Loading...
HomeMy WebLinkAboutIndiana Model Sealed Trusses16023 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 Lumber. July 29,2022 Liu, Xuegang Pages or sheets covered by this seal: I53366805 thru I53366861 My license renewal date for the state of Ohio is December 31, 2023. 22002460 818 Indiana Model 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. 912 =5x8 =3x6 =3x6 =6x8 =4x5 =5x8 =3x6 =3x6 =5x8 1 2 10 9 813 7 6 3 5 11 12 4 0-11-0 -0-11-0 5-10-4 22-11-0 5-7-4 17-0-12 5-7-4 11-5-8 5-10-4 5-10-4 5-7-4 17-0-12 5-7-4 11-5-8 5-10-4 5-10-4 5-10-4 22-11-09-7-120-9-69-4-8Scale = 1:64.5 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 0.32 Vert(LL) 0.02 7-8 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT) -0.04 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 280 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.1 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=1235/0-5-8, 6=1179/0-5-8 Max Horiz 2=168 (LC 32) Max Uplift 2=-164 (LC 12), 6=-159 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22, 2-3=-1605/266, 3-4=-1282/345, 4-5=-1282/347, 5-6=-1642/288 BOT CHORD 2-10=-218/1238, 8-10=-218/1238, 7-8=-156/1189, 6-7=-156/1189 WEBS 4-8=-324/1156, 5-8=-370/132, 3-8=-318/165, 3-10=0/223, 5-7=0/254 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 0-9-0oc.Bottom chords connected as follows: 2x8 - 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 beenprovided to distribute only loads noted as (F) or (B),unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-11-0 to 4-3-6, Interior (1) 4-3-6 to 11-5-8, Exterior(2R) 11-5-8 to 16-7-14, Interior (1) 16-7-14 to 22-8-4 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 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 159 lb uplift at joint 6 and 164 lb uplift at joint 2. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 679 lb down and 316 lb up at 11-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-60, 4-6=-60, 2-6=-20 Concentrated Loads (lb) Vert: 13=-549 (F) Job Truss Truss Type Qty Ply 818 Indiana Model I53366805G01 Common Girder 1 222002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:37 Page: 1 ID:6nnx7Mw0FnrViv2MuMynuzzqXLO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =6x12 =5x8 =6x8 =2x4 =8x10 =5x8 =8x10 =2x4 =5x8 =6x10 1 9 2 15 16 12 17 11 18 19 20 1021 22 23 8 3 7 13 14 4 6 5 0-11-0 16-10-8 0-11-0 -0-11-0 3-10-2 11-9-14 3-10-2 7-11-12 4-1-10 4-1-10 4-1-10 15-11-8 5-1-8 10-6-8 5-5-0 15-11-8 5-5-0 5-5-09-3-111-1-159-1-11Scale = 1:57.3 Plate Offsets (X, Y):[2:0-8-15,Edge], [10:0-4-0,0-4-12], [11:0-3-8,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.08 10-11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.55 Vert(CT) -0.16 10-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.52 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 224 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-9:2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.1 -- 3-0-9, Right 2x6 SPF No.2 -- 3-0-9 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=7037/0-3-8, 8=6680/0-3-8 Max Horiz 2=-163 (LC 10) Max Uplift 2=-107 (LC 12), 8=-100 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/11, 2-4=-6286/166, 4-5=-6013/265, 5-6=-5962/264, 6-8=-6271/166, 8-9=0/11 BOT CHORD 2-11=-95/4195, 10-11=-36/3051, 8-10=-38/4141 WEBS 5-10=-180/4139, 6-10=-116/405, 5-11=-182/4265, 4-11=-121/341 NOTES 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-11-0 to 4-1-1, Interior (1) 4-1-1 to 7-11-12, Exterior(2R) 7-11-12 to 13-2-2, Interior (1) 13-2-2 to 16-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 107 lb uplift at joint 2 and 100 lb uplift at joint 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1370 lb down and 24 lb up at 1-0-12, 1370 lb down and 24 lb up at 2-1-4, 1370 lb down and 24 lb up at 4-1-4, 1370 lb down and 24 lb up at 6-1-4, 1370 lb down and 24 lb up at 8-1-4, 1370 lb down and 24 lb up at 9-0-12, 1370 lb down and 24 lb up at 11-0-12, and 1370 lb down and 24 lb up at 13-0-12, and 1371 lb down and 23 lb up at 15-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-5=-60, 5-9=-60, 2-8=-20 Concentrated Loads (lb) Vert: 15=-1370 (B), 16=-1370 (B), 17=-1370 (B), 18=-1370 (B), 19=-1370 (B), 20=-1370 (B), 21=-1370 (B), 22=-1370 (B), 23=-1371 (B) Job Truss Truss Type Qty Ply 818 Indiana Model I53366806G02 Common Girder 1 222002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:39 Page: 1 ID:y0FwfgqRqWA?aHiaDuH8uazqXKE-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x10 =4x5 =4x5 =2x4 =3x6 =4x6 =4x5 =3x10 =3x6 =2x4 =4x5 =4x5 =3x10 1 92 14 15 13 12 11 10 8 73 64 5 0-11-0 18-0-0 0-11-0 -0-11-0 4-1-8 8-6-8 4-1-8 12-8-0 4-5-0 17-1-0 4-5-0 4-5-0 4-1-8 8-6-8 4-1-8 12-8-0 4-5-0 4-5-0 4-5-0 17-1-09-10-71-1-159-8-7Scale = 1:63.1 Plate Offsets (X, Y):[2:0-7-11,0-0-2], [8:0-7-11,0-0-2] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) -0.02 2-13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.20 Vert(CT) -0.04 2-13 >999 180 BCLL 0.0 Rep Stress Incr Yes WB 0.12 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 354 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -- 3-2-11, Right 2x6 SPF No.2 -- 3-2-11 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=3209/0-3-8, 8=1047/0-3-8 Max Horiz 2=174 (LC 11) Max Uplift 2=-33 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/11, 2-4=-2004/75, 4-5=-922/129, 5-6=-918/129, 6-8=-1157/62, 8-9=0/11 BOT CHORD 2-13=-45/1330, 11-13=-45/1330, 10-11=0/702, 8-10=0/702 WEBS 5-11=-112/925, 6-11=-240/146, 6-10=0/169, 4-11=-1200/154, 4-13=0/1460 NOTES 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-11-0 to 4-5-0, Interior (1) 4-5-0 to 8-6-8, Exterior(2R) 8-6-8 to 13-8-14, Interior (1) 13-8-14 to 18-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 33 lb uplift at joint 2. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1390 lb down and 21 lb up at 0-10-12, and 1389 lb down and 22 lb up at 2-10-12 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-5=-60, 5-9=-60, 2-8=-20 Concentrated Loads (lb) Vert: 14=-1390 (B), 15=-1389 (B) Job Truss Truss Type Qty Ply 818 Indiana Model I53366807G03 Common Girder 1 322002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:39 Page: 1 ID:QCpIt0q3bpIsCRHmncoNRnzqXKD-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 312 =3x4 =2x4 =2x4 1 2 4 3 0-11-0 -0-11-0 4-4-12 4-4-12 0-1-8 4-4-12 4-3-4 4-3-41-7-90-3-141-1-90-3-8Scale = 1:24.4 Plate Offsets (X, Y):[2:0-3-4,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 0.23 Vert(LL) -0.02 2-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.17 Vert(CT) -0.03 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 17 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=236/0-3-8, 4=156/0-1-8 Max Horiz 2=36 (LC 9) Max Uplift 2=-39 (LC 8), 4=-10 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/12, 2-3=-44/30, 3-4=-115/83 BOT CHORD 2-4=-15/16 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 studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 2 and 10 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 818 Indiana Model I53366808M01 Monopitch 1 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:40 Page: 1 ID:mu5lLvhXP7nZlaMS44aZyFzqXKP-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 312 =3x4 =2x4 =2x4 1 2 4 3 0-11-0 -0-11-0 4-4-12 4-4-12 0-1-8 4-4-12 4-3-4 4-3-41-7-90-3-141-1-90-3-8Scale = 1:24.4 Plate Offsets (X, Y):[2:0-3-4,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 0.23 Vert(LL) -0.02 2-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.17 Vert(CT) -0.03 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 17 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=236/0-3-8, 4=156/0-1-8 Max Horiz 2=36 (LC 9) Max Uplift 2=-39 (LC 8), 4=-10 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/12, 2-3=-44/30, 3-4=-115/83 BOT CHORD 2-4=-15/16 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) 4 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) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 2 and 10 lb uplift at joint 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 818 Indiana Model I53366809M02 Monopitch 7 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:40 Page: 1 ID:2TemDRxvIwtG6HfkRREN4QzqYEB-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 312 =3x4 =2x4 =3x4 =4x5 =2x4 1 2 6 5 7 3 4 0-11-0 -0-11-0 4-5-10 9-8-12 5-3-2 5-3-2 0-1-8 9-8-12 4-4-2 9-7-4 5-3-2 5-3-22-11-90-3-142-5-90-3-8Scale = 1:30 Plate Offsets (X, Y):[2:0-3-4,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 0.26 Vert(LL) -0.03 2-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.30 Vert(CT) -0.06 2-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 37 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=445/0-3-8, 5=374/0-1-8 Max Horiz 2=76 (LC 9) Max Uplift 2=-48 (LC 8), 5=-26 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/12, 2-3=-833/155, 3-4=-54/36, 4-5=-98/57 BOT CHORD 2-6=-213/773, 5-6=-213/773 WEBS 3-5=-809/201, 3-6=0/229 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 4-3-6, Interior (1) 4-3-6to 9-7-0 zone; cantilever left and right exposed ; endvertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 2 and 26 lb uplift at joint 5. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 818 Indiana Model I53366810M03 Monopitch 10 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:40 Page: 1 ID:mu5lLvhXP7nZlaMS44aZyFzqXKP-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 312 =3x4 =5x8 1 2 4 3 0-11-0 -0-11-0 1-10-12 1-10-12 0-1-8 1-10-12 1-9-4 1-9-41-0-10-3-140-6-10-3-8Scale = 1:25.8 Plate Offsets (X, Y):[2:0-3-4,Edge], [3:1-2-15,0-3-0] 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 0.05 Vert(LL) 0.00 2-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT) 0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 6 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=141/0-3-8, 3=53/0-1-8 Max Horiz 2=17 (LC 9) Max Uplift 2=-35 (LC 8), 3=-1 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/12, 2-3=-19/11, 3-4=0/34 BOT CHORD 2-4=-6/7 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) 3 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) 3. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 3 and 35 lb uplift at joint 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 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 818 Indiana Model I53366811M04 Monopitch 1 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:40 Page: 1 ID:m0P5kkI9wK_NYVDG?zFdc2zqYCR-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 312 =3x4 =5x8 1 2 4 3 0-11-0 -0-11-0 1-10-12 1-10-12 0-1-8 1-10-12 1-9-4 1-9-41-0-10-3-140-6-10-3-8Scale = 1:25.8 Plate Offsets (X, Y):[2:0-3-4,Edge], [3:1-2-15,0-3-0] 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 0.05 Vert(LL) 0.00 2-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT) 0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 7 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=141/0-3-8, 3=53/0-1-8 Max Horiz 2=17 (LC 9) Max Uplift 2=-35 (LC 8), 3=-1 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/12, 2-3=-19/11, 3-4=0/34 BOT CHORD 2-4=-6/7 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 studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 3 and 35 lb uplift at joint 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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 818 Indiana Model I53366812M05 Monopitch 1 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:40 Page: 1 ID:MnM5xmHbcXKlN5U0pBjsxKzqYB9-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =3x4 =2x4 =2x4 1 2 4 3 0-11-0 -0-11-0 1-11-8 1-11-8 0-1-8 1-11-8 1-10-0 1-10-01-11-60-6-101-0-140-5-8Scale = 1:29.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=139/1-11-8, 4=55/1-11-8 Max Horiz 2=33 (LC 9) Max Uplift 2=-16 (LC 12), 4=-4 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22, 2-3=-51/28, 3-4=-37/70 BOT CHORD 2-4=-13/17 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 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 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 4 and 16 lb uplift at joint 2. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 818 Indiana Model I53366813M06 Monopitch Supported Gable 2 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:41 Page: 1 ID:mu5lLvhXP7nZlaMS44aZyFzqXKP-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =3x4 =3x6 =2x4 =2x4 1 2 4 3 0-11-0 -0-11-0 1-11-8 1-11-8 0-1-8 1-11-8 1-10-0 1-10-01-9-30-6-101-2-140-3-8Scale = 1:26.4 Plate Offsets (X, Y):[2:Edge,0-1-2], [2:0-1-3,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) 0.00 2-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(CT) 0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 8 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=144/0-5-8, 4=55/0-1-8 Max Horiz 2=37 (LC 9) Max Uplift 2=-14 (LC 12), 4=-6 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/13, 2-3=-48/31, 3-4=-41/50 BOT CHORD 2-4=-16/17 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) 4 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) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 2 and 6 lb uplift at joint 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 818 Indiana Model I53366814M07 Monopitch 4 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:41 Page: 1 ID:zHoga?4NIVWWg4yW6KO632zqYA8-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 312 9.5 12 =3x4 =2x4 =2x4 =2x4 =4x5 =2x4 1 2 7 6 3 4 5 0-11-0 -0-11-0 10-1-9 10-1-9 3-7-4 10-1-9 6-6-5 6-6-53-0-120-3-142-8-32-8-32-8-30-2-12-10-4Scale = 1:29.9 Plate Offsets (X, Y):[6:0-3-8,0-1-4] 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 0.26 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.18 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 42 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 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 (lb/size) 2=225/10-1-9, 5=110/10-1-9,6=80/10-1-9, 7=400/10-1-9 Max Horiz 2=77 (LC 8) Max Uplift 2=-27 (LC 8), 5=-15 (LC 12), 6=-4 (LC 8), 7=-26 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/12, 2-3=-79/40, 3-4=-31/0, 4-5=-22/19 BOT CHORD 2-7=-32/10, 6-7=-32/10, 5-6=-43/28 WEBS 3-7=-291/230, 4-6=-67/54 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 zoneand C-C Corner(3E) -0-11-0 to 4-3-6, Exterior(2N) 4-3-6to 9-6-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members andforces & 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 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) 2 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 15 lb uplift at joint 5, 27 lb uplift at joint 2, 4 lb uplift at joint 6 and 26 lb uplift at joint 7. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 818 Indiana Model I53366815M08 Monopitch Structural Gable 2 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:41 Page: 1 ID:W41_dbK2Vex7_gAG0OjjcGzqY7E-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 312 9.5 12 =3x4 =2x4 =4x5 =2x4 1 2 5 6 7 3 4 0-11-0 -0-11-0 3-9-0 10-1-9 6-4-9 6-4-9 3-7-4 10-1-9 6-6-5 6-6-53-0-120-3-142-6-62-8-32-8-32-8-30-2-12-10-4Scale = 1:30.4 Plate Offsets (X, Y):[5:0-3-8,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.11 2-5 >721 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.47 Vert(CT) -0.22 2-5 >360 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 41 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 2=284/10-1-9, 4=71/10-1-9,5=498/10-1-9 Max Horiz 2=88 (LC 8) Max Uplift 2=-21 (LC 8), 4=-2 (LC 8), 5=-50 (LC 12) Max Grav 2=284 (LC 1), 4=81 (LC 3), 5=498 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/12, 2-3=-60/41, 3-4=-29/30 BOT CHORD 2-5=-34/18, 4-5=-45/25 WEBS 3-5=-383/199 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 4-3-6, Interior (1) 4-3-6 to 9-11-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 4, 21 lb uplift at joint 2 and 50 lb uplift at joint 5. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 818 Indiana Model I53366816M09 Monopitch 2 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:41 Page: 1 ID:lL7FeIr0NsM1fHzX1w?prKzqY6Z-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 912 =3x6 =4x5 =4x5 =2x4 =3x6 =3x4 =2x4 1 2 7 6 3 4 5 0-11-0 -0-11-0 5-7-0 11-5-8 5-10-8 5-10-8 0-2-8 11-8-0 5-9-8 11-8-0 5-10-8 5-10-89-7-120-9-60-3-80-3-89-1-09-4-8Scale = 1:57.9 Plate Offsets (X, Y):[2:0-4-0,0-0-1] 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 0.57 Vert(LL) -0.03 2-7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.32 Vert(CT) -0.07 2-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 61 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -- 3-8-1 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 5-6 REACTIONS (lb/size) 2=518/0-5-8, 6=459/ Mechanical Max Horiz 2=258 (LC 9) Max Uplift 6=-79 (LC 12) Max Grav 2=518 (LC 1), 6=492 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-4=-539/43, 4-5=-199/163, 5-6=-170/129 BOT CHORD 2-7=-190/384, 6-7=-190/384 WEBS 4-7=0/287, 4-6=-452/153 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 4-3-6, Interior (1) 4-3-6 to 11-6-4 zone; cantilever left and right exposed ; endvertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 79 lb uplift at joint 6. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 818 Indiana Model I53366817M10 Monopitch 2 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:42 Page: 1 ID:gzpZhxWJh85T6?hrjietC0zqXjA-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 9.512 =2x4 =2x4 =2x4 =4x5 =2x4 =2x4 =2x4 =2x4 1 72 10 9 8 6 3 5 4 0-7-9 -0-7-9 0-7-9 10-7-0 4-11-12 4-11-12 4-11-12 9-11-7 9-11-74-5-80-4-114-4-0Scale = 1:38.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 33 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=-25/9-11-7, 6=-25/9-11-7, 8=333/9-11-7, 9=228/9-11-7,10=333/9-11-7 Max Horiz 2=-78 (LC 10) Max Uplift 2=-72 (LC 10), 6=-56 (LC 11), 8=-116 (LC 13), 10=-117 (LC 12) Max Grav 2=78 (LC 12), 6=67 (LC 13), 8=347 (LC 20), 9=228 (LC 1), 10=348 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/13, 2-3=-124/89, 3-4=-129/108, 4-5=-128/103, 5-6=-133/70, 6-7=0/13 BOT CHORD 2-10=-20/84, 9-10=-20/84, 8-9=-20/84, 6-8=-20/84 WEBS 4-9=-144/3, 3-10=-279/305, 5-8=-278/308 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) 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 72 lb uplift at joint 2, 56 lb uplift at joint 6, 117 lb uplift at joint 10 and 116 lb uplift at joint 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 818 Indiana Model I53366818PB01 Piggyback 8 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:42 Page: 1 ID:ScSAfHW8TS?GybTie?wKVkzqY0X-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 9.512 =4x5 1 9 2 14 13 12 11 10 8 3 7 4 6 5 0-7-9 -0-7-9 0-7-9 10-7-0 4-11-12 4-11-12 4-11-12 9-11-7 9-11-74-5-80-4-114-4-0Scale = 1:33.2 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 0.05 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 0.03 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 75 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=112/9-11-7, 8=112/9-11-7, 10=181/9-11-7, 11=88/9-11-7,12=84/9-11-7, 13=88/9-11-7,14=181/9-11-7 Max Horiz 2=-78 (LC 10) Max Uplift 10=-53 (LC 13), 11=-26 (LC 13), 13=-27 (LC 12), 14=-53 (LC 12) Max Grav 2=112 (LC 1), 8=112 (LC 1), 10=188 (LC 20), 11=90 (LC 20), 12=101 (LC 22), 13=91 (LC 19), 14=188 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/13, 2-3=-72/69, 3-4=-62/73, 4-5=-62/119, 5-6=-62/119, 6-7=-48/64, 7-8=-66/50, 8-9=0/13 BOT CHORD 2-14=-33/104, 13-14=-33/104, 12-13=-33/104, 11-12=-33/104,10-11=-33/104, 8-10=-33/104 WEBS 5-12=-98/18, 4-13=-73/74, 3-14=-141/157, 6-11=-72/74, 7-10=-141/159 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) 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 27 lb uplift at joint 13, 53 lb uplift at joint 14, 26 lb uplift at joint 11 and 53 lb uplift at joint 10. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 818 Indiana Model I53366819PB02 Piggyback 1 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:42 Page: 1 ID:E5f8ZFi9ARvQNkxfeo5oUTzqXKO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 9.512 =2x4 =4x5 =2x4 =2x4 51 2 6 4 3 0-7-9 -0-7-9 0-7-9 3-11-0 1-7-12 1-7-12 1-7-12 3-3-7 3-3-71-9-130-4-111-8-5Scale = 1:24.5 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 0.03 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.02 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-P Weight: 12 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=101/3-3-7, 4=101/3-3-7, 6=111/3-3-7 Max Horiz 2=30 (LC 11) Max Uplift 2=-13 (LC 12), 4=-17 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/13, 2-3=-52/30, 3-4=-52/33, 4-5=0/13 BOT CHORD 2-6=-6/28, 4-6=-6/28 WEBS 3-6=-70/24 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 2 and 17 lb uplift at joint 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 818 Indiana Model I53366820PB03 Piggyback 1 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:42 Page: 1 ID:qfEtuOoF7WCc3BrYPu5aS3zqXlO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 9.512 =2x4 =4x5 =2x4 =2x4 51 2 6 4 3 0-7-9 -0-7-9 0-7-9 3-11-0 1-7-12 1-7-12 1-7-12 3-3-7 3-3-71-9-130-4-111-8-5Scale = 1:24.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.02 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-P Weight: 17 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=101/3-3-7, 4=101/3-3-7, 6=111/3-3-7 Max Horiz 2=30 (LC 11) Max Uplift 2=-13 (LC 12), 4=-17 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/13, 2-3=-52/48, 3-4=-52/41, 4-5=0/13 BOT CHORD 2-6=-6/45, 4-6=-6/45 WEBS 3-6=-70/37 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 2 and 17 lb uplift at joint 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 818 Indiana Model I53366821PB04 Piggyback 1 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:43 Page: 1 ID:E5f8ZFi9ARvQNkxfeo5oUTzqXKO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 9.512 =3x4 =2x4 =2x4 =5x6 =4x5 =2x4 =2x4 =3x4 1 72 10 9 8 6 121135 4 0-7-9 -0-7-9 0-7-9 18-11-15 9-2-3 9-2-3 9-2-3 18-4-6 18-4-67-9-70-4-117-7-15Scale = 1:50.4 Plate Offsets (X, Y):[9:0-3-0,0-3-0] 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 0.29 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.18 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 66 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=214/18-4-6, 6=214/18-4-6,8=451/18-4-6, 9=187/18-4-6, 10=451/18-4-6 Max Horiz 2=139 (LC 11) Max Uplift 8=-133 (LC 13), 10=-133 (LC 12) Max Grav 2=214 (LC 1), 6=214 (LC 1), 8=468 (LC 20), 9=207 (LC 22), 10=468 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/13, 2-3=-164/128, 3-4=-136/145, 4-5=-128/147, 5-6=-131/95, 6-7=0/13 BOT CHORD 2-10=-46/123, 8-10=-46/123, 6-8=-46/123 WEBS 4-9=-150/9, 3-10=-341/231, 5-8=-341/231 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-3-0 to 5-5-6, Exterior(2N) 5-5-6 to 9-10-1, Corner(3R) 9-10-1 to 15-0-7, Exterior(2N) 15-0-7 to 19-5-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 133 lb uplift at joint 10 and 133 lb uplift at joint 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 818 Indiana Model I53366822PB05 Piggyback 6 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:43 Page: 1 ID:6I1T70Ty8Zryjz24mTcBqdzqYu6-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 9.512 =3x4 =5x6 =4x5 =3x4 1 152 26 25 24 23 22 21 20 19 18 17 16 14 3 13 4 12 28275 11 6 10 7 9 8 0-7-9 -0-7-9 0-7-9 18-11-15 9-2-3 9-2-3 9-2-3 18-4-6 18-4-67-9-70-4-117-7-15Scale = 1:50.4 Plate Offsets (X, Y):[21:0-3-0,0-3-0] 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 0.13 Horz(CT) 0.00 14 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 202 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=119/18-4-6, 14=119/18-4-6,16=199/18-4-6, 17=71/18-4-6, 18=114/18-4-6, 19=105/18-4-6,20=109/18-4-6, 21=84/18-4-6,22=109/18-4-6, 23=105/18-4-6, 24=114/18-4-6, 25=71/18-4-6, 26=199/18-4-6 Max Horiz 2=-139 (LC 10) Max Uplift 2=-19 (LC 8), 16=-59 (LC 13), 17=-21 (LC 13), 18=-31 (LC 13), 19=-36 (LC 13), 20=-18 (LC 13), 22=-21 (LC 12), 23=-35 (LC 12), 24=-31 (LC 12), 25=-21 (LC 12), 26=-59 (LC 12) Max Grav 2=137 (LC 20), 14=119 (LC 1), 16=207 (LC 20), 17=73 (LC 20), 18=118 (LC 20), 19=110 (LC 20), 20=111 (LC 20), 21=129 (LC 13), 22=115 (LC 19), 23=109 (LC 19), 24=118 (LC 19), 25=73 (LC 19), 26=208 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/13, 2-3=-142/115, 3-4=-99/75,4-5=-81/72, 5-6=-75/81, 6-7=-67/119, 7-8=-83/152, 8-9=-83/152, 9-10=-66/119,10-11=-43/74, 11-12=-48/29, 12-13=-65/30,13-14=-111/73, 14-15=0/13 BOT CHORD 2-26=-53/128, 25-26=-53/128, 24-25=-53/128, 23-24=-53/128, 22-23=-53/128, 20-22=-53/129, 19-20=-53/129, 18-19=-53/129, 17-18=-53/129, 16-17=-53/129, 14-16=-53/129 WEBS 8-21=-142/51, 7-22=-88/37, 6-23=-83/59, 5-24=-87/57, 4-25=-61/48, 3-26=-147/111, 9-20=-84/36, 10-19=-84/59, 11-18=-87/57, 12-17=-61/48, 13-16=-147/110 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-3-0 to 5-5-6, Exterior(2N) 5-5-6 to 9-10-1, Corner(3R) 9-10-1 to 15-2-1, Exterior(2N) 15-2-1 to 19-5-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 2, 21 lb uplift at joint 22, 35 lb uplift at joint 23, 31 lb uplift at joint 24, 21 lb uplift at joint 25, 59 lb uplift at joint 26, 18 lb uplift at joint 20, 36 lb uplift at joint 19, 31 lb uplift at joint 18, 21 lb uplift at joint 17 and 59 lb uplift at joint 16. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) 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 818 Indiana Model I53366823PB06 Piggyback 1 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:43 Page: 1 ID:7WAVU2Cpn82ClaV9rgQZP0zqXQC-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 9.512 =4x5 1 9 2 14 13 12 11 10 8 3 7 64 5 0-7-9 -0-7-9 0-7-9 9-6-5 4-5-6 4-5-6 4-5-6 8-10-12 8-10-124-0-80-4-113-11-0Scale = 1:31.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 64 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=95/8-10-12, 8=95/8-10-12, 10=142/8-10-12, 11=104/8-10-12,12=79/8-10-12, 13=104/8-10-12,14=142/8-10-12 Max Horiz 2=71 (LC 11) Max Uplift 2=-2 (LC 8), 10=-42 (LC 13), 11=-31 (LC 13), 13=-31 (LC 12), 14=-43 (LC 12) Max Grav 2=95 (LC 1), 8=95 (LC 1), 10=148 (LC 20), 11=107 (LC 20), 12=94 (LC 22), 13=108 (LC 19), 14=148 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/13, 2-3=-70/56, 3-4=-56/40, 4-5=-59/79, 5-6=-59/81, 6-7=-41/35, 7-8=-59/40, 8-9=0/13 BOT CHORD 2-14=-31/64, 13-14=-31/64, 12-13=-31/64, 11-12=-31/64, 10-11=-31/64, 8-10=-31/64 WEBS 5-12=-66/15, 4-13=-85/66, 3-14=-111/95, 6-11=-84/60, 7-10=-110/86 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 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 2 lb uplift at joint 2, 31 lb uplift at joint 13, 43 lb uplift at joint 14, 31 lb uplift at joint 11 and 42 lb uplift at joint 10. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 818 Indiana Model I53366824PB07 Piggyback 2 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:43 Page: 1 ID:JmZgldNYlYnqNFVTzNm?ktzqXWR-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 9.512 =2x4 =4x5 =2x4 =2x4 1 5 2 6 4 3 0-7-9 -0-7-9 0-7-9 9-6-5 4-5-6 4-5-6 4-5-6 8-10-12 8-10-124-0-80-4-113-11-0Scale = 1:34.1 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 0.32 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.17 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 29 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=225/8-10-12, 4=225/8-10-12, 6=310/8-10-12 Max Horiz 2=-71 (LC 10) Max Uplift 2=-24 (LC 12), 4=-33 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/13, 2-3=-125/58, 3-4=-120/62, 4-5=0/13 BOT CHORD 2-6=-13/58, 4-6=-13/58 WEBS 3-6=-199/55 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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 24 lb uplift at joint 2 and 33 lb uplift at joint 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 818 Indiana Model I53366825PB08 Piggyback 20 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:44 Page: 1 ID:c8ccuZg5gqRfNt_ytypY9YzqXdo-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 9.512 =3x4 =6x8 =3x6 =4x5 =3x10 =4x6 =3x4 =3x10 =4x5 =3x6 =3x4 =3x6 =2x4 =4x5 =4x5 =5x8 1117 16 15 14 13 12 10 24 91232 22188 7 3 21 6419 205 0-11-0 34-8-0 0-11-0 -0-11-0 5-7-9 20-3-1 5-7-9 14-7-8 4-5-15 8-11-15 4-5-15 4-5-15 6-8-14 26-11-15 6-9-1 33-9-0 6-9-1 33-9-0 6-10-10 26-11-15 9-1-11 9-1-11 10-11-11 20-1-511-9-64-4-90-9-1311-6-0Scale = 1:74.8 Plate Offsets (X, Y):[4:0-3-4,0-2-0], [6:0-3-4,0-2-0], [10:0-5-6,Edge], [17:0-4-0,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.28 14-16 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.97 Vert(CT) -0.58 14-16 >698 180 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(CT) 0.06 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 193 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 17-2:2x6 SP No.2 SLIDER Right 2x6 SPF No.2 -- 4-3-12 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-3 oc purlins, except end verticals, and2-0-0 oc purlins (5-4-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-14, 5-16, 5-14, 3-17 REACTIONS (lb/size) 10=1792/0-5-8, 17=1473/0-5-8 Max Horiz 17=-255 (LC 10) Max Uplift 10=-53 (LC 13), 17=-14 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/43, 2-3=-162/133, 3-4=-1170/116, 4-5=-853/122, 5-6=-1100/145, 6-8=-1588/123, 8-10=-2265/68, 10-11=0/14,2-17=-244/92 BOT CHORD 16-17=-91/692, 14-16=-13/1065, 12-14=0/1567, 10-12=0/1567 WEBS 4-16=-28/423, 6-14=0/538, 8-14=-653/175, 8-12=0/255, 5-16=-538/124, 5-14=-55/223, 3-16=-39/362, 3-17=-1352/0 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) -0-11-0 to 4-5-15, Interior (1) 4-5-15 to 8-11-15, Exterior(2R) 8-11-15 to 16-4-3, Interior (1) 16-4-3 to 20-3-1, Exterior(2R) 20-3-1 to 27-7-5, Interior (1) 27-7-5 to 34-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 17 and 53 lb uplift at joint 10. 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 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 6-21=-60, 11-24=-60, 10-17=-20 Trapezoidal Loads (lb/ft) Vert: 21=-60-to-7=-88, 7=-88-to-8=-101, 8=-101- to-22=-106, 22=-106-to-23=-122, 23=-122-to-9=-132, 9=-132-to-24=-150 Job Truss Truss Type Qty Ply 818 Indiana Model I53366826T01 Piggyback Base Girder 1 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:44 Page: 1 ID:wo0YsdXmEm77al2vCiRZ1xzqY0W-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 912 =3x6 =4x5 =3x4 =4x5 =4x5 =3x6 2112 37 36 35 34 3332 31 30 29 28 27 26 25 24 23 22 20 193 4 18 5 17 39386 16 7 15 8 14 9 13 10 12 11 0-11-0 23-10-0 0-11-0 -0-11-0 11-5-8 11-5-8 11-5-8 22-11-0 22-11-09-7-120-9-69-4-8Scale = 1:60 Plate Offsets (X, Y):[20:Edge,0-0-0], [20:0-0-0,0-0-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.06 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 0.10 Horz(CT) 0.00 20 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 320 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 -- 1-7-7, Right 2x4 SPF No.2 -- 1-7-7 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 11-29 REACTIONS (lb/size) 2=158/22-11-0, 20=158/22-11-0, 22=142/22-11-0, 23=96/22-11-0, 24=109/22-11-0, 25=106/22-11-0, 26=107/22-11-0, 27=107/22-11-0, 28=107/22-11-0, 29=78/22-11-0, 30=107/22-11-0, 31=107/22-11-0, 32=107/22-11-0, 34=106/22-11-0, 35=109/22-11-0, 36=96/22-11-0, 37=142/22-11-0 Max Horiz 2=-171 (LC 10) Max Uplift 2=-45 (LC 8), 20=-2 (LC 9), 22=-76 (LC 13), 23=-16 (LC 13), 24=-30(LC 13), 25=-27 (LC 13), 26=-27(LC 13), 27=-35 (LC 13), 28=-9 (LC 13), 30=-13 (LC 12), 31=-34 (LC12), 32=-27 (LC 12), 34=-27 (LC 12), 35=-30 (LC 12), 36=-13 (LC 12), 37=-86 (LC 12) Max Grav 2=189 (LC 20), 20=158 (LC 1), 22=164 (LC 20), 23=96 (LC 1), 24=113 (LC 20), 25=109 (LC 20), 26=109 (LC 20), 27=112 (LC 20), 28=108 (LC 26), 29=158 (LC 13), 30=113 (LC 19), 31=110 (LC 19), 32=110 (LC 19), 34=109 (LC 19), 35=113 (LC 19), 36=96 (LC 1), 37=174 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-4=-182/139, 4-5=-115/98, 5-6=-107/92, 6-7=-98/87, 7-8=-91/100,8-9=-83/120, 9-10=-95/149, 10-11=-106/172,11-12=-106/172, 12-13=-95/149, 13-14=-73/110, 14-15=-54/75, 15-16=-57/42,16-17=-64/37, 17-18=-75/45, 18-20=-141/78, 20-21=0/14 BOT CHORD 2-37=-61/133, 36-37=-61/133, 35-36=-61/133, 34-35=-61/133,32-34=-61/133, 31-32=-61/133,30-31=-61/133, 29-30=-61/133, 28-29=-61/133, 27-28=-61/133,26-27=-61/133, 25-26=-61/133, 24-25=-61/133, 23-24=-61/133, 22-23=-61/133, 20-22=-61/133 WEBS 11-29=-160/73, 10-30=-86/29, 9-31=-83/51, 8-32=-83/43, 7-34=-83/43, 6-35=-85/46, 5-36=-75/40, 4-37=-129/102, 12-28=-82/25, 13-27=-85/51, 14-26=-83/43, 15-25=-83/43, 16-24=-84/46, 17-23=-75/41, 18-22=-120/96 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 4-3-6, Exterior(2N) 4-3-6 to 11-5-8, Corner(3R) 11-5-8 to 16-9-8, Exterior(2N) 16-9-8 to 23-10-0 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 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 818 Indiana Model I53366827T01GE Common Supported Gable 1 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:44 Page: 1 ID:BTmu_xkQi2A8c251lD8GZuzqXKM-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 8) Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 45 lb uplift at joint 2, 13 lb uplift at joint 30, 34 lb uplift at joint 31, 27 lb uplift at joint 32, 27 lb uplift at joint 34, 30 lb uplift at joint 35, 13 lb uplift at joint 36, 86 lb uplift at joint 37, 9 lb uplift at joint 28, 35 lb uplift at joint 27, 27 lb uplift at joint 26, 27 lb uplift at joint 25, 30 lb uplift at joint 24, 16 lb uplift at joint 23, 76 lb uplift at joint 22 and 2 lb uplift at joint 20. 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 818 Indiana Model I53366827T01GE Common Supported Gable 1 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:44 Page: 2 ID:BTmu_xkQi2A8c251lD8GZuzqXKM-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x6 =4x5 =5x6 =3x6 17130 29 28 27 26 25 24 23 22 21 20 19 18 1623 15 4 14 5 13 6 12 7 11 8 10 9 0-11-0 18-0-0 0-11-0 -0-11-0 8-6-8 8-6-8 8-6-8 17-1-0 17-1-09-10-71-1-159-8-7Scale = 1:59.2 Plate Offsets (X, Y):[24:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) 0.00 29-30 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(CT) 0.00 29-30 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 18 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 244 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-24 REACTIONS (lb/size) 18=140/17-1-0, 19=96/17-1-0, 20=109/17-1-0, 21=106/17-1-0, 22=106/17-1-0, 23=113/17-1-0, 24=122/17-1-0, 25=113/17-1-0, 26=106/17-1-0, 27=106/17-1-0, 28=109/17-1-0, 29=96/17-1-0, 30=140/17-1-0 Max Horiz 30=-199 (LC 10) Max Uplift 18=-99 (LC 9), 19=-146 (LC 13), 20=-18 (LC 13), 21=-49 (LC 13),22=-55 (LC 13), 23=-15 (LC 13),25=-16 (LC 12), 26=-55 (LC 12), 27=-49 (LC 12), 28=-16 (LC 12),29=-153 (LC 12), 30=-121 (LC 8) Max Grav 18=204 (LC 19), 19=181 (LC 20), 20=111 (LC 26), 21=118 (LC 20), 22=114 (LC 20), 23=118 (LC 20), 24=255 (LC 13), 25=120 (LC 19), 26=113 (LC 19), 27=118 (LC 19), 28=111 (LC 25), 29=195 (LC 10), 30=223 (LC 20) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=0/45, 2-3=-29/57, 3-4=-156/155, 4-5=-85/95, 5-6=-82/128, 6-7=-90/190, 7-8=-126/262, 8-9=-142/293, 9-10=-142/293, 10-11=-126/262, 11-12=-90/190, 12-13=-65/127, 13-14=-69/87, 14-15=-135/132, 15-16=-30/57, 16-17=0/45, 2-30=-140/175, 16-18=-133/174 BOT CHORD 29-30=-99/107, 28-29=-99/107, 27-28=-99/107, 26-27=-99/107, 25-26=-99/107, 23-25=-99/107, 22-23=-99/107, 21-22=-99/107, 20-21=-99/107, 19-20=-99/107, 18-19=-99/107 WEBS 9-24=-349/143, 8-25=-93/32, 7-26=-87/88, 6-27=-89/79, 5-28=-84/76, 4-29=-134/133, 3-30=-230/188, 10-23=-91/31, 11-22=-87/88, 12-21=-89/79, 13-20=-84/76, 14-19=-126/133, 15-18=-203/159 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 4-6-8, Exterior(2N) 4-6-8 to 8-6-8, Corner(3R) 8-6-8 to 13-10-8, Exterior(2N) 13-10-8 to 18-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 121 lb uplift at joint 30, 99 lb uplift at joint 18, 16 lb uplift at joint 25, 55lb uplift at joint 26, 49 lb uplift at joint 27, 16 lb uplift at joint 28, 153 lb uplift at joint 29, 15 lb uplift at joint 23, 55 lb uplift at joint 22, 49 lb uplift at joint 21, 18 lb uplift atjoint 20 and 146 lb uplift at joint 19. 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 818 Indiana Model I53366828T01SGE Common Supported Gable 1 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:45 Page: 1 ID:jJIGoIu4JghSTjSN79RHR3zqXzT-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 9.512 =3x10 =4x6 =8x10 =6x8 =3x6 =5x6 =8x10 =2x4 =5x8 =3x6 =3x10 =6x10 =5x6 =6x8 =8x10 =3x4 =3x6 =3x10 =6x8 1017 16 15 14 13 12 11 9 281 2722 8 7 23 18 19 20 21 2 3 6244 25 26 5 10-4-0 0-11-0 34-8-0 2-6-13 20-3-1 2-1-3 8-11-15 4-2-13 13-2-11 4-5-9 17-8-4 6-3-4 26-6-5 6-10-12 6-10-12 7-2-11 33-9-0 2-8-9 20-4-13 6-1-8 26-6-5 6-10-12 6-10-12 7-2-11 33-9-0 10-9-8 17-8-411-9-64-4-90-9-138-1-1411-6-0Scale = 1:74.8 Plate Offsets (X, Y):[1:Edge,0-1-8], [3:0-4-0,0-1-12], [6:0-4-0,0-1-12], [9:0-4-0,0-1-5], [16:0-5-0,0-6-0], [20:0-4-0,0-2-4], [21:0-2-8,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.10 14-16 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.27 Vert(CT) -0.19 14-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(CT) 0.02 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Attic -0.05 14-16 >999 360 Weight: 365 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 1-1/2X11-7/8 LP-LSL 1.35E WEBS 2x4 SPF No.2 *Except* 2-16,5-14,18-21:2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins, except end verticals, and2-0-0 oc purlins (3-10-14 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 16-18, 14-21, 8-13, 13-21 JOINTS 1 Brace at Jt(s): 19, 20, 21 REACTIONS (lb/size) 9=1589/0-5-8, 17=1654/0-5-8 Max Horiz 17=-243 (LC 8) Max Grav 9=1646 (LC 2), 17=1899 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1840/0, 2-3=-1032/0, 3-4=-1678/0, 4-5=-1677/0, 5-6=-2159/0, 6-8=-1890/0, 8-9=-2190/0, 9-10=0/31, 1-17=-1994/0 BOT CHORD 16-17=-180/228, 14-16=0/1416, 13-14=0/1408, 11-13=0/1594, 9-11=0/1594 WEBS 16-18=-131/378, 2-18=-75/346, 14-21=-114/793, 5-21=-147/207, 6-13=-74/445, 8-13=-369/169, 8-11=0/237, 18-19=-739/28, 19-20=-747/27, 20-21=-130/876, 1-16=0/1544, 3-19=0/119, 4-20=-288/81, 3-20=0/1016, 5-20=-621/0, 13-21=-284/483, 6-21=-36/1016 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) 0-1-12 to 5-4-2, Interior (1) 5-4-2 to 8-11-15, Exterior(2R) 8-11-15 to 16-4-3, Interior (1) 16-4-3 to 20-3-1, Exterior(2R) 20-3-1 to 27-7-5, Interior (1) 27-7-5 to 34-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Ceiling dead load (5.0 psf) on member(s). 18-19, 19-20, 20-21; Wall dead load (5.0psf) on member(s).16-18, 14-21 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 14-16 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 818 Indiana Model I53366829T02 Piggyback Base 4 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:45 Page: 1 ID:IcO7DTpNTkzioG4cT8EkRuzqXt6-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =3x4 =4x5 =3x4 1 1529 28 2726 25 24 23 22 21 20 19 18 17 16 142 3 13 4 12 5 11 30 31 6 10 7 9 8 0-11-0 16-10-8 0-11-0 -0-11-0 7-11-12 7-11-12 7-11-12 15-11-8 15-11-89-3-111-1-159-1-11Scale = 1:56.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.07 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-R Weight: 218 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-22 REACTIONS (lb/size) 16=127/15-11-8, 17=75/15-11-8, 18=112/15-11-8, 19=106/15-11-8, 20=106/15-11-8, 21=111/15-11-8, 22=107/15-11-8, 23=111/15-11-8, 24=106/15-11-8, 25=106/15-11-8, 27=112/15-11-8, 28=75/15-11-8, 29=127/15-11-8 Max Horiz 29=189 (LC 11) Max Uplift 16=-99 (LC 9), 17=-135 (LC 13), 18=-26 (LC 13), 19=-48 (LC 13), 20=-54 (LC 13), 21=-19 (LC 13),23=-20 (LC 12), 24=-54 (LC 12), 25=-48 (LC 12), 27=-25 (LC 12), 28=-142 (LC 12), 29=-123 (LC 8) Max Grav 16=191 (LC 19), 17=161 (LC 11), 18=113 (LC 26), 19=116 (LC 20), 20=114 (LC 20), 21=117 (LC 20), 22=237 (LC 13), 23=119 (LC 19), 24=113 (LC 19), 25=117 (LC 19), 27=113 (LC 25), 28=177 (LC 10), 29=211 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-29=-165/94, 1-2=0/45, 2-3=-147/140, 3-4=-93/96, 4-5=-83/115, 5-6=-79/178, 6-7=-114/252, 7-8=-131/286, 8-9=-131/286, 9-10=-114/252, 10-11=-79/178, 11-12=-64/114, 12-13=-74/80, 13-14=-125/116, 14-15=0/45, 14-16=-150/75 BOT CHORD 28-29=-92/100, 27-28=-92/100, 25-27=-92/100, 24-25=-92/100, 23-24=-92/100, 22-23=-92/100, 21-22=-92/100, 20-21=-92/100, 19-20=-92/100, 18-19=-92/100, 17-18=-92/100, 16-17=-92/100 WEBS 8-22=-341/126, 7-23=-92/36, 6-24=-87/90, 5-25=-88/84, 4-27=-85/89, 3-28=-101/102, 9-21=-90/34, 10-20=-88/90, 11-19=-87/84, 12-18=-86/89, 13-17=-95/102 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 zoneand C-C Corner(3E) -0-11-0 to 4-3-6, Exterior(2N) 4-3-6 to 7-11-12, Corner(3R) 7-11-12 to 13-3-12, Exterior(2N) 13-3-12 to 16-10-8 zone; cantilever left and rightexposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) 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 123 lb uplift at joint 29, 99 lb uplift at joint 16, 20 lb uplift at joint 23, 54 lb uplift at joint 24, 48 lb uplift at joint 25, 25 lb uplift at joint 27, 142 lb uplift at joint 28, 19 lb uplift at joint 21, 54 lb uplift at joint 20, 48 lb uplift at joint 19, 26 lb uplift at joint 18 and 135 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 818 Indiana Model I53366830T02GE Common Supported Gable 1 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:46 Page: 1 ID:fgKGBHk2TMI?ECgEJwfV65zqXKL-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 9.512 =3x10 =4x6 =8x10 =6x8 =3x6 =5x6 =2x4 =5x8 =8x10 =3x6 =3x10 =6x12 =8x10 =5x8 =6x8 =3x6 =3x6 =3x10 =6x8 1017 16 15 14 1312 11 9 30 291 2822 8 7 23 18 19 20 21 272 63244 25 26 5 10-4-0 0-11-0 34-8-0 2-6-13 20-3-1 2-1-3 8-11-15 4-2-13 13-2-11 4-5-9 17-8-4 6-3-4 26-6-5 6-10-12 6-10-12 7-2-11 33-9-0 2-8-9 20-4-13 6-1-8 26-6-5 6-10-12 6-10-12 7-2-11 33-9-0 10-9-8 17-8-411-9-64-4-90-9-138-1-1411-6-0Scale = 1:75 Plate Offsets (X, Y):[1:Edge,0-1-8], [3:0-4-0,0-1-12], [6:0-4-0,0-1-5], [9:0-4-0,0-1-5], [16:0-5-0,0-6-0], [20:0-4-0,0-2-4], [21:0-4-8,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.13 14-16 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.35 Vert(CT) -0.24 14-16 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Attic -0.07 14-16 >999 360 Weight: 365 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 6-7:2x4 SPF 2100F 1.8E, 7-10:2x4 SPF 1650F 1.5E BOT CHORD 1-1/2X11-7/8 LP-LSL 1.35E WEBS 2x4 SPF No.2 *Except* 2-16,5-14,18-21:2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-11 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 16-18, 14-21, 8-12 JOINTS 1 Brace at Jt(s): 19, 20, 21 REACTIONS (lb/size) 9=1942/0-5-8, 17=1760/0-5-8 Max Horiz 17=-243 (LC 10) Max Grav 9=2235 (LC 21), 17=2072 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2057/0, 2-3=-1186/0, 3-4=-2008/9, 4-5=-2008/10, 5-6=-2731/0, 6-8=-2524/0, 8-9=-3028/0, 9-10=0/31, 1-17=-2224/0 BOT CHORD 16-17=-181/228, 14-16=0/1609, 12-14=0/1608, 11-12=0/2216, 9-11=0/2216 WEBS 16-18=-112/407, 2-18=-55/375, 14-21=-240/608, 5-21=-40/368, 6-12=-69/315, 8-12=-790/183, 8-11=0/225,18-19=-802/30, 19-20=-811/29,20-21=-145/1279, 1-16=0/1742, 3-19=0/120, 4-20=-293/81, 3-20=-8/1253, 5-20=-905/0,12-21=-302/828, 6-21=-48/1314 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) 0-1-12 to 5-4-2, Interior (1) 5-4-2 to 8-11-15, Exterior(2R) 8-11-15 to 16-4-3, Interior (1) 16-4-3 to 20-3-1, Exterior(2R) 20-3-1 to 27-7-5, Interior (1) 27-7-5 to 34-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Ceiling dead load (5.0 psf) on member(s). 18-19, 19-20, 20-21; Wall dead load (5.0psf) on member(s).16-18, 14-21 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 14-16 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 3-6=-60, 6-27=-60, 10-30=-60, 16-17=-20, 14-16=-40, 9-14=-20, 18-19=-10, 19-20=-10, 20-21=-10 Drag: 16-18=-10, 14-21=-10 Trapezoidal Loads (lb/ft) Vert: 27=-150-to-7=-128, 7=-128-to-8=-113, 8=-113- to-28=-104, 28=-104-to-29=-88, 29=-88-to-30=-60 Job Truss Truss Type Qty Ply 818 Indiana Model I53366831T03 Piggyback Base 1 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:46 Page: 1 ID:IcO7DTpNTkzioG4cT8EkRuzqXt6-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 9.512 =3x4 =3x6 =3x4 =4x5 =3x10 =3x4 =3x4 =3x10 =4x5 =3x4 =3x4 =3x6 =2x4 =4x5 =4x5 =3x10 1117 16 15 14 13 12 10 91232 22188 7193 6420 215 0-11-0 34-8-0 0-11-0 -0-11-0 5-7-9 20-3-1 5-7-9 14-7-8 4-4-3 8-11-15 6-7-3 26-10-5 4-7-11 4-7-11 6-10-11 33-9-0 6-8-15 26-10-5 6-10-11 33-9-0 9-1-11 9-1-11 10-11-11 20-1-511-9-64-4-90-9-1311-6-0Scale = 1:74.8 Plate Offsets (X, Y):[4:0-3-4,0-2-0], [6:0-3-4,0-2-0], [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 0.63 Vert(LL) -0.27 14-16 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.88 Vert(CT) -0.57 14-16 >711 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.06 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 188 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 -- 4-4-12 BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, except end verticals, and2-0-0 oc purlins (5-7-6 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 5-14, 8-14, 3-17 REACTIONS (lb/size) 10=1399/0-5-8, 17=1408/0-5-8 Max Horiz 17=-254 (LC 10) Max Uplift 10=-29 (LC 13), 17=-10 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-3=-158/136, 3-4=-1116/115, 4-5=-811/119, 5-6=-994/138, 6-8=-1391/116, 8-10=-1774/52, 10-11=0/14, 2-17=-239/95 BOT CHORD 16-17=-86/676, 14-16=-8/991, 12-14=0/1275, 10-12=0/1275 WEBS 3-16=-38/322, 4-16=-27/401, 5-16=-466/121, 5-14=-128/177, 6-14=0/474, 8-14=-421/161, 8-12=0/245, 3-17=-1300/0 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) -0-11-0 to 4-3-6, Interior (1) 4-3-6 to 8-11-15, Exterior(2R) 8-11-15 to 16-4-3, Interior (1) 16-4-3 to 20-3-1, Exterior(2R) 20-3-1 to 27-7-5, Interior (1) 27-7-5 to 34-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 17 and 29 lb uplift at joint 10. 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 818 Indiana Model I53366832T04 Piggyback Base 2 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:47 Page: 1 ID:2bvJq40c29M55_qXVIUtgnzqXoz-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 9.512 =3x4 =5x6 =3x4 =3x4 =3x4 =3x10 3158 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 4241 40 39 38 37 36 35 34 33 32 30 29 281 272 3 26 4 25 245 23 6 22 7 21 8 20 910 11 12 13 14 15 16 17 1819 0-11-0 34-8-0 0-11-0 -0-11-0 11-3-3 20-3-1 8-11-15 8-11-15 13-5-15 33-9-0 33-9-011-9-64-4-90-9-1311-6-0Scale = 1:71.1 Plate Offsets (X, Y):[9:0-2-0,0-1-15], [19:0-2-0,0-1-15], [32:0-5-13,Edge], [49:0-3-0,0-3-0] 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 0.11 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.01 32 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 685 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 9-19. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 14-47, 15-46, 16-45, 17-44, 18-43, 20-42, 21-40, 22-39, 13-48, 12-49, 11-50, 10-51, 8-52, 7-53, 6-54 REACTIONS (lb/size) 32=142/33-9-0, 33=105/33-9-0,34=107/33-9-0, 35=107/33-9-0, 36=107/33-9-0, 37=107/33-9-0,38=107/33-9-0, 39=107/33-9-0,40=107/33-9-0, 42=107/33-9-0, 43=107/33-9-0, 44=107/33-9-0, 45=107/33-9-0, 46=107/33-9-0, 47=106/33-9-0, 48=107/33-9-0, 49=107/33-9-0, 50=106/33-9-0, 51=108/33-9-0, 52=107/33-9-0, 53=107/33-9-0, 54=107/33-9-0, 55=107/33-9-0, 56=109/33-9-0, 57=79/33-9-0, 58=126/33-9-0 Max Horiz 58=-261 (LC 10) Max Uplift 32=-191 (LC 9), 33=-132 (LC 8), 34=-7 (LC 12), 35=-36 (LC 13), 36=-29 (LC 13), 37=-31 (LC 13), 38=-30 (LC 13), 39=-31 (LC 13), 40=-39 (LC 13), 42=-9 (LC 8), 43=-42 (LC 10), 44=-7 (LC 8), 45=-11 (LC 9), 46=-6 (LC 8), 47=-7 (LC 8), 48=-7 (LC 9), 49=-9 (LC 9), 50=-8 (LC 8), 51=-28 (LC 10), 53=-41 (LC 12), 54=-31 (LC 12), 55=-30 (LC 12), 56=-30 (LC 12), 57=-39 (LC 9), 58=-41 (LC 13) Max Grav 32=288 (LC 19), 33=202 (LC 11), 34=108 (LC 19), 35=116 (LC 20), 36=109 (LC 20), 37=110 (LC 20), 38=110 (LC 20), 39=110 (LC 20), 40=108 (LC 20), 42=121 (LC 20), 43=143 (LC 21), 44=109 (LC 25), 45=107 (LC 25), 46=107 (LC 26), 47=106 (LC 1), 48=107 (LC 1), 49=107 (LC 26), 50=108 (LC 26), 51=136 (LC 21), 52=107 (LC 1), 53=115 (LC 19), 54=110 (LC 19), 55=112 (LC 19), 56=109 (LC 25), 57=116 (LC 19), 58=126 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-58=-136/100, 1-2=0/40, 2-3=-93/113, 3-4=-98/135, 4-5=-120/173, 5-6=-141/209, 6-7=-163/246, 7-8=-189/290, 8-9=-188/289, 9-10=-159/255, 10-11=-159/255, 11-12=-159/255, 12-13=-159/255, 13-14=-159/255, 14-15=-159/255, 15-16=-159/255, 16-17=-159/255, 17-18=-159/255, 18-19=-159/255, 19-20=-188/290, 20-21=-189/290, 21-22=-176/246, 22-23=-186/209, 23-25=-197/207, 25-26=-208/210, 26-27=-219/213, 27-28=-231/217, 28-29=-231/210, 29-30=-286/264, 30-31=0/40, 30-32=-239/163 Job Truss Truss Type Qty Ply 818 Indiana Model I53366833T05 Piggyback Base Supported Gable 1 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:47 Page: 1 ID:mAcBwjuCPMx9IC9ka9OY8rzqXK8-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. BOT CHORD 57-58=-201/219, 56-57=-201/219,55-56=-201/219, 54-55=-201/219, 53-54=-201/219, 52-53=-201/219, 51-52=-201/219, 50-51=-201/219, 48-50=-201/219, 47-48=-201/219, 46-47=-201/219, 45-46=-201/219, 44-45=-201/219, 43-44=-201/219, 42-43=-201/219, 40-42=-201/219, 39-40=-201/219, 38-39=-201/219, 37-38=-201/219, 36-37=-201/219, 35-36=-201/219, 34-35=-201/219, 33-34=-201/219, 32-33=-201/219 WEBS 14-47=-80/22, 15-46=-80/22, 16-45=-81/27, 17-44=-82/23, 18-43=-134/69, 20-42=-94/25, 21-40=-81/56, 22-39=-83/46, 23-38=-84/46, 25-37=-83/46, 26-36=-83/46, 27-35=-86/49, 28-34=-81/41, 29-33=-129/100, 13-48=-80/23, 12-49=-81/26, 11-50=-82/23, 10-51=-140/55, 8-52=-80/2, 7-53=-89/57,6-54=-84/47, 5-55=-83/46, 4-56=-86/46, 3-57=-67/49 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 Corner(3E) -0-11-0 to 4-3-6, Exterior(2N) 4-3-6 to 8-11-15, Corner(3R) 8-11-15 to 14-2-5, Exterior(2N) 14-2-5 to 20-3-1, Corner(3R) 20-3-1 to 25-3-8, Exterior (2N) 25-3-8 to 34-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 58, 191 lb uplift at joint 32, 7 lb uplift at joint 47, 6 lb uplift at joint 46, 11 lb uplift at joint 45, 7 lb uplift at joint 44, 42 lb uplift at joint 43, 9 lb uplift at joint 42, 39 lb uplift at joint 40, 31 lb uplift at joint 39, 30 lb uplift at joint 38, 31 lb uplift at joint 37, 29 lb uplift at joint 36, 36 lb uplift at joint 35, 7 lb uplift at joint 34, 132 lb uplift at joint 33, 7 lb uplift at joint 48, 9 lb uplift at joint 49, 8 lb uplift at joint 50, 28 lb uplift at joint 51, 41 lb uplift at joint 53, 31 lb uplift at joint 54, 30 lb uplift at joint 55, 30 lb uplift at joint 56 and 39 lb uplift at joint 57. 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 size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 818 Indiana Model I53366833T05 Piggyback Base Supported Gable 1 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:47 Page: 2 ID:mAcBwjuCPMx9IC9ka9OY8rzqXK8-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. 9.512 612 =3x4 =4x5 =3x4 =3x4 =3x4 =3x4 1 2953 38 37 36 35 34 33 32 31 30 39 2 28 40 52 41514250 3 27 4349 4 26 44484547 5 25 46 6 24 7 23228 9 21 10 20 11 19 12 18 13 14 15 16 17 0-11-0 32-6-0 0-11-0 -0-11-0 4-7-3 18-1-1 13-5-15 31-7-0 13-5-15 13-5-15 0-5-8 0-5-8 9-10-8 10-4-0 9-10-8 20-2-8 11-4-8 31-7-011-9-60-9-1311-6-04-11-4Scale = 1:71.9 Plate Offsets (X, Y):[13:0-2-0,0-1-15], [17:0-2-0,0-1-15], [38:0-2-0,0-1-0] 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 0.09 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.01 30 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 432 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 30-28:2x6 SP No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 13-17. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 15-42, 14-43, 16-41, 18-40, 19-39, 20-37 REACTIONS (lb/size) 30=171/31-7-0, 31=143/31-7-0,32=95/31-7-0, 33=109/31-7-0, 34=106/31-7-0, 35=107/31-7-0,36=107/31-7-0, 37=105/31-7-0,38=3/31-7-0, 39=102/31-7-0, 40=104/31-7-0, 41=105/31-7-0, 42=107/31-7-0, 43=106/31-7-0, 44=103/31-7-0, 45=108/31-7-0, 46=111/31-7-0, 47=107/31-7-0, 48=107/31-7-0, 49=106/31-7-0, 50=111/31-7-0, 51=90/31-7-0, 52=155/31-7-0, 53=162/31-7-0 Max Horiz 53=-230 (LC 10) Max Uplift 30=-56 (LC 9), 31=-106 (LC 13), 32=-5 (LC 12), 33=-36 (LC 13), 34=-29 (LC 13), 35=-31 (LC 13), 36=-29 (LC 13), 37=-36 (LC 13), 38=-59 (LC 8), 39=-38 (LC 13), 42=-14 (LC 8), 45=-42 (LC 12), 46=-84 (LC 9), 47=-30 (LC 12), 48=-31 (LC 12), 49=-28 (LC 12), 50=-39 (LC 12), 51=-7 (LC 13), 52=-125 (LC 12), 53=-143 (LC 8) Max Grav 30=200 (LC 19), 31=194 (LC 20), 32=95 (LC 26), 33=116 (LC 20), 34=109 (LC 20), 35=110 (LC 20), 36=110 (LC 20), 37=109 (LC 20), 38=59 (LC 11), 39=106 (LC 20), 40=130 (LC 21), 41=111 (LC 22), 42=109 (LC 25), 43=111 (LC 22), 44=136 (LC 22), 45=109 (LC 19), 46=193 (LC 19), 47=112 (LC 19), 48=110 (LC 19), 49=108 (LC 19), 50=120 (LC 19), 51=90 (LC 20), 52=222 (LC 19), 53=256 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-53=-181/77, 1-2=0/40, 2-3=-164/156, 3-4=-116/108, 4-5=-115/118, 5-6=-102/131,6-7=-91/153, 7-9=-108/175, 9-10=-129/203,10-11=-152/240, 11-12=-179/284, 12-13=-140/216, 13-14=-146/236,14-15=-146/236, 15-16=-146/236, 16-17=-146/236, 17-18=-141/217, 18-19=-177/282, 19-20=-152/242, 20-21=-130/203, 21-23=-109/167, 23-24=-88/139, 24-25=-75/117, 25-26=-87/95, 26-27=-92/85, 27-28=-133/122, 28-29=0/43, 28-30=-166/54 BOT CHORD 52-53=-135/151, 51-52=-118/136, 50-51=-123/141, 49-50=-122/139, 48-49=-122/139, 47-48=-122/139, 46-47=-122/138, 45-46=-127/142, 44-45=-122/140, 43-44=-122/139, 42-43=-122/139, 41-42=-122/139, 40-41=-122/139, 39-40=-122/140, 38-39=-117/140, 37-38=-104/121, 36-37=-104/121, 35-36=-104/121, 34-35=-104/121, 33-34=-104/121, 32-33=-104/121, 31-32=-104/121, 30-31=-104/121 WEBS 15-42=-82/41, 14-43=-84/8, 12-44=-110/41, 11-45=-86/59, 10-46=-84/47, 9-47=-84/46, 7-48=-83/46, 6-49=-83/45, 5-50=-89/52, 4-51=-70/29, 3-52=-152/115, 16-41=-84/5, 18-40=-103/37, 19-39=-85/54, 20-37=-84/49, 21-36=-83/46, 23-35=-83/46, 24-34=-83/46, 25-33=-86/49, 26-32=-73/33, 27-31=-135/101 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -0-11-0 to 4-3-6, Exterior(2N) 4-3-6 to 13-5-15, Corner(3E) 13-5-15 to 18-1-1, Corner(3R) 18-1-1 to 23-3-8, Exterior(2N) 23-3-8 to 32-6-0 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 818 Indiana Model I53366834T06 Piggyback Base Supported Gable 1 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:48 Page: 1 ID:EMAZ73vqAf30wMkw7svng2zqXK7-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 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) 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. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143 lb uplift at joint 53, 56 lb uplift at joint 30, 84 lb uplift at joint 46, 59 lb uplift at joint 38, 14 lb uplift at joint 42, 42 lb uplift at joint 45, 30 lb uplift at joint 47, 31 lb uplift at joint 48, 28 lb uplift at joint 49, 39 lb uplift at joint 50, 7 lb uplift at joint 51, 125 lb uplift at joint 52, 38 lb uplift at joint 39, 36 lb uplift at joint 37, 29 lb uplift at joint 36, 31 lb uplift at joint 35, 29 lb uplift at joint 34, 36 lb uplift at joint 33, 5 lb uplift at joint 32 and 106 lb uplift at joint 31. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 46, 42, 43, 44, 45, 47, 48, 49, 50, 51, 52, 41, 40, 39. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) 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 818 Indiana Model I53366834T06 Piggyback Base Supported Gable 1 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:48 Page: 2 ID:EMAZ73vqAf30wMkw7svng2zqXK7-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. 9.512 612 =8x10 =4x5 =4x5 =2x4 =3x6 =3x10 =8x10 =4x6 =4x5 =5x10 =4x6 =5x8 =2x4 =3x6 =3x6 =2x4 =4x5 =4x5 =3x10 1 14 2 16 15 13 19 3 12 17 20 24 4 18 1121 23 105 6 9 227 8 0-11-0 32-6-0 0-11-0 -0-11-0 2-3-3 20-4-4 3-1-15 13-5-15 4-7-3 18-1-1 5-2-0 10-4-0 5-2-0 5-2-0 5-4-12 25-9-0 5-10-0 31-7-0 0-5-8 0-5-8 3-3-11 13-7-11 4-8-8 5-2-0 5-6-8 25-9-0 5-2-0 10-4-0 5-10-0 31-7-0 6-6-13 20-2-811-9-60-9-1311-6-04-11-4Scale = 1:71.1 Plate Offsets (X, Y):[2:0-8-6,Edge], [6:0-1-4,0-1-12], [7:0-3-4,0-2-0], [13:0-5-6,Edge], [16:0-5-8,0-2-4], [18:0-5-0,0-3-15] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.21 18-19 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.79 Vert(CT) -0.45 18-19 >835 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.40 13 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 178 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 1-5:2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -- 3-5-0, Right 2x6 SPF No.2 -- 3-8-11 BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-10-4 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-16, 6-17, 8-16 REACTIONS (lb/size) 2=1321/0-5-8, 13=1313/0-5-8 Max Horiz 2=-211 (LC 10) Max Uplift 2=-13 (LC 12), 13=-12 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/6, 2-4=-3275/122, 4-6=-3054/62, 6-7=-1644/93, 7-8=-1239/93, 8-9=-1311/184, 9-11=-1345/83, 11-13=-1668/19, 13-14=0/14 BOT CHORD 2-19=-177/2583, 18-19=-181/2598, 17-18=0/2644, 16-17=0/1101, 15-16=0/1193, 13-15=0/1193 WEBS 7-17=-1/773, 8-17=-37/605, 9-16=-285/138, 11-16=-324/123, 11-15=0/241, 6-18=-13/2403, 6-17=-2173/132,4-18=-78/171, 4-19=0/197, 8-16=-269/290 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 4-3-6, Interior (1) 4-3-6 to 13-5-15, Exterior(2E) 13-5-15 to 18-1-1, Exterior(2R) 18-1-1 to 25-5-5, Interior (1) 25-5-5 to 32-6-0 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 2 and 12 lb uplift at joint 13. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 818 Indiana Model I53366835T07 Piggyback Base 1 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:48 Page: 1 ID:n1MeJ4pVf7SKJU_wXI82XUzqXlM-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 912 =3x10 =4x5 =4x5 =2x4 =3x4 =3x4 =4x5 =3x4 =2x4 =4x5 =4x5 =3x10 912 12 11 10 8 73 641314 5 0-11-0 23-10-0 0-11-0 -0-11-0 5-7-0 11-5-8 5-7-0 17-0-8 5-10-8 5-10-8 5-10-8 22-11-0 7-5-5 15-2-3 7-8-13 22-11-0 7-8-13 7-8-139-7-120-9-69-4-8Scale = 1:64.5 Plate Offsets (X, Y):[2:0-5-0,Edge], [6:0-0-0,0-0-0], [8:0-5-0,Edge], [8:0-0-0,0-0-0], [8:0-0-0,0-0-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.09 8-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.49 Vert(CT) -0.18 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 108 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -- 3-8-1, Right 2x6 SPF No.2 -- 3-8-1 BRACING TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=972/0-5-8, 8=972/0-5-8 Max Horiz 2=-171 (LC 10) Max Uplift 2=-8 (LC 12), 8=-8 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-4=-1171/46, 4-5=-1042/118, 5-6=-1042/118, 6-8=-1171/46, 8-9=0/14 BOT CHORD 2-12=-44/857, 10-12=0/584, 8-10=0/845 WEBS 4-12=-285/180, 5-12=-81/458, 5-10=-81/458, 6-10=-285/180 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 zoneand C-C Exterior(2E) -0-11-0 to 4-3-6, Interior (1) 4-3-6to 11-5-8, Exterior(2R) 11-5-8 to 16-7-14, Interior (1) 16-7-14 to 23-10-0 zone; cantilever left and rightexposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 2 and 8 lb uplift at joint 8. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 818 Indiana Model I53366836T08 Common 9 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:49 Page: 1 ID:nrxw0WRUeot5wKOk0WY?6FzqXkZ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 912 =3x10 =4x5 =4x5 =2x4 =3x4 =3x4 =4x5 =3x4 =2x4 =4x5 =4x5 =3x10 1 2 11 10 9 8 73 641213 5 0-11-0 -0-11-0 5-10-8 22-11-0 5-7-0 11-5-8 5-7-0 17-0-8 5-10-8 5-10-8 7-5-5 15-2-3 7-8-13 7-8-13 7-8-13 22-11-09-7-120-9-69-4-8Scale = 1:64.5 Plate Offsets (X, Y):[2:0-5-0,Edge], [2:0-0-0,0-0-0], [2:0-0-0,0-0-0], [6:0-0-0,0-0-0], [8:0-5-0,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 0.32 Vert(LL) -0.09 8-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.49 Vert(CT) -0.18 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 107 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -- 3-8-1, Right 2x6 SPF No.2 -- 3-8-1 BRACING TOP CHORD Structural wood sheathing directly applied or 5-2-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=973/0-5-8, 8=916/0-5-8 Max Horiz 2=169 (LC 11) Max Uplift 2=-8 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-4=-1173/46, 4-5=-1043/118, 5-6=-1046/120, 6-8=-1174/47 BOT CHORD 2-11=-46/856, 9-11=0/586, 8-9=0/850 WEBS 4-11=-285/180, 5-11=-81/458, 5-9=-82/462, 6-9=-288/182 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 zoneand C-C Exterior(2E) -0-11-0 to 4-3-6, Interior (1) 4-3-6to 11-5-8, Exterior(2R) 11-5-8 to 16-7-14, Interior (1) 16-7-14 to 22-11-0 zone; cantilever left and rightexposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 2. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 818 Indiana Model I53366837T09 Common 5 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:49 Page: 1 ID:8urWLTJHSD4kBYTmnLM7ZezqXjQ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. =2x4 =3x4 =4x5 =2x4 4 5 6 3 1 2 5-0-0 5-0-09-0-69-0-6Scale = 1:50.4 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 0.28 Vert(LL) -0.02 3-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.37 Vert(CT) -0.05 3-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 88 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-4, 2-3 REACTIONS (lb/size) 3=685/0-5-8, 4=569/ Mechanical Max Horiz 4=233 (LC 9) Max Uplift 3=-328 (LC 9), 4=-304 (LC 8) Max Grav 3=824 (LC 19), 4=699 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-457/538, 1-2=-117/127, 2-3=-141/154 BOT CHORD 3-4=-326/336 WEBS 1-3=-437/437 NOTES 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 304 lb uplift at joint 4 and 328 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 473 lb down and 91 lb up at 1-9-12, and 473 lb down and 91 lb up at 3-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-439 (F), 6=-439 (F) Job Truss Truss Type Qty Ply 818 Indiana Model I53366838T10 Flat Girder 1 222002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:49 Page: 1 ID:89NxvHWySSDJj9G1HQA6lDzqXj9-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 9.512 612 =3x10 =5x6 =5x6 =3x6 =3x6 =4x5 =3x10 =3x4 =5x10 =5x6 =3x4 =5x8 =4x5 =3x4 =3x4 =5x6 17 16 15 1 2 21 20 19 18 1214 13 11 10330 927 428 29 8 5 6 7 0-11-0 -0-11-0 0-11-0 35-10-0 3-0-15 24-8-5 5-1-4 16-6-2 5-1-4 21-7-6 4-3-6 28-11-10 5-11-6 34-11-0 5-6-11 11-4-14 5-10-3 5-10-3 1-7-10 11-6-10 1-1-5 21-3-14 3-6-3 24-10-1 4-0-13 9-11-0 4-3-6 29-1-6 5-9-10 34-11-0 5-10-3 5-10-3 8-7-14 20-2-811-6-00-11-100-8-71-6-02-0-04-2-25-8-25-9-1411-6-01-6-01-6-00-6-02-0-0Scale = 1:72.3 Plate Offsets (X, Y):[2:0-7-3,Edge], [5:0-3-4,0-2-0], [7:0-3-0,0-2-1], [11:0-4-0,0-0-6], [14:0-2-12,0-2-8], [18:0-4-12,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.29 18-19 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.80 Vert(CT) -0.62 18-19 >681 180 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 487 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Left 2x8 SP No.1 -- 3-9-15, Right 2x4 SPF No.2 -- 3-2-6 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc purlins, except 2-0-0 oc purlins (5-0-10 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16,14-15. 10-0-0 oc bracing: 16-18 WEBS 1 Row at midpt 6-19, 6-18 REACTIONS (lb/size) 2=1462/0-5-8, 11=1467/0-3-8 Max Horiz 2=-179 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/5, 2-4=-1874/82, 4-5=-1555/141, 5-6=-1148/151, 6-7=-1223/148, 7-8=-2017/221, 8-9=-2003/109, 9-11=-2474/59, 11-12=0/4 BOT CHORD 2-21=-16/1313, 19-21=-16/1313, 18-19=0/1269, 16-17=0/0, 15-16=-112/0, 14-15=-3/6, 8-14=-277/155, 13-14=0/2077, 11-13=0/2081, 16-18=0/115, 7-18=-31/222 WEBS 4-21=0/177, 4-19=-284/150, 5-19=-4/586, 9-14=-691/68, 9-13=0/214, 6-19=-362/121,6-18=-217/135, 15-18=0/139, 14-18=0/1212, 7-14=-148/962 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 4-3-6, Interior (1) 4-3-6 to 11-4-14, Exterior(2R) 11-4-14 to 16-6-2, Interior (1) 16-6-2 to 21-7-6, Exterior(2R) 21-7-6 to 26-9-12, Interior (1) 26-9-12 to 35-10-0 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 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 818 Indiana Model I53366839T11 Piggyback Base Structural Gable 2 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:50 Page: 1 ID:4L9_6vhjR8ZW?1Z8RfKnhmzqXdn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 9.512 612 =3x10 =5x6 =5x6 =2x4 =3x6 =3x4 =3x4 =4x5 =3x10 =3x4 =2x4 =2x4 =5x10 =2x4 =5x6 =3x4 =2x4 =5x8 =4x5 =2x4 =3x4 =3x4 =5x6 18 17 16 1 2 22 21 20 19 1315 14 12 11327 1024 425 26 5 9 6 7 8 0-11-0 -0-11-0 0-11-0 35-10-0 3-0-15 24-8-5 5-1-4 16-6-2 5-1-4 21-7-6 4-3-6 28-11-10 5-11-6 34-11-0 5-6-11 11-4-14 5-10-3 5-10-3 1-5-11 7-3-14 1-1-5 21-3-14 3-6-3 24-10-1 4-2-12 11-6-10 4-3-6 29-1-6 5-9-10 34-11-0 5-10-3 5-10-3 8-7-14 20-2-811-6-00-11-100-8-71-6-02-0-04-2-25-8-25-9-1411-6-01-6-01-6-00-6-02-0-0Scale = 1:76.2 Plate Offsets (X, Y):[2:0-7-3,Edge], [6:0-3-4,0-2-0], [8:0-3-0,0-2-1], [12:0-4-0,0-0-6], [15:0-2-12,0-2-8], [18:0-2-0,0-0-12], [19:0-4-12,0-2-8], [23:0-2-0,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.29 19-20 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.80 Vert(CT) -0.62 19-20 >681 180 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(CT) 0.09 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 483 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 23-18:2x6 SP No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E -- 3-9-15, Right 2x4 SPF No.2 -- 3-2-6 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc purlins, except 2-0-0 oc purlins (5-0-10 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:6-0-0 oc bracing: 16-17,15-16. 10-0-0 oc bracing: 17-19 WEBS 1 Row at midpt 7-20, 7-19 REACTIONS (lb/size) 2=1462/0-5-8, 12=1467/0-3-8 Max Horiz 2=-179 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/5, 2-4=-1874/82, 4-6=-1555/141, 6-7=-1148/151, 7-8=-1223/148, 8-9=-2017/221, 9-10=-2003/109, 10-12=-2474/59, 12-13=0/4 BOT CHORD 2-22=-16/1313, 20-22=-16/1313, 19-20=0/1269, 17-18=0/0, 16-17=-112/0, 15-16=-3/6, 9-15=-277/155, 14-15=0/2077, 12-14=0/2081, 17-19=0/115, 8-19=-31/222 WEBS 4-22=0/177, 4-20=-284/150, 6-20=-4/586, 10-15=-691/68, 10-14=0/214, 7-20=-362/121, 7-19=-217/135, 16-19=0/139, 15-19=0/1212, 8-15=-148/962 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 4-3-6, Interior (1) 4-3-6 to 11-4-14, Exterior(2R) 11-4-14 to 16-6-2, Interior (1) 16-6-2 to 21-7-6, Exterior(2R) 21-7-6 to 26-9-12, Interior (1) 26-9-12 to 35-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 818 Indiana Model I53366840T12 Piggyback Base Structural Gable 5 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:50 Page: 1 ID:4L9_6vhjR8ZW?1Z8RfKnhmzqXdn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =5x8 =3x6 =3x4 =4x5 =6x12 =3x4 =5x8 =3x4 11 10 9 8 1 7 62 12 13 53 4 4-1-8 8-6-8 4-1-8 12-8-0 0-11-0 -0-11-0 0-11-0 18-0-0 4-5-0 17-1-0 4-5-0 4-5-0 8-6-8 8-6-8 8-6-8 17-1-010-3-1118-10-3Scale = 1:102.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.09 8-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.50 Vert(CT) -0.18 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) -0.01 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 236 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-4,11-2,8-6:2x8 SP No.1 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 4-9, 5-9, 3-9, 2-11, 3-11, 6-8, 5-8 REACTIONS (lb/size) 8=732/0-5-8, 11=732/0-5-8 Max Horiz 11=-449 (LC 10) Max Uplift 8=-38 (LC 9), 11=-38 (LC 8) Max Grav 8=778 (LC 19), 11=778 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/52, 2-3=-281/312, 3-4=-314/225, 4-5=-314/225, 5-6=-281/312, 6-7=0/52, 2-11=-294/248, 6-8=-293/248 BOT CHORD 9-11=-267/330, 8-9=-130/248 WEBS 4-9=-235/245, 5-9=-214/321, 3-9=-213/321, 3-11=-633/183, 5-8=-633/183 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) -0-11-0 to 4-4-7, Interior (1) 4-4-7 to 8-6-8, Exterior(2R) 8-6-8 to 13-8-14, Interior (1)13-8-14 to 18-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 11 and 38 lb uplift at joint 8. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 818 Indiana Model I53366841T13 Common 3 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:51 Page: 1 ID:7suePdlgEgQssMFQteAkfJzqXKK-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 9.512 =3x10 =5x6 =5x6 =2x4 =3x6 =3x6 =4x5 =3x10 =3x4 =2x4 =2x4 =5x8 =2x4 =4x5 =3x4 =4x5 =3x6 =4x5 =4x5 =3x10 1215 14 13 11 1 2 19 18 17 16 10 253 24219 4 8 5 722 236 0-11-0 -0-11-0 0-11-0 35-10-0 5-1-4 16-6-2 5-1-4 21-7-6 5-6-11 11-4-14 5-10-3 5-10-3 6-6-1 28-1-7 6-9-9 34-11-0 0-1-12 21-5-10 1-7-10 11-6-10 1-1-5 21-3-14 4-0-13 9-11-0 5-10-3 5-10-3 6-7-13 28-1-7 6-9-9 34-11-0 8-7-14 20-2-811-7-90-11-101-6-010-0-01-6-0Scale = 1:81.9 Plate Offsets (X, Y):[2:0-7-3,Edge], [5:0-3-4,0-2-0], [7:0-3-4,0-2-0], [11:0-7-3,Edge], [16:0-2-8,0-2-8] 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 0.77 Vert(LL) -0.35 16-17 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.93 Vert(CT) -0.73 16-17 >574 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.08 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 197 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 No.1 -- 3-9-15, Right 2x6 SPF No.2 -- 4-5-3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (5-1-10 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:2-2-0 oc bracing: 16-17. WEBS 1 Row at midpt 6-17, 6-16 REACTIONS (lb/size) 2=1461/0-5-8, 11=1465/0-3-8 Max Horiz 2=-203 (LC 8) Max Uplift 2=-11 (LC 12), 11=-22 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/5, 2-4=-1870/26, 4-5=-1557/75, 5-6=-1149/98, 6-7=-1222/107, 7-9=-1659/80, 9-11=-1855/37, 11-12=0/5 BOT CHORD 2-19=-23/1310, 17-19=-23/1310, 16-17=0/1263, 14-15=0/0, 13-14=0/24, 11-13=0/1319 WEBS 4-19=0/163, 4-17=-278/147, 5-17=0/583, 14-16=0/162, 7-16=0/610, 9-13=-141/84, 6-17=-345/127, 6-16=-220/141,13-16=0/1331, 9-16=-225/165 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 4-3-6, Interior (1) 4-3-6 to 11-4-14, Exterior(2R) 11-4-14 to 18-9-2, Interior (1) 18-9-2 to 21-7-6, Exterior(2R) 21-7-6 to 28-11-10, Interior (1) 28-11-10 to 35-10-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 2 and 22 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. 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 818 Indiana Model I53366842T14 Piggyback Base 2 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:51 Page: 1 ID:hYsqQGX75LAAh81JiW2ujKzqXa6-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 9.512 =3x10 =5x6 =5x6 =2x4 =3x6 =3x4 =3x4 =4x5 =3x10 =3x4 =2x4 =2x4 =5x8 =2x4 =4x5 =3x4 =4x5 =3x6 =3x4 =3x4 =3x10 15 14 13 12 1 2 19 18 17 16 11 3 25242110 4 95 6 822 237 0-11-0 -0-11-0 5-1-4 16-6-2 5-1-4 21-7-6 5-6-11 11-4-14 5-10-3 5-10-3 6-6-1 28-1-7 6-9-9 34-11-0 0-1-12 21-5-10 1-5-11 7-3-14 1-1-5 21-3-14 4-2-12 11-6-10 5-10-3 5-10-3 6-7-13 28-1-7 6-9-9 34-11-0 8-7-14 20-2-811-6-00-11-101-8-151-6-010-0-01-6-0Scale = 1:81.9 Plate Offsets (X, Y):[2:0-7-3,Edge], [6:0-3-4,0-2-0], [8:0-3-4,0-2-0], [12:0-7-3,Edge], [16:0-2-8,0-2-8] 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 0.77 Vert(LL) -0.35 16-17 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.93 Vert(CT) -0.73 16-17 >574 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.08 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 196 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E -- 3-9-15, Right 2x6 SPF No.2 -- 4-5-3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (5-1-10 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:2-2-0 oc bracing: 16-17. WEBS 1 Row at midpt 7-17, 7-16 REACTIONS (lb/size) 2=1461/0-5-8, 12=1409/ Mechanical Max Horiz 2=-202 (LC 8) Max Uplift 2=-11 (LC 12), 12=-10 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/5, 2-4=-1871/26, 4-6=-1558/75, 6-7=-1150/98, 7-8=-1224/108, 8-10=-1661/80, 10-12=-1860/38 BOT CHORD 2-19=-24/1311, 17-19=-24/1311, 16-17=0/1264, 14-15=0/0, 13-14=0/24, 12-13=0/1323 WEBS 4-19=0/163, 4-17=-279/147, 6-17=0/584, 14-16=0/162, 8-16=0/611, 10-13=-140/85,7-17=-346/127, 7-16=-220/141, 13-16=0/1336, 10-16=-228/165 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 4-3-6, Interior (1) 4-3-6 to 11-4-14, Exterior(2R) 11-4-14 to 18-9-2, Interior (1) 18-9-2 to 21-7-6, Exterior(2R) 21-7-6 to 28-11-10, Interior (1) 28-11-10 to 34-11-0 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 2 and 10 lb uplift at joint 12. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 818 Indiana Model I53366843T15 Piggyback Base 2 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:52 Page: 1 ID:hYsqQGX75LAAh81JiW2ujKzqXa6-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 9.512 =5x10 =5x6 =3x6 =3x6 =4x5 =3x10 =3x4 =5x8 =4x5 =5x6 =4x5 =3x6 =4x5 =6x10 14 13 12 11101 18 17 16 15 2 3 8382799 4 8 5 80 6 81 7 0-11-0 -0-11-0 1-4-6 21-7-6 3-8-14 20-3-0 5-1-4 16-6-2 5-6-11 11-4-14 5-10-3 5-10-3 6-9-9 34-11-0 6-6-1 28-1-7 0-1-12 21-5-10 1-7-10 11-6-10 1-0-6 21-3-14 4-0-13 9-11-0 5-10-3 5-10-3 6-7-13 28-1-7 6-9-9 34-11-0 8-8-14 20-3-811-6-00-11-101-8-151-6-010-0-01-6-0Scale = 1:72.9 Plate Offsets (X, Y):[2:Edge,0-0-0], [5:0-3-4,0-2-0], [7:0-3-4,0-2-0], [8:0-3-0,0-3-0], [15:0-2-8,0-2-8] 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 0.95 Vert(LL) -0.35 15-16 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.93 Vert(CT) -0.74 15-16 >565 180 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.12 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 670 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E -- 2-0-0, Right 2x6 SPF No.2 -- 1-6-0 BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (5-1-11 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 15-16. WEBS 1 Row at midpt 6-16, 6-15 REACTIONS (lb/size) 2=1461/0-5-8, 11=1408/ Mechanical Max Horiz 2=191 (LC 11) Max Uplift 2=-12 (LC 12), 11=-10 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-4=-1767/39, 4-5=-1560/75, 5-6=-1148/98, 6-7=-1219/110, 7-9=-1660/83, 9-11=-1802/48 BOT CHORD 2-18=-131/1299, 16-18=-37/1299, 15-16=0/1264, 13-14=0/0, 12-13=0/24, 11-12=-68/1312 WEBS 4-18=0/97, 4-16=-269/151, 5-16=0/594, 13-15=0/169, 7-15=0/620, 9-12=-198/71, 6-16=-348/128, 6-15=-227/140, 12-15=0/1324, 9-15=-222/165 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 4-3-6, Interior (1) 4-3-6 to 11-4-14, Exterior(2R) 11-4-14 to 18-9-2, Interior (1) 18-9-2 to 21-7-6, Exterior(2R) 21-7-6 to 28-11-10, Interior (1) 28-11-10 to 34-11-0 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 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 2 and 10 lb uplift at joint 11. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) 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 818 Indiana Model I53366844T16 Piggyback Base 1 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:52 Page: 1 ID:hYsqQGX75LAAh81JiW2ujKzqXa6-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 9.512 612 =6x8 =5x8 =2x4 =3x6 =3x4 =3x6 =4x6 =6x8 =4x6 =6x8 =5x8 =2x4 =2x4 =8x12 =3x6 =3x4 =3x10 =3x10 =5x8 =5x6 =3x6 =3x10 =2x4 1 2 20 2125 3 4 24 22 26 23 27 5 6 7 19 18 17 16 15 14 1389 28 10 11 29 12 0-11-0 -0-11-0 1-9-0 34-11-0 3-0-3 13-5-15 3-5-5 6-10-11 4-5-0 28-9-0 4-5-0 33-2-0 3-5-5 3-5-5 4-6-12 24-4-0 3-7-1 10-5-12 6-3-5 19-9-4 0-5-8 0-5-8 1-7-4 34-11-0 3-0-3 13-4-3 2-11-13 3-5-5 3-5-5 10-4-0 3-5-5 6-10-11 4-5-0 28-9-0 4-6-12 33-3-12 6-6-13 19-11-0 0-3-8 20-2-8 4-1-8 24-4-011-11-150-9-130-11-109-1-1211-6-04-11-44-11-44-2-89-1-12Scale = 1:78.4 Plate Offsets (X, Y): [2:0-2-13,0-3-11], [6:0-3-0,Edge], [7:0-1-0,0-1-8], [8:0-6-0,0-1-12], [12:0-3-8,0-1-8], [13:0-4-0,0-1-12], [17:0-3-8,0-2-8], [18:0-3-8,0-1-8], [19:0-4-8,Edge], [21:0-1-12,0-1-0], [23:0-4-0,0-3-12] 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 0.93 Vert(LL) -0.55 20 >759 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.85 Vert(CT) -1.09 20 >382 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.73 15 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 192 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 8-10:2x4 SPF 2100F 1.8E, 1-6:2x6 SP No.2 BOT CHORD 2x4 SPF No.2 *Except* 19-15:2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 19-8:2x4 SPF 1650F 1.5E SLIDER Left 2x6 SPF No.2 -- 2-2-4 BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 8-13. BOT CHORD Rigid ceiling directly applied or 7-11-13 oc bracing. Except: 10-0-0 oc bracing: 19-21 WEBS 1 Row at midpt 7-22 REACTIONS (lb/size) 2=1453/0-5-8, 15=1390/ Mechanical Max Horiz 2=299 (LC 12) Max Uplift 2=-26 (LC 12), 15=-32 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/12, 2-4=-3369/350, 4-5=-3695/403, 5-7=-3388/367, 7-8=-1953/211,8-9=-5755/454, 9-11=-5773/440,11-12=-4942/263, 12-13=-3394/178, 13-14=-1363/43, 14-15=-1395/29 BOT CHORD 2-25=-544/2589, 24-25=-550/2618, 23-24=-533/3193, 22-23=-404/2860, 21-22=-35/79, 20-21=0/8, 19-21=0/124, 9-19=-325/108, 18-19=-274/4942, 17-18=-189/3394, 16-17=-49/1083, 15-16=-9/30 WEBS 8-22=-533/101, 13-16=-439/68, 7-23=-400/2702, 7-22=-2222/402, 14-16=-46/1150, 5-23=-374/129, 4-25=0/88, 4-24=-1/579, 5-24=-38/72, 11-18=-630/125, 11-19=-224/915, 12-18=-161/1712, 12-17=-990/120, 13-17=-154/2551, 19-22=-217/2017, 8-19=-277/4451 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 4-3-6, Interior (1) 4-3-6 to 13-5-15, Exterior(2R) 13-5-15 to 20-10-3, Interior (1) 20-10-3 to 33-2-0, Exterior(2E) 33-2-0 to 34-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 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 26 lb uplift at joint 2 and 32 lb uplift at joint 15. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 818 Indiana Model I53366845T17 Piggyback Base 2 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:53 Page: 1 ID:aUasKMUavtzpL6dHKA7QNrzqYu5-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 9.512 612 =8x10 =5x8 =2x4 =3x6 =3x4 =3x6 =3x4 =6x8 =4x6 =4x5 =5x10 =6x10 =8x10 =2x4 =3x4 =12x16 =3x10 =3x10 =5x8 =5x6 =3x6 =3x10 =2x4 1 2 19 20 24 3 4 23 21 25 22 26 5 6 7 18 17 16 15 14 1389 27 1028 1129 12 0-11-0 -0-11-0 2-9-0 22-9-12 1-9-0 34-11-0 3-0-3 13-5-15 3-5-5 6-10-11 3-7-1 10-5-12 3-5-5 3-5-5 5-1-4 33-2-0 5-3-0 28-0-12 6-6-13 20-0-12 0-5-8 0-5-8 1-7-4 34-11-0 2-9-0 22-11-8 2-11-13 3-5-5 3-3-11 13-7-11 3-5-5 10-4-0 3-5-5 6-10-11 5-1-4 28-0-12 5-3-0 33-3-12 6-6-13 20-2-811-9-60-9-130-11-109-1-1211-6-04-11-44-11-44-2-89-1-12Scale = 1:76.2 Plate Offsets (X, Y):[2:0-8-6,Edge], [7:0-1-0,0-1-8], [8:0-3-4,0-2-0], [9:0-1-8,0-1-8], [12:0-3-8,0-1-8], [13:0-4-0,0-1-12], [17:0-3-8,0-2-8], [18:0-7-12,Edge], [20:0-7-8,0-2-4], [22:0-4-0,0-3-12] 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 1.00 Vert(LL) -0.51 19 >810 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.99 Vert(CT) -1.02 19 >406 180 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.76 15 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 720 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 8-11,11-13:2x4 SPF 1650F 1.5E, 1-6:2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 20-9:2x4 SPF 2100F 1.8E, 18-9:2x4 SPF 1650F 1.5E SLIDER Left 2x6 SPF No.2 -- 2-3-13 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-7-0 max.): 8-13. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-21 WEBS 2 Rows at 1/3 pts 9-20 REACTIONS (lb/size) 2=1449/0-5-8, 15=1385/ Mechanical Max Horiz 2=296 (LC 12) Max Uplift 2=-28 (LC 12), 15=-35 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/6, 2-4=-3219/348, 4-5=-3602/401, 5-7=-3355/370, 7-8=-1875/205, 8-9=-1465/188, 9-10=-5167/312, 10-12=-5255/313, 12-13=-3705/205, 13-14=-1366/44, 14-15=-1399/29 BOT CHORD 2-24=-538/2433, 23-24=-546/2484, 22-23=-526/3121, 21-22=-411/2859, 20-21=-104/1229, 19-20=-2/16, 18-19=0/39, 10-18=-133/45, 17-18=-216/3705, 16-17=-51/1089, 15-16=-9/23 WEBS 8-21=-43/834, 9-21=-123/628, 9-20=-3970/355, 18-20=-264/3653, 12-18=-214/1669, 12-17=-944/137, 13-17=-178/2822, 13-16=-433/74, 7-22=-398/2674, 7-21=-2221/402, 5-22=-321/118, 4-24=-45/52, 4-23=0/640, 5-23=-73/51, 14-16=-48/1165, 9-18=-309/5187 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 4-3-6, Interior (1) 4-3-6 to 13-5-15, Exterior(2R) 13-5-15 to 20-10-3, Interior (1) 20-10-3 to 33-2-0, Exterior(2E) 33-2-0 to 34-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 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 28 lb uplift at joint 2 and 35 lb uplift at joint 15. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 818 Indiana Model I53366846T18 Piggyback Base 4 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:53 Page: 1 ID:GxKVevXj0oBH1bkfS1d_SUzqYos-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 9.512 612 =5x8 =4x5 =3x6 =3x4 =3x6 =3x4 =5x6 =3x10 =4x5 =5x8 =3x10 =5x6 =3x4 =3x4 =8x10 =5x6 =3x4 =3x4 =5x6 =3x4 =3x10 1 2 23 24 28 3 4 27 25 42 26 43 5 6 7 22 21 20 19 18 17 16 15 14 1389441045114612 0-11-0 -0-11-0 2-9-0 22-9-12 1-9-0 34-11-0 3-0-3 13-5-15 3-5-5 6-10-11 3-7-1 10-5-12 3-5-5 3-5-5 5-1-4 33-2-0 5-3-0 28-0-12 6-6-13 20-0-12 0-5-8 0-5-8 1-7-4 34-11-0 2-9-0 22-11-8 2-11-13 3-5-5 3-3-11 13-7-11 3-5-5 10-4-0 3-5-5 6-10-11 5-1-4 28-0-12 5-3-0 33-3-12 6-6-13 20-2-811-9-60-9-130-11-109-1-1211-6-04-11-44-11-44-2-89-1-12Scale = 1:74.9 Plate Offsets (X, Y):[2:0-3-9,0-1-14], [8:0-3-4,0-2-0], [11:0-3-0,0-3-0], [13:0-4-0,0-1-12], [22:0-4-12,0-2-12], [24:0-4-0,0-2-8], [29:0-1-12,0-1-0], [40:0-1-12,0-1-0] 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 0.80 Vert(LL) -0.09 26-27 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.50 Vert(CT) -0.19 26-27 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.08 22 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 259 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 15-14:2x6 SP No.2 OTHERS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -- 2-3-13 BRACING TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-13. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-24 REACTIONS (lb/size) 2=876/0-5-8, 15=-93/11-11-8,16=265/11-11-8, 17=15/11-11-8, 18=47/11-11-8, 19=213/11-11-8,20=20/11-11-8, 21=27/11-11-8,22=1457/11-11-8 Max Horiz 2=296 (LC 12) Max Uplift 15=-124 (LC 25), 16=-27 (LC 13), 19=-107 (LC 8), 22=-194 (LC 12) Max Grav 2=876 (LC 25), 15=29 (LC 9), 16=265 (LC 1), 17=32 (LC 3), 18=94 (LC 3), 19=273 (LC 26), 20=25 (LC 3), 21=87 (LC 3), 22=1457 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/6, 2-4=-1788/239, 4-5=-1784/258, 5-7=-1421/218, 7-8=-654/108, 8-9=-481/110, 9-10=-175/1027, 10-12=-171/986, 12-13=-42/301, 13-14=-20/157, 14-15=-22/134 BOT CHORD 2-28=-453/1361, 27-28=-459/1391, 26-27=-400/1536, 25-26=-278/1174, 24-25=-26/103, 23-24=-1/0, 22-23=0/26, 10-22=-175/45, 21-22=-301/73, 20-21=-301/73, 19-20=-301/73, 18-19=-74/30, 17-18=-74/30, 16-17=-74/30, 15-16=-11/8 WEBS 8-25=0/191, 9-25=-128/690, 9-24=-137/90, 22-24=-27/213, 12-22=-737/139, 12-19=-161/150, 13-19=-249/46, 13-16=-185/45, 7-26=-289/1289, 7-25=-1144/318, 5-26=-375/122, 4-28=-3/82, 4-27=0/190, 5-27=0/151, 14-16=-92/28, 9-22=-1339/254 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 4-3-6, Interior (1) 4-3-6 to 13-5-15, Exterior(2R) 13-5-15 to 20-10-3, Interior (1) 20-10-3 to 33-2-0, Exterior(2E) 33-2-0 to 34-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 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) Bearing at joint(s) 2 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 194 lb uplift at joint 22, 124 lb uplift at joint 15, 107 lb uplift at joint 19 and 27 lb uplift at joint 16. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 818 Indiana Model I53366847T19 Piggyback Base 1 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:54 Page: 1 ID:GxKVevXj0oBH1bkfS1d_SUzqYos-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 9.512 =3x4 =4x5 =3x6 =3x6 =3x4 =4x5 =3x10 =3x4 =3x10 =4x5 =3x4 =3x6 =3x6 =2x4 =3x4 =3x4 =3x10 17 16 15 14 13 12 11 10 1 2 9 22211883 7 4 619 205 0-11-0 -0-11-0 5-1-4 16-6-2 5-1-4 21-7-6 5-8-7 11-4-14 6-6-1 28-1-7 5-8-7 5-8-7 6-9-9 34-11-0 5-8-7 5-8-7 5-10-3 11-6-10 6-7-13 28-1-7 6-9-9 34-11-0 9-11-0 21-5-1011-6-02-5-100-11-100-3-80-3-811-2-811-6-0Scale = 1:74.8 Plate Offsets (X, Y):[2:0-2-0,0-1-12], [4:0-3-4,0-2-0], [6:0-3-4,0-2-0], [10:0-7-3,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.22 13-14 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.70 Vert(CT) -0.47 13-14 >888 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.06 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 192 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 -- 4-5-3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purlins, except end verticals, and2-0-0 oc purlins (5-6-14 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-13, 3-14, 5-14, 5-13 REACTIONS (lb/size) 10=1390/ Mechanical, 17=1456/0-3-8 Max Horiz 17=-232 (LC 10) Max Uplift 10=-12 (LC 13), 17=-14 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-3=-1376/46, 3-4=-1347/105, 4-5=-969/124, 5-6=-1045/133,6-8=-1451/111, 8-10=-1823/45, 2-17=-1399/45 BOT CHORD 16-17=-196/243, 14-16=-52/1004, 13-14=0/1076, 11-13=0/1296, 10-11=0/1296 WEBS 4-14=-17/479, 6-13=-5/501, 8-13=-390/160, 8-11=0/245, 2-16=0/1029, 3-14=-146/143, 3-16=-291/39, 5-14=-355/127, 5-13=-202/153 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-11-12 to 6-2-2, Interior (1) 6-2-2 to 13-3-10, Exterior(2R) 13-3-10 to 20-7-14, Interior (1) 20-7-14 to 23-6-2, Exterior(2R) 23-6-2 to 30-10-6, Interior (1) 30-10-6 to 36-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 17 and 12 lb uplift at joint 10. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 818 Indiana Model I53366848T20 Piggyback Base 9 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:55 Page: 1 ID:N3oB4ZwSfachyo5hMGVdrgzqXPG-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 9.512 =4x6 =3x4 =3x6 =4x5 =3x10 =3x6 =3x4 =3x4 =3x4 =3x10 =4x5 =3x4 =3x6 =4x5 =3x10 30 29 28 27 26 25 24 23 22 2120 19 18 17 16 1514 13 12 11 1091 2 878683837 4 84 5 85 6 0-11-0 -0-11-0 5-1-4 16-6-2 5-1-4 21-7-6 5-8-7 11-4-14 6-6-1 28-1-7 5-8-7 5-8-7 6-9-9 34-11-0 0-0-14 11-6-10 0-7-10 22-1-4 5-8-7 5-8-7 5-9-5 11-5-12 6-0-3 28-1-7 6-9-9 34-11-0 9-11-0 21-5-102-5-100-11-1011-6-0Scale = 1:75.7 Plate Offsets (X, Y):[2:0-2-14,0-2-0], [4:0-3-4,0-2-0], [5:0-1-12,0-1-8], [6:0-3-4,0-2-0], [10:0-7-3,Edge], [76:0-1-12,0-1-0], [78:0-1-10,0-1-0] 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 0.45 Vert(LL) -0.16 21-24 >793 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.58 Vert(CT) -0.33 21-24 >388 180 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.01 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 641 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 -- 1-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-24, 6-21, 3-24, 5-24 REACTIONS (lb/size) 10=324/12-11-8, 11=148/12-11-8,12=-29/12-11-8, 13=43/12-11-8, 14=14/12-11-8, 15=536/12-11-8,16=28/12-11-8, 17=16/12-11-8,18=67/12-11-8, 19=-164/12-11-8, 20=194/0-3-8, 24=1044/11-7-8, 25=-134/11-7-8, 26=87/11-7-8, 27=-6/11-7-8, 28=320/11-7-8, 29=59/11-7-8, 30=297/11-7-8, 79=324/12-11-8 Max Horiz 30=-228 (LC 10) Max Uplift 10=-68 (LC 13), 11=-67 (LC 13), 12=-35 (LC 20), 19=-166 (LC 26), 20=-140 (LC 13), 25=-250 (LC 3), 27=-10 (LC 3), 28=-69 (LC 12), 30=-42 (LC 13), 79=-68 (LC 13) Max Grav 10=326 (LC 26), 11=163 (LC 20), 12=55 (LC 13), 13=63 (LC 3),14=39 (LC 3), 15=541 (LC 26),16=52 (LC 3), 17=45 (LC 3), 18=87 (LC 3), 19=16 (LC 13), 20=197 (LC26), 24=1044 (LC 1), 25=-71 (LC 13), 26=168 (LC 3), 27=-2 (LC 12), 28=325 (LC 19), 29=133 (LC 3), 30=297 (LC 1), 79=326 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-3=-192/87, 3-4=-143/148, 4-5=-87/134, 5-6=-271/146, 6-8=-484/126, 8-10=-362/263, 2-30=-285/55 BOT CHORD 29-30=-202/224, 28-29=-202/224, 27-28=-103/146, 26-27=-103/146, 25-26=-103/146, 24-25=-103/146, 21-24=-32/239, 20-21=-32/209, 19-20=-32/209, 18-19=-32/209, 17-18=-32/209, 16-17=-32/209, 15-16=-32/209, 14-15=-32/209, 13-14=-32/209, 12-13=-32/209, 11-12=-32/209, 10-11=-32/209 WEBS 4-24=-284/50, 6-21=-99/94, 8-21=-39/255, 8-15=-532/0, 3-24=-125/117, 2-28=-92/116, 3-28=-262/72, 5-24=-501/48, 5-21=0/255 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) 0-11-12 to 6-2-2, Interior (1) 6-2-2 to 13-3-10, Exterior(2R) 13-3-10 to 20-7-14, Interior (1)20-7-14 to 23-6-2, Exterior(2R) 23-6-2 to 30-10-6, Interior (1) 30-10-6 to 36-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-Cfor members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 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 42 lb uplift at joint 30, 69 lb uplift at joint 28, 68 lb uplift at joint 10, 166 lbuplift at joint 19, 35 lb uplift at joint 12, 67 lb uplift at joint 11, 250 lb uplift at joint 25, 10 lb uplift at joint 27, 140 lb uplift at joint 20 and 68 lb uplift at joint 10. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 818 Indiana Model I53366849T21 Piggyback Base Structural Gable 1 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:55 Page: 1 ID:5o_FtQgjHJI2mAFPRa5xpXzqXOJ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =5x6 =3x6 =4x5 =4x5 =3x10 =4x5 =3x6 =2x4 1 711 10 9 8 62 12 15 531314 4 0-11-0 16-10-8 0-11-0 -0-11-0 3-11-13 3-11-13 3-11-13 15-11-8 3-11-15 7-11-12 3-11-15 11-11-11 7-11-12 7-11-12 7-11-12 15-11-89-3-111-1-159-1-11Scale = 1:57.3 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 0.16 Vert(LL) -0.08 8-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.16 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 86 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 11-2:2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 8=687/0-3-8, 11=692/0-3-8 Max Horiz 11=-190 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/49, 2-3=-212/99, 3-4=-504/121, 4-5=-504/122, 5-6=-224/97, 6-7=0/45, 2-11=-270/90, 6-8=-274/89 BOT CHORD 9-11=-42/425, 8-9=0/373 WEBS 4-9=-85/394, 3-9=-150/148, 3-11=-460/8, 5-9=-158/150, 5-8=-449/5 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-11-0 to 4-3-6, Interior (1) 4-3-6 to 7-11-12, Exterior(2R) 7-11-12 to 13-2-2, Interior (1) 13-2-2 to 16-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 818 Indiana Model I53366850T22 Common 2 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:56 Page: 1 ID:l?OmNDFuRZoS_Imbcbyfd9zqXMG-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x4 =2x4 1 3 2 0-3-7 1-10-9 0-7-14 1-7-2 0-11-4 0-11-4 1-10-90-11-80-0-40-7-14Scale = 1:25.9 Plate Offsets (X, Y):[2:0-2-0,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 0.01 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horiz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 4 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 1-11-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=49/1-10-9, 3=49/1-10-9 Max Horiz 1=-11 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-36/23, 2-3=-36/25 BOT CHORD 1-3=-2/19 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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 818 Indiana Model I53366851V01 Valley 1 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:56 Page: 1 ID:ivDAVjyHycRxIR9uXShb6_yuaDx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x4 =2x4 31 2 0-3-7 3-8-11 1-6-15 3-5-4 1-10-5 1-10-5 3-8-111-10-90-0-41-6-15Scale = 1:24.5 Plate Offsets (X, Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horiz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 9 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 3-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=122/3-8-11, 3=122/3-8-11 Max Horiz 1=-28 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-91/47, 2-3=-91/58 BOT CHORD 1-3=-5/49 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) 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 818 Indiana Model I53366852V03 Valley 1 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:56 Page: 1 ID:ivDAVjyHycRxIR9uXShb6_yuaDx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 912 =2x4 =3x4 =2x4 =2x4 1 4 3 2 0-6-0 3-6-8 3-0-8 3-0-8 3-6-82-3-100-0-41-11-2Scale = 1:27.4 Plate Offsets (X, Y):[2:0-2-0,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 0.07 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horiz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=119/3-6-8, 4=119/3-6-8 Max Horiz 1=53 (LC 9) Max Uplift 4=-12 (LC 12) Max Grav 1=119 (LC 1), 4=120 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-80/22, 2-3=-69/62, 3-4=-81/76 BOT CHORD 1-4=-37/46 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 12 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 818 Indiana Model I53366853V04 Valley 1 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:57 Page: 1 ID:A5mYj3zvjwZowbk459CqeCyuaDw-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =4x5 =2x4 =2x4 1 4 3 2 0-3-7 5-0-9 2-2-14 4-9-2 2-6-4 2-6-4 5-0-92-6-80-0-42-2-14Scale = 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 0.09 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horiz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 15 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=105/5-0-9, 3=105/5-0-9, 4=141/5-0-9 Max Horiz 1=-40 (LC 8) Max Uplift 1=-12 (LC 13), 3=-12 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-73/38, 2-3=-69/48 BOT CHORD 1-4=-10/33, 3-4=-10/33 WEBS 2-4=-86/42 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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 12 lb uplift at joint 1 and 12 lb uplift at joint 3. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 818 Indiana Model I53366854V05 Valley 1 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:57 Page: 1 ID:A5mYj3zvjwZowbk459CqeCyuaDw-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 912 =2x4 =4x5 =3x6 =2x4 4 1 3 2 0-6-0 5-7-14 5-1-13 5-1-13 5-7-143-10-100-0-43-6-2Scale = 1:33.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.25 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horiz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 21 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=197/5-7-14, 4=208/5-7-14 Max Horiz 1=97 (LC 9) Max Uplift 4=-26 (LC 12) Max Grav 1=197 (LC 1), 4=215 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-124/100, 2-3=-58/66, 3-4=-40/42 BOT CHORD 1-4=-43/47 WEBS 2-4=-182/167 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 26 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 818 Indiana Model I53366855V06 Valley 1 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:57 Page: 1 ID:A5mYj3zvjwZowbk459CqeCyuaDw-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =4x5 =2x4 1 4 3 2 0-3-7 6-10-11 3-1-15 6-7-4 3-5-5 3-5-5 6-10-113-5-90-0-43-1-15Scale = 1:30.7 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 0.17 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 0.02 Horiz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 21 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=149/6-10-11, 3=149/6-10-11, 4=201/6-10-11 Max Horiz 1=57 (LC 9) Max Uplift 1=-17 (LC 13), 3=-17 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-103/48, 2-3=-98/61 BOT CHORD 1-4=-14/47, 3-4=-14/47 WEBS 2-4=-123/50 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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 17 lb uplift at joint 1 and 17 lb uplift at joint 3. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 818 Indiana Model I53366856V06A Valley 1 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:57 Page: 1 ID:A5mYj3zvjwZowbk459CqeCyuaDw-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =4x5 =2x4 =2x4 3 4 1 2 0-3-7 8-2-9 3-9-14 7-11-2 4-1-4 4-1-4 8-2-94-1-80-0-43-9-14Scale = 1:33.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.24 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 0.04 Horiz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 26 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=180/8-2-9, 3=180/8-2-9, 4=243/8-2-9 Max Horiz 1=69 (LC 9) Max Uplift 1=-21 (LC 13), 3=-21 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-125/55, 2-3=-119/67 BOT CHORD 1-4=-17/57, 3-4=-17/57 WEBS 2-4=-149/53 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 21 lb uplift at joint 1 and 21 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 818 Indiana Model I53366857V08 Valley 1 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:57 Page: 1 ID:A5mYj3zvjwZowbk459CqeCyuaDw-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =4x5 =2x4 =2x4 1 4 3 2 0-3-7 10-0-11 4-8-15 9-9-4 5-0-5 5-0-5 10-0-115-0-90-0-44-8-15Scale = 1:38.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.38 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 0.07 Horiz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 32 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=225/10-0-11, 3=225/10-0-11, 4=303/10-0-11 Max Horiz 1=-86 (LC 8) Max Uplift 1=-26 (LC 13), 3=-26 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-156/68, 2-3=-148/75 BOT CHORD 1-4=-21/71, 3-4=-21/71 WEBS 2-4=-185/54 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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 26 lb uplift at joint 1 and 26 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 818 Indiana Model I53366858V10 Valley 1 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:58 Page: 1 ID:A5mYj3zvjwZowbk459CqeCyuaDw-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =2x4 =2x4 =4x5 =2x4 =2x4 =2x4 =3x4 8 7 6 51 2 4 3 0-3-7 11-4-9 5-4-14 11-1-2 5-8-4 5-8-4 11-4-95-8-80-0-45-4-14Scale = 1:44.8 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 0.10 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horiz(TL) 0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 39 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=5/11-4-9, 5=5/11-4-9, 6=317/11-4-9, 7=212/11-4-9,8=317/11-4-9 Max Horiz 1=-98 (LC 10) Max Uplift 1=-68 (LC 10), 5=-51 (LC 11), 6=-151 (LC 13), 8=-151 (LC 12) Max Grav 1=111 (LC 12), 5=99 (LC 13), 6=340 (LC 20), 7=213 (LC 3), 8=340 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-159/101, 2-3=-150/78, 3-4=-148/88, 4-5=-126/77 BOT CHORD 1-8=-32/80, 7-8=-32/80, 6-7=-32/80, 5-6=-32/80 WEBS 3-7=-127/0, 2-8=-275/268, 4-6=-275/208 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 68 lb uplift at joint 1, 51 lb uplift at joint 5, 151 lb uplift at joint 8 and 151 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 818 Indiana Model I53366859V11 Valley 1 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:58 Page: 1 ID:A5mYj3zvjwZowbk459CqeCyuaDw-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =2x4 =2x4 =4x5 =2x4 =2x4 =2x4 =3x4876 51 129 42 10 11 3 0-3-7 13-2-11 6-3-15 12-11-4 6-7-5 6-7-5 13-2-116-7-90-0-46-3-15Scale = 1:45.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horiz(TL) 0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 47 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=90/13-2-11, 5=90/13-2-11, 6=298/13-2-11, 7=229/13-2-11,8=298/13-2-11 Max Horiz 1=115 (LC 9) Max Uplift 1=-27 (LC 8), 5=-7 (LC 9), 6=-135 (LC 13), 8=-135 (LC 12) Max Grav 1=120 (LC 20), 5=109 (LC 22), 6=324 (LC 20), 7=229 (LC 1), 8=324 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-132/97, 2-3=-152/106, 3-4=-147/98, 4-5=-117/69 BOT CHORD 1-8=-37/93, 7-8=-37/93, 6-7=-37/93, 5-6=-37/93 WEBS 3-7=-145/0, 2-8=-254/212, 4-6=-254/212 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) 0-4-4 to 5-6-10, Interior (1) 5-6-10 to 6-7-9, Exterior(2R) 6-7-9 to 11-10-0, Interior (1) 11-10-0 to 12-10-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 1, 7 lb uplift at joint 5, 135 lb uplift at joint 8 and 135 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 818 Indiana Model I53366860V13 Valley 1 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:58 Page: 1 ID:A5mYj3zvjwZowbk459CqeCyuaDw-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =2x4 =2x4 =4x5 =2x4 =2x4 =2x4 =3x4 1 8 7 6 5 9 12 42 10 11 3 0-3-7 14-6-9 6-11-14 14-3-2 7-3-4 7-3-4 14-6-97-3-80-0-46-11-14Scale = 1:48.7 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 0.16 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horiz(TL) 0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 53 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=120/14-6-9, 5=120/14-6-9, 6=323/14-6-9, 7=224/14-6-9,8=323/14-6-9 Max Horiz 1=128 (LC 9) Max Uplift 1=-20 (LC 8), 6=-143 (LC 13), 8=-144 (LC 12) Max Grav 1=147 (LC 20), 5=130 (LC 19), 6=350 (LC 20), 7=224 (LC 1), 8=350 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-145/104, 2-3=-153/108, 3-4=-147/101, 4-5=-129/73 BOT CHORD 1-8=-43/105, 7-8=-43/105, 6-7=-43/105, 5-6=-43/105 WEBS 3-7=-143/0, 2-8=-270/202, 4-6=-270/201 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) 0-4-4 to 5-6-10, Interior (1) 5-6-10 to 7-3-8, Exterior(2R) 7-3-8 to 12-5-15, Interior (1) 12-5-15 to 14-2-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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 20 lb uplift at joint 1, 144 lb uplift at joint 8 and 143 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 818 Indiana Model I53366861V14 Valley 1 122002460 Job Reference (optional) Carter Lumber (Mason), Mason, OH - 45040, Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Thu Jul 28 13:12:58 Page: 1 ID:eIKxwPzXUDhfYkJHftj3BPyuaDv-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 29,2022 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4-6 W3-6W3-7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 654321BOTTOM 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 System General 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