:0-1-12,0-1-0], [34:0-1-12,0-1-0] 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 0.79 Vert(LL)-0.07 9-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.52 Vert(CT)-0.17 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT)0.04 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 431 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 12-3,6-9:2x4 SPF Stud, 13-2:2x6 SPF No.2 OTHERS 2x4 SPF Stud *Except* 60-2:2x6 SPF No.2, 14-15,16-17,39-40,43-41:2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-10, 6-10 REACTIONS (size)8=0-5-8, 65=0-5-8 Max Horiz 65=169 (LC 11) Max Uplift 8=-14 (LC 13), 65=-29 (LC 12) Max Grav 8=1163 (LC 1), 65=1225 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/30, 2-3=-1477/184, 3-4=-1224/213, 4-6=-1231/206, 6-8=-1690/189, 13-60=0/120, 2-60=0/120 BOT CHORD 12-13=-41/301, 10-12=-54/1345, 9-10=-84/1396, 8-9=-151/1396 WEBS 3-12=-265/109, 3-10=-485/111, 4-10=-60/704, 6-10=-553/159, 6-9=0/270, 2-12=-53/1112, 2-65=-1602/205 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-11-0 to 7-5-8, Interior (1) 7-5-8 to 14-8-0, Exterior(2R) 14-8-0 to 24-8-0, Interior (1) 24-8-0 to 29-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Bearing at joint(s) 65 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 8 and 29 lb uplift at joint 65. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701838TSGE4Roof Special 1 122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:37:03 Page: 1 ID:QfI5gBfWPveGXK5520QNEZy9RTx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 712 =4x8 =4x5 =2x4 =3x5 =3x5 =3x5 =4x6 =3x5 =3x5 =2x4 =4x5 =4x8 1 13 12 11 2 10 93 2322 4 8 75 6 0-11-0 -0-11-0 7-2-4 21-10-4 7-2-4 14-8-0 7-5-12 29-4-0 7-5-12 7-5-12 9-7-0 19-5-8 9-10-8 9-10-8 9-10-8 29-4-09-5-20-9-79-4-2Scale = 1:64.1 Plate Offsets (X, Y):[2:0-5-6,Edge], [10:0-5-6,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL)-0.13 11-13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.73 Vert(CT)-0.30 11-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT)0.05 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 117 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 -- 2-6-0, Right 2x6 SPFNo.2 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 10=0-5-8 Max Horiz 2=164 (LC 9) Max Uplift 2=-18 (LC 12), 10=-6 (LC 13) Max Grav 2=1229 (LC 1), 10=1172 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/28, 2-4=-1687/69, 4-6=-1540/121, 6-8=-1543/121, 8-10=-1690/69 BOT CHORD 2-13=-191/1397, 11-13=0/959, 10-11=-103/1400 WEBS 6-11=-58/611, 8-11=-389/181, 6-13=-58/607, 4-13=-386/181 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-11-0 to 9-1-0, Interior (1) 9-1-0 to 14-8-0, Exterior(2R) 14-8-0 to 24-8-0, Interior (1) 24-8-0 to 29-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 10. This connection is for uplift only and does not consider lateral forces. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701839T32Common3122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:54 Page: 1 ID:obvhzr_yBvq0Zrm_ILsO03y9RQx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 712 =4x8 =4x5 =2x4 =3x5 =3x5 =3x5 =4x6 =3x5 =3x5 =2x4 =4x5 =4x8 1 13 12 11 2 10 93 2322 4 8 75 6 0-11-0 -0-11-0 7-2-4 21-10-4 7-2-4 14-8-0 7-5-12 29-4-0 7-5-12 7-5-12 9-7-0 19-5-8 9-10-8 9-10-8 9-10-8 29-4-09-5-20-9-79-4-2Scale = 1:64.1 Plate Offsets (X, Y):[2:0-5-6,Edge], [10:0-5-6,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL)-0.13 11-13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.73 Vert(CT)-0.30 11-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT)0.05 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 117 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 -- 2-6-0, Right 2x6 SPFNo.2 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 10=0-5-8 Max Horiz 2=164 (LC 9) Max Uplift 2=-18 (LC 12), 10=-6 (LC 13) Max Grav 2=1229 (LC 1), 10=1172 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/28, 2-4=-1687/69, 4-6=-1540/121, 6-8=-1543/121, 8-10=-1690/69 BOT CHORD 2-13=-191/1397, 11-13=0/959, 10-11=-103/1400 WEBS 6-11=-58/611, 8-11=-389/181, 6-13=-58/607, 4-13=-386/181 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-11-0 to 9-1-0, Interior (1) 9-1-0 to 14-8-0, Exterior(2R) 14-8-0 to 24-8-0, Interior (1) 24-8-0 to 29-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 10. This connection is for uplift only and does not consider lateral forces. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701840T33Common1122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:54 Page: 1 ID:obvhzr_yBvq0Zrm_ILsO03y9RQx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7 12 =2x4 =3x5 =2x4 1 3 2 0-5-15 3-6-1 1-3-2 3-0-2 1-9-1 1-9-1 3-6-11-0-80-0-40-8-13Scale = 1:22.2 Plate Offsets (X, Y):[2:0-2-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 7 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (size)1=3-6-1, 3=3-6-1 Max Horiz 1=-16 (LC 10) Max Uplift 1=-1 (LC 12), 3=-1 (LC 13) Max Grav 1=140 (LC 1), 3=140 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-218/58, 2-3=-218/58 BOT CHORD 1-3=-40/183 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 1 and 1 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701841V10Valley1122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:37:05 Page: 1 ID:2Jy5sw5b3fzl8DyjKkXVuyy9RQo-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 712 =3x6 =4x5 =3x5 =4x5 =3x5 =3x5 =4x5 =3x6 271 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 262 253244 235 226 217 208 199 10 18 1711 12 16 13 15 14 0-11-0 -0-11-0 0-11-0 30-3-0 14-8-0 14-8-0 14-8-0 29-4-0 29-4-09-5-20-9-79-4-2Scale = 1:59.8 Plate Offsets (X, Y):[26:Edge,0-3-11] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT)0.01 26 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 384 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 39-14,40-13,41-12,42-11,43-10,37-15,36-16, 35-17,34-18:2x4 SPF No.2 SLIDER Left 2x4 SPF Stud -- 1-5-7, Right 2x4 SPF Stud -- 1-5-7 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. WEBS 1 Row at midpt 14-39, 13-40, 15-37 REACTIONS (size)2=29-4-0, 26=29-4-0, 28=29-4-0, 29=29-4-0, 30=29-4-0, 31=29-4-0, 32=29-4-0, 33=29-4-0, 34=29-4-0, 35=29-4-0, 36=29-4-0, 37=29-4-0, 39=29-4-0, 40=29-4-0, 41=29-4-0, 42=29-4-0, 43=29-4-0, 44=29-4-0, 45=29-4-0, 46=29-4-0, 47=29-4-0, 48=29-4-0, 49=29-4-0, 50=29-4-0, 54=29-4-0 Max Horiz 2=167 (LC 11), 50=167 (LC 11) Max Uplift 2=-60 (LC 8), 26=-8 (LC 9), 28=-61 (LC 13), 29=-15 (LC 13), 30=-20 (LC 13), 31=-19 (LC 13), 32=-20 (LC 13), 33=-19 (LC 13), 34=-20 (LC 13), 35=-19 (LC 13), 36=-26 (LC 13), 37=-2 (LC 13), 40=-7 (LC 12), 41=-24 (LC 12), 42=-19 (LC 12), 43=-20 (LC 12), 44=-19 (LC 12), 45=-20 (LC 12), 46=-19 (LC 12), 47=-21 (LC 12), 48=-13 (LC 12), 49=-77 (LC 12), 50=-60 (LC 8), 54=-8 (LC 9) Max Grav 2=168 (LC 20), 26=129 (LC 22), 28=112 (LC 20), 29=109 (LC 1), 30=107 (LC 20), 31=107 (LC 20), 32=108 (LC 20), 33=106 (LC 20), 34=108 (LC 20), 35=107 (LC 20), 36=109 (LC 20), 37=109 (LC 26), 39=139 (LC 22), 40=112 (LC 19), 41=108 (LC 25), 42=107 (LC 19), 43=108 (LC 19), 44=106 (LC 19), 45=108 (LC 19), 46=107 (LC 19), 47=108 (LC 19), 48=109 (LC 1), 49=129 (LC 19), 50=168 (LC 20), 54=129 (LC 22) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/28, 2-3=-46/53, 3-5=-128/117, 5-6=-115/108, 6-7=-104/99, 7-8=-97/93, 8-9=-89/91, 9-10=-82/106, 10-11=-75/121, 11-12=-78/135, 12-13=-94/152, 13-14=-103/167, 14-15=-103/167, 15-16=-94/151, 16-17=-78/124, 17-18=-64/100, 18-19=-49/75, 19-20=-36/50, 20-21=-41/33, 21-22=-46/34, 22-23=-56/43, 23-25=-81/52, 25-26=-31/37, 26-27=0/28 BOT CHORD 2-49=-55/114, 48-49=-55/114, 47-48=-55/114, 46-47=-55/114, 45-46=-55/114, 44-45=-55/114, 43-44=-55/114, 42-43=-55/114, 41-42=-55/114,40-41=-55/114, 39-40=-55/114,37-39=-55/114, 36-37=-55/114,35-36=-55/114, 34-35=-55/114,33-34=-55/114, 32-33=-55/114,31-32=-55/114, 30-31=-55/114, 29-30=-55/114, 28-29=-55/114, 26-28=-55/114 WEBS 14-39=-125/53, 13-40=-85/23, 12-41=-81/40, 11-42=-80/35, 10-43=-81/36, 9-44=-80/35, 8-45=-81/35, 7-46=-81/35, 6-47=-80/35, 5-48=-82/34, 3-49=-93/75, 15-37=-83/18, 16-36=-82/42, 17-35=-80/35, 18-34=-81/36, 19-33=-80/35, 20-32=-81/35, 21-31=-81/35, 22-30=-80/35, 23-29=-82/34, 25-28=-80/63 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -0-11-0 to 9-4-0, Exterior(2N) 9-4-0 to 14-8-0, Corner(3R) 14-8-0 to 24-8-0, Exterior(2N) 24-8-0 to 30-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701842TGE5Common Supported Gable 1 122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:37:00 Page: 1 ID:5xqKRE3LX2j1vwpKCJU1pXy9RQq-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint 2, 8 lb uplift at joint 26, 7 lb uplift at joint 40, 24 lb uplift at joint 41, 19 lb uplift at joint 42, 20 lb uplift at joint 43, 19 lb uplift at joint 44, 20 lb uplift at joint 45, 19 lb uplift at joint 46, 21 lb uplift at joint 47, 13 lb uplift at joint 48, 77 lb uplift at joint 49, 2 lb uplift at joint 37, 26 lb uplift at joint 36, 19 lb uplift at joint 35, 20 lb uplift at joint 34, 19 lb uplift at joint 33, 20 lb uplift at joint 32, 19 lb uplift at joint 31, 20 lb uplift at joint 30, 15 lb uplift at joint 29, 61 lb uplift at joint 28, 60 lb uplift at joint 2 and 8 lb uplift at joint 26. 9)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701842TGE5Common Supported Gable 1 122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:37:00 Page: 2 ID:5xqKRE3LX2j1vwpKCJU1pXy9RQq-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. 712 =4x8 =4x5 =2x4 =3x5 =3x5 =3x5 =4x6 =3x5 =3x5 =2x4 =4x5 =4x8 111 14 13 12 102 93 2423 84 5 7 6 0-11-0 -0-11-0 0-11-0 30-3-0 7-2-4 14-8-0 7-2-4 21-10-4 7-5-12 7-5-12 7-5-12 29-4-0 9-7-0 19-5-8 9-10-8 29-4-0 9-10-8 9-10-89-5-20-9-79-4-2Scale = 1:64.1 Plate Offsets (X, Y):[2:0-5-6,Edge], [10:0-5-6,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL)-0.13 12-14 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.73 Vert(CT)-0.30 12-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT)0.05 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 118 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 -- 2-6-0, Right 2x6 SPFNo.2 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 10=0-5-8 Max Horiz 2=167 (LC 11) Max Uplift 2=-18 (LC 12), 10=-18 (LC 13) Max Grav 2=1228 (LC 1), 10=1228 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/28, 2-4=-1686/69, 4-6=-1539/121, 6-8=-1539/121, 8-10=-1686/69, 10-11=0/28 BOT CHORD 2-14=-185/1395, 12-14=0/958, 10-12=-89/1395 WEBS 6-12=-58/607, 8-12=-386/181, 6-14=-58/607, 4-14=-386/181 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-11-0 to 9-1-0, Interior (1) 9-1-0 to 14-8-0, Exterior(2R) 14-8-0 to 24-8-0, Interior (1) 24-8-0 to 30-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 10. This connection is for uplift only and does not consider lateral forces. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701843T35Common2122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:54 Page: 1 ID:HnT3BB?ayCztB?LBs2NdZGy9RQw-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 712 =3x5 =2x4 =2x4 =4x5 =2x4 =2x4 =2x4 =3x5 1 9 8 7 6 5 2 4 3 6-8-0 14-4-12 7-8-12 7-8-12 14-4-124-6-60-0-40-7-11Scale = 1:35.7 Plate Offsets (X, Y):[6:0-3-4,0-1-8] 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 0.18 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horiz(TL)0.00 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 43 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)1=14-4-12, 6=14-4-12, 7=14-4-12, 8=14-4-12, 9=14-4-12 Max Horiz 1=84 (LC 9) Max Uplift 1=-2 (LC 13), 7=-68 (LC 13), 9=-67 (LC 12) Max Grav 1=115 (LC 20), 6=62 (LC 26), 7=316 (LC 20), 8=297 (LC 1), 9=365 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-170/103, 2-3=-84/86, 3-4=-72/77, 4-5=-31/55, 5-6=-46/7 BOT CHORD 1-9=-24/144, 8-9=-24/26, 7-8=-24/26, 6-7=-24/26 WEBS 3-8=-221/2, 2-9=-264/106, 4-7=-241/107 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 1, 67 lb uplift at joint 9 and 68 lb uplift at joint 7. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701844V30Valley1122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:37:07 Page: 1 ID:wnYtSwjHZXZmQh053uNYE0y9RJX-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 812 812 =5x10 =5x6 =2x4 =3x8 =6x8 =2x4 =2x4 =4x8 =3x8 =3x6 711 10 8 1 6 2 9 53 4 0-4-0 17-3-8 4-1-4 16-11-8 4-5-10 4-5-10 4-2-2 8-7-12 4-2-8 12-10-4 0-3-8 17-3-8 0-2-4 17-0-0 4-4-4 13-0-0 3-9-12 16-9-12 8-7-12 8-7-129-9-121-2-02-8-00-3-80-3-81-2-81-6-08-3-129-9-12Scale = 1:65.4 Plate Offsets (X, Y):[4:0-1-8,Edge], [6:0-3-7,Edge], [9:0-2-0,0-2-8] 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 0.59 Vert(LL)-0.10 11-14 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.43 Vert(CT)-0.19 11-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT)0.09 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 102 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-7:2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 11-9,8-6,9-6:2x4 SPFStud SLIDER Left 2x8 SP 2400F 2.0E -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:6-0-0 oc bracing: 7-8. REACTIONS (size)1=0-3-8, 7=0-3-8 Max Horiz 1=176 (LC 11) Max Grav 1=686 (LC 1), 7=670 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-605/62, 3-4=-554/109, 4-5=-1313/188, 5-6=-1346/52, 6-8=-725/45 BOT CHORD 1-11=-137/478, 10-11=-3/22, 9-10=0/40, 5-9=-259/210, 8-9=-29/212, 7-8=-371/7 WEBS 3-11=-203/152, 4-11=-70/195, 9-11=0/392, 4-9=-92/1017, 6-9=0/786 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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 Gaddy Res-Roof Trusses I56701845T7Roof Special 1 122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:49 Page: 1 ID:JsmAvmVvzUuASMNWIlc4nazlIB7-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 712 =3x6 =3x5 =4x5 =2x4 1 5 2 3 4 0-11-0 -0-11-0 0-1-8 2-1-8 2-0-0 2-0-0 0-1-8 2-1-8 2-0-0 2-0-02-0-70-9-71-3-141-9-80-3-81-7-61-7-60-4-11-11-7Scale = 1:30.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.12 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 0.00 Horz(CT)n/a -n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 SLIDER Left 2x4 SPF Stud -- 1-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)4= Mechanical, 5=0-1-8 Max Horiz 4=173 (LC 1), 5=-173 (LC 1) Max Uplift 5=-20 (LC 12) Max Grav 5=207 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/28, 2-4=-181/232, 4-5=-173/143 BOT CHORD 2-5=-173/203 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 20 lb uplift at joint 5.7)Non Standard bearing condition. Review required. 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)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 Gaddy Res-Roof Trusses I56701846T9Monopitch31122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:50 Page: 1 ID:1yAus3Ye?wVIUSRy2SdRACzkIus-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =4x8 =3x6 =4x8 =8x12 =4x6 =4x8 =3x6 =4x8 =3x6 9119 18 17 16 13 12 11 10 821514 73 21 4 6 5 0-11-0 -0-11-0 0-11-0 16-3-0 1-1-12 8-9-12 1-1-12 7-8-0 2-7-12 15-4-0 2-7-12 2-7-12 3-10-8 6-6-4 3-10-8 12-8-4 1-0-0 8-2-0 0-6-0 8-8-0 0-6-0 7-2-0 2-7-12 15-4-0 2-7-12 2-7-12 4-0-4 6-8-0 4-0-4 12-8-48-11-151-2-01-0-08-10-0Scale = 1:65.4 Plate Offsets (X, Y):[11:0-2-0,0-0-4], [14:0-2-12,0-2-0], [15:0-2-12,0-2-0], [18:0-2-0,0-0-4], [21:0-5-12,0-2-12] 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 0.14 Vert(LL)-0.01 11-12 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(CT)-0.01 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT)0.00 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 244 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 15-5,14-5:2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 20-21:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19,10-11. 10-0-0 oc bracing: 15-17, 12-14 REACTIONS (size)10=2-9-8, 11=2-9-8, 18=2-9-8, 19=2-9-8 Max Horiz 19=-184 (LC 10) Max Uplift 10=-39 (LC 9), 11=-82 (LC 13), 18=-108 (LC 12), 19=-92 (LC 8) Max Grav 10=130 (LC 19), 11=570 (LC 20), 18=613 (LC 19), 19=173 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/45, 2-3=-124/162, 3-4=-315/47, 4-5=-271/148, 5-6=-271/145, 6-7=-315/58, 7-8=-81/119, 8-9=0/45, 2-19=-162/97, 8-10=-120/45 BOT CHORD 18-19=-170/162, 17-18=0/30, 16-17=0/0,14-15=-41/190, 12-13=0/0, 11-12=0/30,10-11=-20/20, 15-17=0/105, 4-15=-185/139,12-14=0/105, 6-14=-185/129 WEBS 8-11=-75/97, 3-18=-509/102, 2-18=-114/117, 7-11=-484/68, 15-21=-114/172, 5-21=-203/336, 14-21=-96/171, 15-18=-82/78, 3-15=0/176, 11-14=-89/84, 7-14=0/175 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701847TSGE1Roof Special Structural Gable 1 122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:37:01 Page: 1 ID:5xqKRE3LX2j1vwpKCJU1pXy9RQq-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f One H2.5A Simpson Strong-Tie connectorsrecommended to connect truss to bearing walls due toUPLIFT at jt(s) 19, 10, 11, and 18. This connection is foruplift only and does not consider lateral forces. N/A February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =2x4 =4x5 =3x8 =2x4 =5x6 =5x10 91 10 82 73 64 5 0-11-0 -0-11-0 0-11-0 16-3-0 3-7-14 7-8-0 3-7-14 11-3-14 4-0-2 4-0-2 4-0-2 15-4-0 7-8-0 7-8-0 7-8-0 15-4-08-11-151-2-08-10-0Scale = 1:57.1 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)-0.04 10-17 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.37 Vert(CT)-0.09 10-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT)0.01 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS 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 -- 2-6-0, Right 2x8SP 2400F 2.0E -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 8=0-3-8 Max Horiz 2=-158 (LC 10) Max Grav 2=668 (LC 1), 8=668 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-4=-582/74, 4-5=-488/122, 5-6=-488/132, 6-8=-582/88, 8-9=0/39 BOT CHORD 2-10=-102/420, 8-10=-25/373 WEBS 5-10=-106/394, 4-10=-169/141, 6-10=-169/138 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)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 Gaddy Res-Roof Trusses I56701848T2Common11122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:47 Page: 1 ID:O0DYLpx4u_SSiN2PdCJhPQy9RR_-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =2x4 =4x5 =3x8 =2x4 =5x6 =5x10 1 9 82 73 64 5 0-11-0 -0-11-0 3-7-14 7-8-0 3-7-14 11-3-14 4-0-2 4-0-2 4-0-2 15-4-0 7-8-0 7-8-0 7-8-0 15-4-08-11-151-2-08-10-0Scale = 1:57.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL)-0.04 9-12 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.37 Vert(CT)-0.09 9-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT)0.01 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 82 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 -- 2-6-0, Right 2x8SP 2400F 2.0E -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 8=0-3-8 Max Horiz 2=152 (LC 11) Max Grav 2=670 (LC 1), 8=612 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-4=-585/73, 4-5=-491/122, 5-6=-491/132, 6-8=-585/88 BOT CHORD 2-9=-112/413, 8-9=-42/378 WEBS 5-9=-106/395, 4-9=-168/141, 6-9=-173/137 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)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 Gaddy Res-Roof Trusses I56701849T3Common9122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:47 Page: 1 ID:sCnwY9yifHaIJXdcBwqwxey9RQz-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =2x4 =4x5 =3x8 =2x4 =4x5 =3x10 1 9 82 73 64 5 0-11-0 -0-11-0 3-7-14 7-8-0 3-10-1 15-6-4 4-0-3 11-8-3 4-0-2 4-0-2 7-8-0 7-8-0 7-10-4 15-6-48-11-151-2-00-11-128-10-0Scale = 1:57.1 Plate Offsets (X, Y):[8:0-6-13,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 0.16 Vert(LL)-0.05 9-12 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.39 Vert(CT)-0.10 9-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT)0.01 2 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 79 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 -- 2-6-0, Right 2x6SPF No.2 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 8= Mechanical Max Horiz 2=154 (LC 11) Max Grav 2=677 (LC 1), 8=619 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-4=-595/71, 4-5=-500/119, 5-6=-513/125, 6-8=-549/87 BOT CHORD 2-9=-109/420, 8-9=-51/407 WEBS 5-9=-96/405, 4-9=-166/139, 6-9=-188/138 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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 Gaddy Res-Roof Trusses I56701850T4Common2122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:47 Page: 1 ID:tcuLy9Aahqc89tsHFslmjvy9h3I-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =2x4 =4x5 =3x8 =2x4 =4x5 =3x10 1 9 82 73 64 5 0-11-0 -0-11-0 3-7-14 7-8-0 3-10-1 15-6-4 4-0-3 11-8-3 4-0-2 4-0-2 7-8-0 7-8-0 7-10-4 15-6-48-11-151-2-00-11-128-10-0Scale = 1:57.1 Plate Offsets (X, Y):[8:0-6-13,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 0.16 Vert(LL)-0.05 9-12 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.39 Vert(CT)-0.10 9-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT)0.01 2 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 79 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 -- 2-6-0, Right 2x6SPF No.2 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 8=0-3-8 Max Horiz 2=154 (LC 11) Max Grav 2=677 (LC 1), 8=619 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-4=-595/71, 4-5=-500/119, 5-6=-513/125, 6-8=-549/87 BOT CHORD 2-9=-109/420, 8-9=-51/407 WEBS 5-9=-96/405, 4-9=-166/139, 6-9=-188/138 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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 Gaddy Res-Roof Trusses I56701851T4ACommon5122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:48 Page: 1 ID:tcuLy9Aahqc89tsHFslmjvy9h3I-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =4x5 15128 27 26 25 24 23 22 21 20 19 18 17 16 142 3 13 4 12 5 11 6 10 7 9 8 0-11-0 16-3-0 0-11-0 -0-11-0 7-8-0 7-8-0 7-8-0 15-4-0 15-4-08-11-151-2-08-10-0Scale = 1:52.3 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 0.15 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 0.12 Horz(CT)0.00 16 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MR Weight: 205 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*22-8,23-7,24-6,21-9,20-10:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-22 REACTIONS (size)16=15-4-0, 17=15-4-0, 18=15-4-0, 19=15-4-0, 20=15-4-0, 21=15-4-0, 22=15-4-0, 23=15-4-0, 24=15-4-0, 25=15-4-0, 26=15-4-0, 27=15-4-0, 28=15-4-0 Max Horiz 28=-184 (LC 10) Max Uplift 16=-117 (LC 9), 17=-144 (LC 13), 18=-32 (LC 13), 19=-46 (LC 13), 20=-54 (LC 13), 21=-20 (LC 13), 23=-21 (LC 12), 24=-54 (LC 12), 25=-46 (LC 12), 26=-31 (LC 12), 27=-153 (LC 12), 28=-145 (LC 8) Max Grav 16=200 (LC 19), 17=165 (LC 11), 18=113 (LC 26), 19=114 (LC 20), 20=115 (LC 20), 21=117 (LC 20), 22=228 (LC 13), 23=119 (LC 19), 24=114 (LC 19), 25=115 (LC 19), 26=113 (LC 25), 27=183 (LC 10), 28=222 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-28=-168/102, 1-2=0/45, 2-3=-151/140, 3-4=-93/96, 4-5=-82/121, 5-6=-73/184, 6-7=-109/271, 7-8=-127/316, 8-9=-127/316, 9-10=-109/271, 10-11=-73/182, 11-12=-63/107, 12-13=-76/80, 13-14=-128/116, 14-15=0/45, 14-16=-152/83 BOT CHORD 27-28=-90/111, 26-27=-90/111, 25-26=-90/111, 24-25=-90/111, 23-24=-90/111, 22-23=-90/111, 21-22=-90/111, 20-21=-90/111, 19-20=-90/111, 18-19=-90/111, 17-18=-90/111, 16-17=-90/111 WEBS 8-22=-371/118, 7-23=-92/47, 6-24=-88/111, 5-25=-86/89, 4-26=-89/95, 3-27=-90/97, 9-21=-90/51, 10-20=-89/111, 11-19=-86/89, 12-18=-90/94, 13-17=-81/107 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 lb uplift at joint 28, 117 lb uplift at joint 16, 21 lb uplift at joint 23, 54 lb uplift at joint 24, 46 lb uplift at joint 25, 31 lb uplift at joint 26, 153 lb uplift at joint 27, 20 lb uplift at joint 21, 54 lb uplift at joint 20, 46 lb uplift at joint 19, 32 lb uplift at joint 18 and 144 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 Gaddy Res-Roof Trusses I56701852TGE1Common Supported Gable 1 122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:58 Page: 1 ID:DAapct0rUqDbQIVZzTQ5ehy9RQu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 712 712=2x4 =6x8 =6x8 =3x5 =4x5 =3x5 =4x6 =3x5 =3x5 =3x5 =4x5 =3x8 =3x5 =3x5 =3x5 =2x4 LUS26 LUS26 17 1 2 16 1514 1813 19 12 11 10 3 4 95 86 7 0-11-0 -0-11-0 2-3-13 2-3-13 4-2-14 6-6-11 4-4-10 10-11-5 4-4-10 15-3-15 4-7-9 19-11-8 3-3-0 23-2-8 0-5-8 0-5-8 1-8-9 2-2-1 3-3-0 23-2-8 4-4-10 15-3-15 4-4-10 10-11-5 4-4-10 6-6-11 4-7-9 19-11-89-9-120-9-74-1-109-8-121-0-0Scale = 1:69 Plate Offsets (X, Y):[2:0-2-5,0-3-0] 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 0.24 Vert(LL)-0.06 15-16 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.55 Vert(CT)-0.13 15-16 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(CT)0.08 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 267 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-10:2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 13-4,6-13,12-6,12-7,12-8,8-11:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or5-11-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)10=0-3-8, 17=0-5-8 Max Horiz 17=217 (LC 26) Max Grav 10=1504 (LC 1), 17=1592 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-17=-1605/0, 1-2=0/32, 2-3=-4318/0, 3-4=-2934/0, 4-6=-2446/0, 6-7=-1384/0, 7-8=-1389/0, 8-9=-926/0, 9-10=-1454/0 BOT CHORD 16-17=-202/330, 15-16=0/3514, 13-15=0/2528, 12-13=0/2051, 11-12=0/769, 10-11=-35/33 WEBS 2-16=0/3539, 3-16=0/865, 3-15=-1064/104, 4-15=0/327, 4-13=-582/75, 6-13=0/1479, 6-12=-1513/0, 7-12=0/1065, 8-12=0/613, 8-11=-922/0, 9-11=0/1206 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: 2x4 - 1 row at 0-9-0 oc, 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)All plates are 3x5 MT20 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)Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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)Use Simpson Strong-Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 10-4-12 from the left end to 12-4-12 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: 1-2=-60, 2-7=-60, 7-9=-60, 16-17=-20, 10-16=-20 Concentrated Loads (lb) Vert: 18=-599 (B), 19=-599 (B) Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701853TG2Roof Special Girder 1 222120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:57 Page: 1 ID:3P37UhyXXKk0stcSiN2QdAy9SFv-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 712 712=5x8 =10x12 =5x8 =3x5 =3x8 =5x8 =2x4 =3x5 =3x5 =4x8 =4x8 =5x6 =2x416 1 2 11 10 9 15 14 3 13 12 17 4 85 6 7 0-11-0 -0-11-0 1-3-8 8-1-3 2-4-13 2-4-13 4-4-14 6-9-11 7-2-12 15-3-15 7-10-9 23-2-8 0-5-8 0-5-8 1-0-0 7-11-7 1-8-9 2-2-1 4-9-6 6-11-7 7-6-4 15-5-11 7-8-13 23-2-89-9-120-9-74-1-101-0-09-8-121-0-01-0-01-0-02-0-0Scale = 1:72.9 Plate Offsets (X, Y):[8:0-3-0,0-1-8], [12:0-2-8,0-2-8], [13:0-6-0,0-3-4], [15:0-3-4,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 0.84 Vert(LL)-0.11 5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.58 Vert(CT)-0.25 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT)0.14 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 126 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-4,5-11:2x4 SPF Stud WEBS 2x4 SPF Stud *Except* 15-3:2x6 SPF No.2,10-12,12-7,10-7,10-8:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-10 REACTIONS (size)9=0-3-8, 16=0-5-8 Max Horiz 16=218 (LC 9) Max Uplift 16=-25 (LC 12) Max Grav 9=915 (LC 1), 16=982 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-16=-974/101, 1-2=0/32, 2-3=-2538/254, 3-4=-2061/143, 4-5=-1730/128, 5-7=-1874/261, 7-8=-792/83, 8-9=-851/66 BOT CHORD 15-16=-229/266, 14-15=-11/215, 13-14=0/112, 4-13=-39/468, 12-13=-229/1773, 11-12=0/130, 5-12=-414/192, 10-11=0/161, 9-10=-34/66 WEBS 2-15=-188/2092, 3-15=-23/178, 13-15=-373/2062, 4-12=-470/40, 10-12=-63/451, 7-12=-240/1368, 7-10=-175/120, 8-10=-12/609, 3-13=-461/160 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-11-0 to 9-1-0, Interior (1) 9-1-0 to 15-3-15, Exterior(2E) 15-3-15 to 23-0-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 16 and 9. This connection is for uplift only and does not consider lateral forces. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701854T37Roof Special 1 122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:55 Page: 1 ID:WzQ3Hoe1eKhmVRQnqLq6qBy9Ryx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 712 712=5x8 =6x8 =3x5 =4x5 =3x5 =3x5 =3x5 =4x6 =3x8 =5x6 =3x513 1 2 12 11 10 9 8 3 14 7 4 5 6 0-11-0 -0-11-0 2-3-13 2-3-13 6-5-3 8-9-0 6-6-15 15-3-15 7-10-9 23-2-8 0-5-8 0-5-8 1-8-9 2-2-1 6-6-15 15-3-15 6-6-15 8-9-0 7-10-9 23-2-89-9-120-9-74-1-109-8-121-0-0Scale = 1:72.8 Plate Offsets (X, Y):[7:0-3-0,0-1-8], [12:0-3-8,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL)-0.11 8-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.70 Vert(CT)-0.23 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT)0.12 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 107 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 9-7,9-6,9-4,11-3:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied,except end verticals. BOT CHORD Rigid ceiling directly applied or 9-5-12 oc bracing. REACTIONS (size)8=0-3-8, 13=0-5-8 Max Horiz 13=218 (LC 9) Max Uplift 13=-25 (LC 12) Max Grav 8=915 (LC 1), 13=982 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-13=-965/92, 1-2=0/32, 2-3=-2648/268, 3-4=-1408/64, 4-6=-787/73, 6-7=-796/86, 7-8=-843/70 BOT CHORD 12-13=-226/247, 11-12=-382/2255, 9-11=-144/1160, 8-9=-33/69 WEBS 2-12=-214/2242, 3-12=-89/626, 7-9=-16/602, 6-9=0/386, 4-9=-703/140, 4-11=0/372, 3-11=-1104/245 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-11-0 to 9-1-0, Interior (1) 9-1-0 to 15-3-15, Exterior(2E) 15-3-15 to 23-0-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13 and 8. This connection is for uplift only and does not consider lateral forces. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701855T36Roof Special 17 122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:55 Page: 1 ID:WzQ3Hoe1eKhmVRQnqLq6qBy9Ryx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 712 =3x5 =3x5 =4x5 =3x5 1 7 13 12 11 10 9 8 62 53 4 0-5-15 20-5-5 9-8-11 19-11-6 10-2-10 10-2-10 20-5-55-11-130-0-45-8-1Scale = 1:45.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horiz(TL)0.00 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 64 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 10-4:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=20-5-5, 7=20-5-5, 8=20-5-5, 9=20-5-5, 10=20-5-5, 11=20-5-5, 13=20-5-5 Max Horiz 1=107 (LC 11) Max Uplift 1=-14 (LC 8), 8=-37 (LC 13), 9=-69 (LC 13), 11=-69 (LC 12), 13=-38 (LC 12) Max Grav 1=77 (LC 20), 7=62 (LC 1), 8=278 (LC 1), 9=350 (LC 26), 10=267 (LC 1), 11=350 (LC 25), 13=278 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-104/89, 2-3=-113/78, 3-4=-103/107, 4-5=-92/94, 5-6=-81/49, 6-7=-75/47 BOT CHORD 1-13=-30/79, 11-13=-30/66, 10-11=-30/66, 9-10=-30/66, 8-9=-30/66, 7-8=-30/66 WEBS 4-10=-188/0, 3-11=-267/118, 2-13=-207/87, 5-9=-267/118, 6-8=-207/86 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 1, 69 lb uplift at joint 11, 38 lb uplift at joint 13, 69 lb uplift at joint 9 and 37 lb uplift at joint 8. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701856V40Valley1122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:37:08 Page: 1 ID:_i3rHc6sbHDSNX66R9ZzzNy9RQm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 712 =3x5 =2x4 =2x4 =4x5 =2x4 =2x4 =2x4 =3x5 1 5 8 7 6 42 3 0-5-15 13-7-0 6-3-9 13-1-1 6-9-8 6-9-8 13-7-03-11-130-0-43-8-1Scale = 1:34.5 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 0.17 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horiz(TL)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 38 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 6-0-0 oc bracing. REACTIONS (size)1=13-7-0, 5=13-7-0, 6=13-7-0, 7=13-7-0, 8=13-7-0 Max Horiz 1=-70 (LC 10) Max Uplift 1=-3 (LC 13), 6=-58 (LC 13), 8=-59 (LC 12) Max Grav 1=81 (LC 20), 5=79 (LC 1), 6=323 (LC 26), 7=294 (LC 1), 8=323 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-111/77, 2-3=-81/72, 3-4=-75/65, 4-5=-99/56 BOT CHORD 1-8=-25/93, 7-8=-25/39, 6-7=-25/39, 5-6=-25/77 WEBS 3-7=-213/8, 2-8=-246/102, 4-6=-246/102 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 1, 59 lb uplift at joint 8 and 58 lb uplift at joint 6. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701857V41Valley1122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:37:08 Page: 1 ID:_i3rHc6sbHDSNX66R9ZzzNy9RQm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 712 =2x4 =4x5 =2x4 =2x4 1 3 4 2 0-5-15 6-8-11 2-10-7 6-2-12 3-4-6 3-4-6 6-8-111-11-130-0-41-8-1Scale = 1:24.9 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 0.12 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 17 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 6-8-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)1=6-8-11, 3=6-8-11, 4=6-8-11 Max Horiz 1=33 (LC 9) Max Uplift 1=-2 (LC 12), 3=-7 (LC 13), 4=-2 (LC 12) Max Grav 1=73 (LC 25), 3=73 (LC 26), 4=432 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-75/180, 2-3=-75/180 BOT CHORD 1-4=-131/77, 3-4=-131/77 WEBS 2-4=-291/93 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 1, 7 lb uplift at joint 3 and 2 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701858V42Valley1122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:37:09 Page: 1 ID:_i3rHc6sbHDSNX66R9ZzzNy9RQm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =4x5 =4x5 =3x6 =3x5 =4x5 =3x8 =4x8 =3x5 =3x6 =4x5 =4x5 8119 18 17 16 15 14 13 12 1110 9 72 63 57 59 4 58 5 0-11-0 25-11-0 0-11-0 -0-11-0 5-4-0 15-2-0 4-9-4 9-10-0 4-9-4 19-11-4 5-0-12 25-0-0 5-0-12 5-0-12 1-7-0 6-7-12 1-7-0 19-11-4 3-4-0 18-4-4 3-4-0 9-11-12 5-0-8 15-0-4 5-0-12 5-0-12 5-0-12 25-0-011-1-151-2-011-0-0Scale = 1:72.4 Plate Offsets (X, Y):[2:0-2-0,0-1-12], [4:0-3-4,0-1-12], [5:0-6-4,0-1-12], [7:0-2-0,0-1-12] 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 0.35 Vert(LL)-0.02 13-14 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.17 Vert(CT)-0.03 13-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT)0.01 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 491 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 19-2,18-2,9-7,10-7:2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 20-21,22-20,23-24,26-27,41-42,45-43:2x4 SPF No.2 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-14, 5-13 REACTIONS (size)9=6-9-8, 10=6-9-8, 11=6-9-8, 12=0-3-8, 16=0-3-8, 17=6-9-8, 18=6-9-8, 19=6-9-8 Max Horiz 19=-224 (LC 10) Max Uplift 10=-10 (LC 13), 11=-187 (LC 3), 17=-184 (LC 3), 18=-26 (LC 12) Max Grav 9=361 (LC 1), 10=710 (LC 1), 11=-49 (LC 13), 12=136 (LC 3), 16=134 (LC 3), 17=-47 (LC 12), 18=725 (LC 1), 19=354 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/45, 2-3=-244/65, 3-4=-433/130, 4-5=-226/135, 5-6=-436/134, 6-7=-253/46, 7-8=0/45, 2-19=-310/40, 7-9=-317/49 BOT CHORD 18-19=-209/272, 17-18=-117/185,16-17=-117/185, 14-16=-117/185,13-14=-29/260, 12-13=-32/128,11-12=-32/128, 10-11=-32/128, 9-10=-41/90 WEBS 3-14=-5/207, 4-14=-84/73, 5-14=-66/70, 5-13=-69/78, 6-13=-15/206, 2-18=-101/140, 7-10=-88/132, 3-18=-589/81, 6-10=-576/67 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-11-0 to 9-1-0, Interior (1) 9-1-0 to 9-10-0, Exterior(2E) 9-10-0 to 25-11-0 zone; cantilever left and right exposed ; end vertical left andright exposed;C-C for members and forces & MWFRSfor reactions shown; Lumber DOL=1.60 plate gripDOL=1.60 3) 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)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 Gaddy Res-Roof Trusses I56701859TSGE5Piggyback Base Structural Gable 1 122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:37:03 Page: 1 ID:k4KSQrZZky5d0sKVxGGynOy9RSm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 19, 18, 10, 17, and 11. This connection is for uplift only and does not consider lateral forces. N/A February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =4x5 =3x6 =3x5 =4x5 =3x8 =4x8 =3x5 =3x6 =4x5 =4x5 =2x4 1 815 14 13 12 11 10 9 72 63 1816 4 17 5 0-11-0 -0-11-0 0-11-0 25-11-0 5-4-0 15-2-0 4-9-4 9-10-0 4-9-4 19-11-4 5-0-12 25-0-0 5-0-12 5-0-12 4-11-0 9-11-12 4-11-0 19-11-4 5-0-8 15-0-4 5-0-12 5-0-12 5-0-12 25-0-011-1-151-2-011-0-0Scale = 1:72.2 Plate Offsets (X, Y):[2:0-2-0,0-1-8], [4:0-3-4,0-1-12], [5:0-6-4,0-1-12], [7:0-2-0,0-1-8] 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 0.36 Vert(LL)-0.02 10-11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.25 Vert(CT)-0.05 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT)0.02 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 149 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 15-2,14-2,9-7,10-7:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or5-6-4 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS (size)9=0-3-8, 15=0-3-8 Max Horiz 15=-224 (LC 10) Max Uplift 9=-5 (LC 13), 15=-5 (LC 12) Max Grav 9=1052 (LC 1), 15=1052 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/45, 2-3=-1069/63, 3-4=-890/146, 4-5=-552/147, 5-6=-889/146, 6-7=-1069/62, 7-8=0/45, 2-15=-1004/55, 7-9=-1004/66 BOT CHORD 14-15=-208/283, 12-14=-54/704, 11-12=0/552, 10-11=0/684, 9-10=-42/108 WEBS 3-12=-257/147, 4-12=-36/320, 5-12=-90/91, 5-11=-53/319, 6-11=-257/147, 3-14=-15/119, 2-14=0/586, 6-10=-14/120, 7-10=0/586 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-11-0 to 9-1-0, Interior (1) 9-1-0 to 9-10-0, Exterior(2E) 9-10-0 to 25-11-0 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)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 15 and 9. This connection is for uplift only and does not consider lateral forces. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701860T40Piggyback Base 17 122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:55 Page: 1 ID:w5BbiI867uTAdrGUZZbR2oy9RQk-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =4x5 =3x6 =3x5 =4x5 =3x8 =4x8 =3x5 =3x6 =4x5 =4x5 =2x4 714 13 12 11 10 9 8 1 6 2 5 16 3 15 4 0-11-0 26-1-0 5-4-0 15-4-0 5-1-12 5-1-12 4-9-4 20-1-4 4-10-4 10-0-0 5-0-12 25-2-0 4-11-0 20-1-4 5-0-0 10-1-12 5-0-8 15-2-4 5-0-12 25-2-0 5-1-12 5-1-1211-1-151-0-01-2-011-0-0Scale = 1:72.2 Plate Offsets (X, Y):[1:0-3-7,Edge], [3:0-3-4,0-1-12], [4:0-6-4,0-1-12], [6:0-2-0,0-1-8] 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 0.36 Vert(LL)-0.02 10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.25 Vert(CT)-0.05 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT)0.02 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 148 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 14-1,13-1,8-6,9-6:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or5-3-11 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11 REACTIONS (size)8=0-3-8, 14=0-5-8 Max Horiz 14=-216 (LC 8) Max Uplift 8=-5 (LC 13) Max Grav 8=1060 (LC 1), 14=994 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1107/58, 2-3=-909/146, 3-4=-564/147, 4-5=-900/146, 5-6=-1078/62, 6-7=0/45, 1-14=-944/44, 6-8=-1012/66 BOT CHORD 13-14=-191/282, 11-13=-51/732, 10-11=0/559, 9-10=0/690, 8-9=-42/109 WEBS 2-11=-281/149, 3-11=-35/328, 4-11=-89/97, 4-10=-53/318, 5-10=-257/147, 2-13=0/137, 1-13=0/601, 5-9=-15/119, 6-9=0/593 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8. This connection is for uplift only and does not consider lateral forces. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701861T41Piggyback Base 7 122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:56 Page: 1 ID:OHl_vd9kuCb1E_rg7H6gb0y9RQj-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =4x5 =3x6 =3x5 =4x5 =3x8 =4x8 =3x5 =3x6 =4x5 =4x5 =2x4 714 13 12 11 10 9 8 61 52 16 3 15 4 0-11-0 25-11-0 5-4-0 15-2-0 5-0-12 5-0-12 4-9-4 9-10-0 4-9-4 19-11-4 5-0-12 25-0-0 4-11-0 9-11-12 4-11-0 19-11-4 5-0-8 15-0-4 5-0-12 5-0-12 5-0-12 25-0-011-1-151-2-011-0-0Scale = 1:72.2 Plate Offsets (X, Y):[1:0-3-7,Edge], [3:0-3-4,0-1-12], [4:0-6-4,0-1-12], [6:0-2-0,0-1-8] 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 0.36 Vert(LL)-0.02 9-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.25 Vert(CT)-0.05 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT)0.02 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 147 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 14-1,13-1,8-6,9-6:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or5-4-14 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11 REACTIONS (size)8=0-3-8, 14=0-3-8 Max Horiz 14=-215 (LC 10) Max Uplift 8=-5 (LC 13) Max Grav 8=1053 (LC 1), 14=987 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1070/59, 2-3=-894/147, 3-4=-554/147, 4-5=-891/146, 5-6=-1070/61, 6-7=0/45, 1-14=-939/43, 6-8=-1005/66 BOT CHORD 13-14=-190/265, 11-13=-54/709, 10-11=0/553, 9-10=0/685, 8-9=-42/108 WEBS 2-11=-264/149, 3-11=-36/322, 4-11=-90/91, 4-10=-53/319, 5-10=-257/147, 2-13=-19/117, 1-13=0/607, 5-9=-14/120, 6-9=0/587 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8. This connection is for uplift only and does not consider lateral forces. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701862T42Piggyback Base 7 122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:56 Page: 1 ID:sTJM7z9MfVjus8Qtg_dv7Dy9RQi-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =4x5 =3x6 =3x5 =4x5 =3x8 =4x8 =3x5 =3x6 =4x5 =3x8 =2x4 13 12 11 10 9 8 7 61 52 3 14 4 5-4-0 15-2-0 5-0-12 5-0-12 4-9-4 9-10-0 4-9-4 19-11-4 5-0-12 25-0-0 4-11-0 9-11-12 4-11-0 19-11-4 5-0-8 15-0-4 5-0-12 5-0-12 5-0-12 25-0-01-2-011-0-0Scale = 1:72.2 Plate Offsets (X, Y):[1:0-3-7,Edge], [3:0-3-4,0-1-12], [4:0-6-4,0-1-12], [6:0-3-7,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 0.36 Vert(LL)-0.02 8-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.25 Vert(CT)-0.05 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT)0.02 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 146 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 13-1,12-1,7-6,8-6:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or5-4-14 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS (size)7=0-3-8, 13=0-3-8 Max Horiz 13=202 (LC 9) Max Grav 7=988 (LC 1), 13=988 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1071/60, 2-3=-896/149, 3-4=-555/148, 4-5=-895/147, 5-6=-1071/58, 1-13=-940/44, 6-7=-940/39 BOT CHORD 12-13=-197/253, 10-12=-61/701, 9-10=0/555, 8-9=0/692, 7-8=-34/94 WEBS 2-10=-264/149, 3-10=-36/322, 4-10=-90/91, 4-9=-54/321, 5-9=-265/148, 2-12=-19/117, 1-12=0/608, 5-8=-18/118, 6-8=0/609 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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 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 Gaddy Res-Roof Trusses I56701863T43Piggyback Base 3 122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:56 Page: 1 ID:sTJM7z9MfVjus8Qtg_dv7Dy9RQi-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =3x5 =5x6 =5x6 =3x5 1 2343 42 41 40 39 38 3736 35 34 33 32 31 30 29 28 27 26 25 24 222213 204 195 6 18 177 168 1594445 10 11 12 13 14 0-11-0 25-11-0 0-11-0 -0-11-0 5-4-0 15-2-0 9-10-0 9-10-0 9-10-0 25-0-0 25-0-011-1-151-2-011-0-0Scale = 1:67.4 Plate Offsets (X, Y):[10:0-3-9,0-2-8], [14:0-3-9,0-2-8] 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 0.12 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.06 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT)0.00 24 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MR Weight: 444 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF No.2 *Except*41-5,42-4,43-3,26-19,25-20,24-21:2x4 SPFStud 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.): 10-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-33, 11-34, 10-35, 9-37, 13-32, 14-31, 15-30 REACTIONS (size)24=25-0-0, 25=25-0-0, 26=25-0-0, 27=25-0-0, 28=25-0-0, 29=25-0-0, 30=25-0-0, 31=25-0-0, 32=25-0-0, 33=25-0-0, 34=25-0-0, 35=25-0-0, 37=25-0-0, 38=25-0-0, 39=25-0-0, 40=25-0-0, 41=25-0-0, 42=25-0-0, 43=25-0-0 Max Horiz 43=224 (LC 11) Max Uplift 24=-91 (LC 9), 25=-146 (LC 13), 26=-15 (LC 13), 27=-50 (LC 13), 28=-43 (LC 13), 29=-52 (LC 13), 30=-28 (LC 13), 33=-13 (LC 8),34=-1 (LC 9), 37=-30 (LC 12),38=-51 (LC 12), 39=-43 (LC 12),40=-51 (LC 12), 41=-15 (LC 13),42=-158 (LC 12), 43=-133 (LC 8) Max Grav 24=207 (LC 19), 25=183 (LC 20), 26=106 (LC 26), 27=119 (LC 20), 28=113 (LC 20), 29=115 (LC 20), 30=118 (LC 20), 31=146 (LC 12), 32=107 (LC 1), 33=108 (LC 26), 34=107 (LC 1), 35=157 (LC 13), 37=120 (LC 19), 38=114 (LC 19), 39=113 (LC 19), 40=120 (LC 19), 41=106 (LC 25), 42=203 (LC 10), 43=241 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-43=-154/158, 1-2=0/45, 2-3=-50/78, 3-4=-188/182, 4-5=-116/117, 5-6=-115/132, 6-7=-98/162, 7-8=-119/209, 8-9=-152/265, 9-10=-174/302, 10-11=-135/235, 11-12=-135/235, 12-13=-135/235, 13-14=-135/235, 14-15=-174/302, 15-16=-152/262, 16-17=-119/206, 17-18=-90/156, 18-19=-78/113, 19-20=-82/84, 20-21=-145/135, 21-22=-51/78, 22-23=0/45, 22-24=-143/157 BOT CHORD 42-43=-102/115, 41-42=-102/115, 40-41=-102/115, 39-40=-102/115, 38-39=-102/115, 37-38=-102/115, 35-37=-102/115, 34-35=-102/115, 33-34=-102/115, 32-33=-102/115, 31-32=-102/115, 30-31=-102/115, 29-30=-102/115, 28-29=-102/115, 27-28=-102/115, 26-27=-102/115, 25-26=-102/115, 24-25=-102/115 WEBS 12-33=-82/41, 11-34=-80/17, 10-35=-161/67, 9-37=-94/46, 8-38=-87/75, 7-39=-87/65, 6-40=-90/68, 5-41=-82/53, 4-42=-141/142, 3-43=-266/232, 13-32=-80/16,14-31=-161/67, 15-30=-91/44, 16-29=-88/75,17-28=-87/65, 18-27=-90/68, 19-26=-82/53,20-25=-128/133, 21-24=-214/176 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -0-11-0 to 9-1-0, Exterior(2N) 9-1-0 to 9-10-12, Corner(3E) 9-10-12 to 15-1-4, Corner(3R) 15-1-4 to 24-10-4, Exterior(2N) 24-10-4 to 25-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8)Gable studs spaced at 1-4-0 oc. Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701864TGE6Piggyback Base Supported Gable 1 122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:37:00 Page: 1 ID:H2_Ul?CFyQ6Tjc9SM7Bclsy9RQf-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 9)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 43, 91 lb uplift at joint 24, 13 lb uplift at joint 33, 1 lb uplift at joint 34, 30 lb uplift at joint 37, 51 lb uplift at joint 38, 43 lb uplift at joint 39, 51 lb uplift at joint 40, 15 lb uplift at joint 41, 158 lb uplift at joint 42, 28 lb uplift at joint 30, 52 lb uplift at joint 29, 43 lb uplift at joint 28, 50 lb uplift at joint 27, 15 lb uplift at joint 26 and 146 lb uplift at joint 25. 11)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12)Graphical purlin representation does not depict the sizeor the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701864TGE6Piggyback Base Supported Gable 1 122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:37:00 Page: 2 ID:H2_Ul?CFyQ6Tjc9SM7Bclsy9RQf-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. 712 =3x5 =3x5 =4x5 =3x5 1 7 13 12 11 10 9 8 62 53 4 0-5-15 22-3-9 10-7-14 21-9-10 11-1-13 11-1-13 22-3-96-6-50-0-46-2-9Scale = 1:47.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horiz(TL)0.00 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 72 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 10-4:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)1=22-3-9, 7=22-3-9, 8=22-3-9, 9=22-3-9, 10=22-3-9, 11=22-3-9, 13=22-3-9 Max Horiz 1=117 (LC 9) Max Uplift 1=-6 (LC 8), 8=-45 (LC 13), 9=-68 (LC 13), 11=-68 (LC 12), 13=-47 (LC 12) Max Grav 1=103 (LC 20), 7=93 (LC 1), 8=312 (LC 1), 9=342 (LC 26), 10=301 (LC 1), 11=342 (LC 25), 13=312 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-149/114, 2-3=-90/104, 3-4=-79/117, 4-5=-71/105, 5-6=-54/72, 6-7=-119/78 BOT CHORD 1-13=-46/129, 11-13=-46/73, 10-11=-46/73, 9-10=-46/73, 8-9=-46/73, 7-8=-46/97 WEBS 4-10=-220/0, 3-11=-264/118, 2-13=-220/87, 5-9=-264/118, 6-8=-220/87 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-7 to 10-0-7, Interior (1) 10-0-7 to 11-2-3, Exterior(2R) 11-2-3 to 21-3-8, Interior (1) 21-3-8 to 22-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 1, 68 lb uplift at joint 11, 47 lb uplift at joint 13, 68 lb uplift at joint 9 and 45 lb uplift at joint 8. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701865V50Valley1122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:37:09 Page: 1 ID:SudDUy7UMaLJ?hhI?s4CVby9RQl-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 712 =3x5 =2x4 =2x4 =4x5 =2x4 =2x4 =2x4 =3x5 1 5 8 7 6 42 3 0-5-15 15-5-5 7-2-11 14-11-6 7-8-10 7-8-10 15-5-54-6-50-0-44-2-9Scale = 1:36.9 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 0.19 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horiz(TL)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS 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 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)1=15-5-5, 5=15-5-5, 6=15-5-5, 7=15-5-5, 8=15-5-5 Max Horiz 1=80 (LC 9) Max Uplift 1=-1 (LC 13), 6=-65 (LC 13), 8=-66 (LC 12) Max Grav 1=96 (LC 25), 5=96 (LC 26), 6=362 (LC 26), 7=335 (LC 1), 8=362 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-127/137, 2-3=-33/117, 3-4=-30/107, 4-5=-123/112 BOT CHORD 1-8=-60/119, 7-8=-60/48, 6-7=-60/48, 5-6=-60/101 WEBS 3-7=-264/2, 2-8=-262/106, 4-6=-262/106 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 1, 66 lb uplift at joint 8 and 65 lb uplift at joint 6. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701866V51Valley1122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:37:09 Page: 1 ID:SudDUy7UMaLJ?hhI?s4CVby9RQl-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 712 =3x5 =4x5 =2x4 =3x5 1 3 4 2 0-5-15 8-7-0 3-9-9 8-1-1 4-3-8 4-3-8 8-7-02-6-50-0-42-2-9Scale = 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 0.20 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.19 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horiz(TL)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP 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 8-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)1=8-7-0, 3=8-7-0, 4=8-7-0 Max Horiz 1=-43 (LC 8) Max Uplift 1=-13 (LC 26), 3=-13 (LC 25), 4=-8 (LC 12) Max Grav 1=73 (LC 25), 3=73 (LC 26), 4=607 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-67/289, 2-3=-67/289 BOT CHORD 1-4=-218/101, 3-4=-218/101 WEBS 2-4=-439/121 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 1, 13 lb uplift at joint 3 and 8 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Gaddy Res-Roof Trusses I56701867V52Valley1122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:37:10 Page: 1 ID:SudDUy7UMaLJ?hhI?s4CVby9RQl-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =2x4 =2x4 1 5 6 42 3 0-6-7 4-9-1 0-6-7 -0-6-7 2-1-5 4-2-10 2-1-5 2-1-5 4-2-102-8-00-5-32-6-8Scale = 1:27.2 Plate Offsets (X, Y):[2:0-2-6,0-1-0], [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 0.06 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.06 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 25 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=4-2-10, 4=4-2-10, 6=4-2-10, 7=4-2-10, 10=4-2-10 Max Horiz 2=-45 (LC 10), 7=-45 (LC 10) Max Uplift 2=-7 (LC 13), 4=-11 (LC 13), 7=-7 (LC 13), 10=-11 (LC 13) Max Grav 2=126 (LC 1), 4=126 (LC 1), 6=127 (LC 1), 7=126 (LC 1), 10=126 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-83/57, 3-4=-83/68, 4-5=0/14 BOT CHORD 2-6=-17/43, 4-6=-8/43 WEBS 3-6=-43/0 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 Gaddy Res-Roof Trusses I56701868CPBPiggyback2122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:46 Page: 1 ID:Gun4CVYxzezmPilJOZljEAy9RSn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 4. This connection is for uplift only and does not consider lateral forces. N/A February 17,2023 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =2x4 =2x4 1 5 6 42 3 0-6-7 4-9-1 0-6-7 -0-6-7 2-1-5 4-2-10 2-1-5 2-1-5 4-2-102-8-00-5-32-6-8Scale = 1:27.2 Plate Offsets (X, Y):[2:0-2-6,0-1-0], [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 0.06 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.06 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 15 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=4-2-10, 4=4-2-10, 6=4-2-10, 7=4-2-10, 10=4-2-10 Max Horiz 2=-45 (LC 10), 7=-45 (LC 10) Max Uplift 2=-7 (LC 13), 4=-11 (LC 13), 7=-7 (LC 13), 10=-11 (LC 13) Max Grav 2=126 (LC 1), 4=126 (LC 1), 6=127 (LC 1), 7=126 (LC 1), 10=126 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-83/57, 3-4=-83/68, 4-5=0/14 BOT CHORD 2-6=-17/43, 4-6=-8/43 WEBS 3-6=-43/0 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) 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 Gaddy Res-Roof Trusses I56701869CPPiggyback34122120050-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Fri Feb 17 07:36:44 Page: 1 ID:wpfA8UxS7gKb4DTD3VoSsDy9RR?-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 4. This connection is for uplift only and does not consider lateral forces. N/A February 17,2023 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