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Home My WebLink AboutI40042958.20_Copper_Run16023 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 ProBuild (CarterLee Bldg Components). January 28,2020 Liu, Xuegang Pages or sheets covered by this seal: I40042958 thru I40043022 My license renewal date for the state of Indiana is July 31, 2020. 20_Copper_Run 20 Copper Run 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss GE01 Truss Type GABLE Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40042958 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-2DBFgvQrTzRgENferHoWrB?_VYiCng8MuE?8?uzr5TM Scale = 1:46.7 Sheet FrontFull Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 27 2x4 2x4 3x4 2x4 3x4 3x4 2x4 6x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-11-019-11-0 -1-0-0 1-0-0 7-7-14 7-7-14 12-3-2 4-7-4 19-11-0 7-7-14 20-11-0 1-0-0 1-3-07-5-137-7-91-3-07-5-1310.00 12 Plate Offsets (X,Y)-- [6:0-2-0,Edge], [9:0-3-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.12 0.06 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 14 14 15 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 297 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-9. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 19-11-0. (lb) - Max Horz 26=156(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 26, 15, 20, 22, 23, 25, 18, 17, 16 Max Grav All reactions 250 lb or less at joint(s) 26, 15, 19, 20, 21, 22, 23, 25, 18, 17, 16 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-14) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 2-3-2, Exterior(2N) 2-3-2 to 4-7-14, Corner(3R) 4-7-14 to 15-3-2, Exterior(2N) 15-3-2 to 17-11-0, Corner(3E) 17-11-0 to 20-11-0 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) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 15, 20, 22, 23, 25, 18, 17, 16. 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. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss GE02 Truss Type GABLE Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40042959 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-XPldtFQTEGZXsXEqP?JlNOX8Ny0JW8UW7ulhXKzr5TL Scale = 1:19.4 Sheet Front Full Sheathing1 Ply 7/16OSB8 1 2 3 4 5 8 7 6 9 10 3x6 4x6 3x6 2x4 8-6-08-6-0 -1-0-0 1-0-0 4-3-0 4-3-0 8-6-0 4-3-0 9-6-0 1-0-0 0-9-02-2-00-9-04.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.17 0.13 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 0.00 (loc) 5 5 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=269/8-6-0, 6=269/8-6-0, 7=257/8-6-0 Max Horz 8=10(LC 10) Max Uplift 8=-52(LC 6), 6=-52(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 2-0-0, Corner(3R) 2-0-0 to 6-6-0, Corner(3E) 6-6-0 to 9-6-0 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) 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss GE05 Truss Type GABLE Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40042960 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-TotOIxSjmuqF5qNDWQLDSpcVEmkU_17obCEobDzr5TJ Scale = 1:41.8 Sheet Front Full Sheathing1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 2x4 2x4 4x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-7-019-7-0 -1-0-0 1-0-0 9-9-8 9-9-8 19-7-0 9-9-8 20-7-0 1-0-0 0-11-05-9-120-11-06.00 12 Plate Offsets (X,Y)-- [22:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.08 0.02 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 205 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 19-7-0. (lb) - Max Horz 25=-65(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 25, 14, 20, 21, 23, 24, 18, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 25, 14, 19, 20, 21, 23, 24, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 1-9-8, Exterior(2N) 1-9-8 to 6-9-8, Corner(3R) 6-9-8 to 12-9-8, Exterior(2N) 12-9-8 to 17-7-0, Corner(3E) 17-7-0 to 20-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 14, 20, 21, 23, 24, 18, 17, 16, 15. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss GE06 Truss Type GABLE Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40042961 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-x_RmWHTLXBy6j_yP47tS?19fE94VjU6ypszL8fzr5TI Scale: 3/8"=1' Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 12 11 10 9 8 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-6-08-6-0 -1-0-0 1-0-0 4-3-0 4-3-0 8-6-0 4-3-0 9-6-0 1-0-0 1-3-04-9-81-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.04 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 7 7 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 8-6-0. (lb) - Max Horz 12=-105(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 12, 8, 11, 9 Max Grav All reactions 250 lb or less at joint(s) 12, 8, 10, 11, 9 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 2-3-0, Corner(3R) 2-3-0 to 6-3-0, Corner(3E) 6-3-0 to 9-6-0 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) 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8, 11, 9. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss GE07 Truss Type GABLE Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40042962 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-PB?8jcT_IV4zL8XcerOhYEioMZIGStk52Wjvg5zr5TH Scale = 1:61.2 Sheet Back Right Option 9-3-14 1 Ply 7/16OSB8 1 2 3 4 5 6 7 18 17 15 14 13 12 11 10 9 8 34 35 16 4x6 3x4 3x6 4x8 3x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-2-8 8-2-8 9-6-0 1-3-8 9-8-2 0-2-2 19-0-0 9-3-14 -1-0-0 1-0-0 4-1-1 4-1-1 4-10-4 0-9-3 9-6-0 4-7-12 14-1-12 4-7-12 19-0-0 4-10-4 20-0-0 1-0-0 1-3-09-2-01-3-010.00 12 Plate Offsets (X,Y)-- [26:0-1-11,0-0-0], [28:0-1-11,0-0-0], [30:0-1-11,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.30 0.45 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.21 0.00 (loc) 16-18 16-18 8 l/defl >942 >476 n/a L/d 240 180 n/a PLATES MT20 Weight: 253 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-18,6-8: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 16-18,15-16. WEBS 1 Row at midpt 4-15 REACTIONS.All bearings 10-9-8 except (jt=length) 18=0-3-8, 16=0-3-8. (lb) - Max Horz 18=184(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 18, 8, 9 except 15=-190(LC 11) Max Grav All reactions 250 lb or less at joint(s) 14, 13, 12, 11, 10, 9 except 18=349(LC 23), 15=634(LC 1), 8=370(LC 24), 16=486(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-273/81, 6-8=-295/80 WEBS 4-15=-465/0, 3-15=-261/149, 5-15=-255/152 NOTES-(9-10) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-6-0, Exterior(2R) 6-6-0 to 12-6-0, Interior(1) 12-6-0 to 17-0-0, Exterior(2E) 17-0-0 to 20-0-0 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) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 8, 9 except (jt=lb) 15=190. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss J01 Truss Type JACK-OPEN Qty 2 Ply 1 20 Copper Run Job Reference (optional) I40042963 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-tNZWwyUc2pCqzI6oBYvw4SE0Zzl7BPCFHASSCXzr5TG Scale = 1:11.2 1 2 5 3 43x8 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-10-01-8-01-3-91-8-05.00 12 Plate Offsets (X,Y)-- [2:0-0-8,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.08 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=161/0-3-8, 3=39/Mechanical, 4=16/Mechanical Max Horz 5=30(LC 7) Max Uplift 5=-24(LC 6), 3=-18(LC 10), 4=-5(LC 7) Max Grav 5=161(LC 1), 3=39(LC 1), 4=35(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss J02 Truss Type JACK-OPEN Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40042964 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-LZ6u8IVEp6KhaSh_lGQ9dfnAzN5JwsROVqC0k_zr5TF Scale = 1:9.9 1 2 5 3 4 3x8 2-2-92-2-9 -1-7-3 1-7-3 2-2-9 2-2-9 0-10-01-4-151-0-151-4-153.12 12 Plate Offsets (X,Y)-- [2:0-0-5,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=227/0-4-11, 3=27/Mechanical, 4=13/Mechanical Max Horz 5=25(LC 6) Max Uplift 5=-71(LC 6), 3=-12(LC 10), 4=-4(LC 7) Max Grav 5=227(LC 1), 3=27(LC 1), 4=36(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss J03 Truss Type Jack-Open Qty 4 Ply 1 20 Copper Run Job Reference (optional) I40042965 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-LZ6u8IVEp6KhaSh_lGQ9dfnBvN54wsROVqC0k_zr5TF Scale = 1:13.8 1 2 5 3 42x4 2x4 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-0-02-2-07.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.10 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=161/0-3-8, 3=39/Mechanical, 4=17/Mechanical Max Horz 5=39(LC 10) Max Uplift 3=-25(LC 10) Max Grav 5=161(LC 1), 3=43(LC 17), 4=36(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss J04 Truss Type Jack-Open Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40042966 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-pmgHLeWsaQSXCcGBJzxO9tKKpnR6fJhYkUxZHQzr5TE Scale = 1:13.7 1 2 5 3 42x4 3x6 1-10-81-9-15 -1-8-15 1-8-15 1-10-8 1-10-8 1-3-02-1-125.74 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.22 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=239/0-5-1, 3=3/Mechanical, 4=9/Mechanical Max Horz 5=41(LC 7) Max Uplift 5=-14(LC 10), 3=-16(LC 10) Max Grav 5=239(LC 1), 3=5(LC 17), 4=31(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss J05 Truss Type Jack-Open Qty 22 Ply 1 20 Copper Run Job Reference (optional) I40042967 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-IyEfZ_WULkaOqlrNtgSdi4sTEAk_Omxhz8h6pszr5TD Scale = 1:26.0 1 2 5 3 4 4x6 3x6 4-0-04-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-3-04-7-04-1-34-7-010.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.37 0.21 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=229/0-3-8, 3=102/Mechanical, 4=42/Mechanical Max Horz 5=102(LC 10) Max Uplift 3=-71(LC 10) Max Grav 5=229(LC 1), 3=111(LC 17), 4=74(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss J06 Truss Type Jack-Open Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40042968 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-IyEfZ_WULkaOqlrNtgSdi4sWNAnjOmxhz8h6pszr5TD Scale = 1:13.7 1 2 5 3 4 2x4 3x4 2-0-101-11-9 -1-6-13 1-6-13 2-0-10 2-0-10 1-2-02-1-125.74 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.17 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=19/Mechanical, 5=220/0-6-2, 4=12/Mechanical Max Horz 5=37(LC 9) Max Uplift 3=-18(LC 10), 5=-12(LC 10) Max Grav 3=19(LC 1), 5=220(LC 1), 4=34(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss J07 Truss Type Jack-Open Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40042969 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-m8o1mKX661iFRvQZQOzsFIPgJa7a7DBqCoQgLJzr5TC Scale = 1:13.7 1 2 5 3 42x4 3x6 1-10-81-9-15 -1-8-15 1-8-15 1-10-8 1-10-8 1-3-02-1-125.74 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.22 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=239/0-5-1, 4=9/Mechanical, 3=3/Mechanical Max Horz 5=41(LC 7) Max Uplift 5=-14(LC 10), 3=-16(LC 10) Max Grav 5=239(LC 1), 4=31(LC 3), 3=5(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss J08 Truss Type Jack-Open Qty 4 Ply 1 20 Copper Run Job Reference (optional) I40042970 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-m8o1mKX661iFRvQZQOzsFIPgea5B7DLqCoQgLJzr5TC Scale = 1:26.0 1 2 5 4 3 2x4 3x4 3x4 4-0-04-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-3-04-7-04-1-34-7-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.20 0.15 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=230/0-3-8, 3=105/Mechanical, 4=39/Mechanical Max Horz 5=102(LC 10) Max Uplift 3=-63(LC 10), 4=-4(LC 10) Max Grav 5=230(LC 1), 3=111(LC 17), 4=78(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss J09 Truss Type Jack-Open Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40042971 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-EKMP_gYktLq633?l_5V5nVyr3_SpsgR_QSADtlzr5TB Scale = 1:13.7 1 2 5 3 42x4 3x6 1-10-81-9-15 -1-8-15 1-8-15 1-10-8 1-10-8 1-3-02-1-125.74 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.22 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=239/0-5-1, 4=9/Mechanical, 3=3/Mechanical Max Horz 5=41(LC 7) Max Uplift 5=-14(LC 10), 3=-16(LC 10) Max Grav 5=239(LC 1), 4=31(LC 3), 3=5(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss M01 Truss Type MONOPITCH Qty 4 Ply 1 20 Copper Run Job Reference (optional) I40042972 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-iXwnB0ZNefyzhDZyYp0KKjU_fOl9b7r7f5vmQBzr5TA Scale = 1:17.5 1 2 3 5 4 2x4 3x6 2x4 5-5-05-5-0 -1-0-0 1-0-0 5-5-0 5-5-0 0-9-02-6-110-3-84.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.36 0.24 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.07 0.00 (loc) 4-5 4-5 l/defl >999 >827 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=281/0-3-8, 4=197/0-1-8 Max Horz 5=56(LC 6) Max Uplift 5=-63(LC 6), 4=-54(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 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 100 lb uplift at joint(s) 5, 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss M02 Truss Type MONOPITCH Qty 5 Ply 1 20 Copper Run Job Reference (optional) I40042973 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-iXwnB0ZNefyzhDZyYp0KKjU2UOnfb7B7f5vmQBzr5TA Scale = 1:12.3 1 2 3 5 4 2x4 3x6 2x4 3-5-03-5-0 -1-0-0 1-0-0 3-5-0 3-5-0 0-9-01-10-110-3-84.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.12 0.08 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=206/0-3-8, 4=112/0-1-8 Max Horz 5=38(LC 6) Max Uplift 5=-51(LC 6), 4=-32(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 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 100 lb uplift at joint(s) 5, 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss T01 Truss Type Hip Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40042974 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-AjUAOMa?Py4qIN886WXZsw17yo0lKQdHulfKydzr5T9 Scale = 1:49.9 1 2 3 4 5 6 7 12 11 10 9 8 13 14 3x4 4x8 4x8 4x8 3x8 3x8 3x4 3x4 3x4 4x8 3x4 9-0-119-0-11 10-10-51-9-10 19-11-09-0-11 4-7-9 4-7-9 9-0-11 4-5-1 10-10-5 1-9-10 15-3-7 4-5-1 19-11-0 4-7-9 20-11-0 1-0-0 1-3-08-7-138-9-91-3-08-7-1310.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-4], [4:0-4-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.45 0.54 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.32 0.02 (loc) 8-9 8-9 8 l/defl >999 >736 n/a L/d 240 180 n/a PLATES MT20 Weight: 95 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-12,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.(lb/size)12=783/0-3-8, 8=856/0-3-8 Max Horz 12=-171(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-709/97, 3-4=-472/106, 4-5=-706/95, 5-6=-264/69, 6-8=-310/77 BOT CHORD 10-12=-28/593, 9-10=0/472, 8-9=0/565 WEBS 3-10=-27/255, 2-12=-654/27, 5-8=-637/3 NOTES-(8-9) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-6-6, Exterior(2R) 4-6-6 to 15-4-10, Interior(1) 15-4-10 to 17-11-0, Exterior(2E) 17-11-0 to 20-11-0 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss T02 Truss Type Common Qty 4 Ply 1 20 Copper Run Job Reference (optional) I40042975 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-ev1YchadAGChwXjKfE2oP8aIOBJY3sLQ6POtU4zr5T8 Scale = 1:58.7 1 2 3 4 5 9 8 7 6 10 11 3x4 4x6 3x4 3x8 MT18HS 3x8 3x4 3x4 4x8 4x8 9-11-89-11-8 19-11-09-11-8 5-1-0 5-1-0 9-11-8 4-10-8 14-10-0 4-10-8 19-11-0 5-1-0 1-3-09-6-91-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.76 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.37 0.02 (loc) 6-7 6-7 6 l/defl >999 >633 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 84 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=785/Mechanical, 6=785/0-3-8 Max Horz 9=-174(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-269/53, 2-3=-686/88, 3-4=-686/88, 4-5=-269/53, 1-9=-251/52, 5-6=-251/52 BOT CHORD 7-9=-45/602, 6-7=0/572 WEBS 3-7=-28/508, 2-9=-628/18, 4-6=-628/18 NOTES-(8-9) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-11-8, Exterior(2R) 6-11-8 to 12-11-8, Interior(1) 12-11-8 to 16-9-4, Exterior(2E) 16-9-4 to 19-9-4 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearings are assumed to be: , Joint 6 SPF No.2 crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss T03 Truss Type Common Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40042976 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-66bwp1bFxaKYYgIXDxZ1xL6S0bf1oIHZL38R0Wzr5T7 Scale = 1:58.7 1 2 3 4 5 9 8 7 6 10 11 3x4 4x6 3x4 3x8 3x4 3x8 3x4 4x8 4x8 0-1-120-1-12 9-11-89-9-12 19-4-19-4-9 19-7-80-3-7 5-1-0 5-1-0 9-11-8 4-10-8 14-8-4 4-8-12 19-7-8 4-11-4 1-3-09-6-91-5-1510.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.48 0.74 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.38 -0.02 (loc) 7-9 7-9 9 l/defl >999 >606 n/a L/d 240 180 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=773/Mechanical, 6=773/Mechanical Max Horz 6=176(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-270/52, 2-3=-669/88, 3-4=-666/89, 1-9=-251/52 BOT CHORD 7-9=0/560, 6-7=-40/569 WEBS 3-7=-30/491, 2-9=-611/19, 4-6=-649/9 NOTES-(6-7) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-11-8, Exterior(2R) 6-11-8 to 12-11-8, Interior(1) 12-11-8 to 16-5-12, Exterior(2E) 16-5-12 to 19-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss T04 Truss Type Common Qty 2 Ply 1 20 Copper Run Job Reference (optional) I40042977 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-aI9I1NctitSP9qtjne4GUZffU?7WXx0jajt_Zyzr5T6 Scale = 1:15.7 1 2 3 6 5 4 7 8 3x6 4x6 3x6 2x4 4-3-04-3-0 8-6-04-3-0 4-3-0 4-3-0 8-6-0 4-3-0 0-9-02-2-00-9-04.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.37 0.21 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=328/0-3-8, 4=328/0-3-8 Max Horz 6=5(LC 10) Max Uplift 6=-6(LC 6), 4=-6(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-422/177, 2-3=-422/177, 1-6=-261/143, 3-4=-261/143 BOT CHORD 5-6=-109/358, 4-5=-109/358 NOTES-(7-8) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 5-4-4, Exterior(2E) 5-4-4 to 8-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss T05 Truss Type Hip Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40042978 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-3UjgEjdVTBaGn_SvLMcV1mConPN3GEwspNdX5Pzr5T5 Scale = 1:50.3 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 4x6 4x6 4x8 3x8 3x8 3x4 3x4 3x4 3x4 4x8 3x4 9-0-119-0-11 10-10-51-9-10 19-11-09-0-11 -1-0-0 1-0-0 4-7-9 4-7-9 9-0-11 4-5-1 10-10-5 1-9-10 15-3-7 4-5-1 19-11-0 4-7-9 20-11-0 1-0-0 1-3-08-9-91-3-08-9-910.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-2-0], [5:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.58 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.34 0.02 (loc) 9-10 9-10 9 l/defl >999 >697 n/a L/d 240 180 n/a PLATES MT20 Weight: 97 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS.(lb/size)13=854/0-3-8, 9=854/0-3-8 Max Horz 13=178(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-264/67, 3-4=-701/95, 4-5=-467/106, 5-6=-700/95, 6-7=-265/67, 2-13=-310/75, 7-9=-310/75 BOT CHORD 11-13=-29/585, 10-11=0/464, 9-10=0/562 WEBS 3-13=-634/5, 6-9=-631/6 NOTES-(8-9) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-6-6, Exterior(2R) 4-6-6 to 15-4-10, Interior(1) 15-4-10 to 17-11-0, Exterior(2E) 17-11-0 to 20-11-0 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss T06 Truss Type HALF HIP Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40042979 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-XhH2S3d7EVj7P816u37kZ_k0Xpn0?rm011M5drzr5T4 Scale: 3/4"=1' 1 2 3 4 7 6 5 8 4x6 2x4 3x6 2x4 2x4 4-1-04-1-0 5-5-01-4-0 -1-0-0 1-0-0 4-1-0 4-1-0 5-5-0 1-4-0 0-9-01-11-112-1-51-11-110-3-84.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.27 0.28 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.08 -0.00 (loc) 6-7 6-7 5 l/defl >895 >759 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=281/0-3-8, 5=197/0-1-8 Max Horz 7=42(LC 6) Max Uplift 7=-69(LC 6), 5=-49(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 4-1-0, Exterior(2E) 4-1-0 to 5-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss T07 Truss Type Half Hip Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40042980 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-?trRfPem_or_0IcISnez6BHB_C9HkHQ9Gh6eAHzr5T3 Scale = 1:19.6 1 2 3 6 7 4 5 3x6 3x4 3x4 2-6-02-6-0 4-0-01-6-0 -1-0-0 1-0-0 2-6-0 2-6-0 4-0-0 1-6-0 1-3-03-4-03-0-83-4-010.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.29 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.05 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=100/Mechanical, 6=231/0-3-8, 5=42/Mechanical Max Horz 6=65(LC 10) Max Uplift 4=-31(LC 7) Max Grav 4=100(LC 1), 6=231(LC 1), 5=72(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 2-6-0, Exterior(2E) 2-6-0 to 3-11-4 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss T08 Truss Type Half Hip Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40042981 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-?trRfPem_or_0IcISnez6BHA7C9jkHQ9Gh6eAHzr5T3 Scale = 1:22.8 1 2 3 6 7 4 5 4x6 4x6 3x4 2-0-02-0-0 4-0-02-0-0 -1-0-0 1-0-0 3-3-0 3-3-0 4-0-0 0-9-0 1-3-03-11-83-8-03-11-810.00 12 Plate Offsets (X,Y)-- [3:0-2-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.35 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.05 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=99/Mechanical, 6=231/0-3-8, 5=42/Mechanical Max Horz 6=82(LC 10) Max Uplift 4=-49(LC 10) Max Grav 4=99(LC 1), 6=231(LC 1), 5=73(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 3-3-0, Exterior(2E) 3-3-0 to 3-11-4 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss T09 Truss Type Half Hip Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40042982 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-xGzB45g0WQ5hGblgaCgRBcMXb0rpBBvSj?blEAzr5T1 Scale = 1:20.1 1 2 3 6 7 4 5 3x4 3x4 3x4 4-0-04-0-0 -1-0-0 1-0-0 2-7-3 2-7-3 4-0-0 1-4-13 1-3-03-3-43-5-03-3-42-11-1210.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.28 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.05 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=100/Mechanical, 6=231/0-3-8, 5=42/Mechanical Max Horz 6=63(LC 10) Max Uplift 4=-31(LC 10) Max Grav 4=100(LC 1), 6=231(LC 1), 5=72(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 2-7-3, Exterior(2E) 2-7-3 to 3-11-4 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss T10 Truss Type Half Hip Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40042983 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-te4xVmhG21LPVvv3hdivG1Su3qYZf5PlBJ4sJ2zr5T? Scale = 1:16.9 1 2 3 6 4 5 3x4 3x4 3x4 4-0-04-0-0 -1-0-0 1-0-0 1-10-3 1-10-3 4-0-0 2-1-13 1-3-02-7-122-9-82-7-122-4-410.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.22 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.04 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=100/Mechanical, 6=231/0-3-8, 5=41/Mechanical Max Horz 6=46(LC 10) Max Uplift 4=-29(LC 7) Max Grav 4=100(LC 1), 6=231(LC 1), 5=72(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss T11 Truss Type Half Hip Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40042984 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-LreKi6iupLTG73UFFKE8pF_2zDscOYfuQzpPrVzr5T_ Scale = 1:19.6 1 2 3 6 7 4 5 3x4 3x4 3x4 2-6-02-6-0 4-0-01-6-0 -1-0-0 1-0-0 2-6-0 2-6-0 4-0-0 1-6-0 1-3-03-2-43-4-03-2-42-10-1210.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.27 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.05 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=100/Mechanical, 6=231/0-3-8, 5=42/Mechanical Max Horz 6=61(LC 10) Max Uplift 4=-29(LC 7) Max Grav 4=100(LC 1), 6=231(LC 1), 5=72(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 2-6-0, Exterior(2E) 2-6-0 to 3-11-4 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss T12 Truss Type Half Hip Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40042985 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-q1CiwSjWaeb7kD3Sp1lNLSXCrdCG7?v2edZzMxzr5Sz Scale = 1:22.8 1 2 3 6 7 4 5 3x4 3x4 3x4 2-0-02-0-0 4-0-02-0-0 -1-0-0 1-0-0 3-3-0 3-3-0 4-0-0 0-9-0 1-3-03-9-123-11-83-9-123-6-410.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.33 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.05 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=99/Mechanical, 6=231/0-3-8, 5=42/Mechanical Max Horz 6=79(LC 10) Max Uplift 4=-46(LC 10) Max Grav 4=99(LC 1), 6=231(LC 1), 5=73(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 3-3-0, Exterior(2E) 3-3-0 to 3-11-4 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss T13 Truss Type Half Hip Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40042986 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-IDm47ok9Lyj_MNeeMlGcug3RW1XusSVBtHIWuNzr5Sy Scale = 1:20.1 1 2 3 7 6 8 4 5 5x6 2x4 3x4 3x6 2-7-32-7-3 4-0-01-4-13 -1-0-0 1-0-0 2-7-3 2-7-3 4-0-0 1-4-13 1-3-03-3-43-5-03-3-42-11-1210.00 12 Plate Offsets (X,Y)-- [3:0-3-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.21 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 0.04 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=40/Mechanical, 7=231/0-3-8, 5=101/Mechanical Max Horz 7=68(LC 10) Max Uplift 4=-11(LC 6), 5=-21(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 2-7-3, Exterior(2E) 2-7-3 to 3-11-4 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss T14 Truss Type Half Hip Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40042987 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-mPKSK8kn6Grr_WDqwSnrRtccFRt2bvqL6x23Rqzr5Sx Scale = 1:16.9 1 2 3 7 6 4 5 5x6 2x4 3x4 3x6 1-10-31-10-3 4-0-02-1-13 -1-0-0 1-0-0 1-10-3 1-10-3 4-0-0 2-1-13 1-3-02-7-122-9-82-7-122-4-410.00 12 Plate Offsets (X,Y)-- [3:0-3-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.22 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.03 0.05 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=63/Mechanical, 7=231/0-3-8, 5=79/Mechanical Max Horz 7=50(LC 10) Max Uplift 4=-17(LC 6), 5=-2(LC 10) Max Grav 4=63(LC 1), 7=231(LC 1), 5=89(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss T15 Truss Type Hip Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40042988 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-EcuqYUlPtZzibgo1UAI4z59gMr3zKD7ULbndzGzr5Sw Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 1011 20 19 18 17 16 15 14 13 12 21 22 23 24 25 8x14 MT18HS 3x8 10x10 3x6 3x6 3x8 3x8 3x4 3x4 3x4 7x16 MT18HS 3x8 3x6 3x8 3x4 5x6 3x6 4-7-44-7-4 9-0-04-4-12 18-7-09-7-0 28-2-09-7-0 31-11-43-9-4 35-11-03-11-12 -1-0-0 1-0-0 4-7-4 4-7-4 9-0-0 4-4-12 15-4-11 6-4-11 21-9-5 6-4-11 28-2-0 6-4-11 31-11-4 3-9-4 35-11-0 3-11-12 36-11-0 1-0-0 1-0-06-1-16-3-01-1-06-1-17.00 12 8.00 12 Plate Offsets (X,Y)-- [4:0-10-10,Edge], [8:1-1-1,Edge], [10:0-3-0,0-1-12], [13:0-2-8,0-1-8], [19:0-2-8,0-1-8], [20:0-1-12,0-0-0], [20:Edge,0-8-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.88 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.43 0.09 (loc) 16-18 16-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 142 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-20,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-1 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 6-14 REACTIONS.(lb/size)20=1494/0-3-8, 12=1494/0-3-8 Max Horz 20=125(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1990/0, 3-4=-1952/1, 4-5=-1657/8, 5-6=-2193/0, 6-8=-1495/14, 8-9=-1820/1, 9-10=-1782/0, 2-20=-1434/5, 10-12=-1439/7 BOT CHORD 18-19=-33/1655, 16-18=-51/2164, 14-16=-26/2113, 13-14=0/1422 WEBS 4-18=0/641, 5-18=-759/115, 6-16=0/270, 6-14=-888/104, 8-14=0/679, 9-13=-264/14, 2-19=0/1487, 10-13=0/1329 NOTES-(9-10) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-7-4, Exterior(2R) 4-7-4 to 13-2-15, Interior(1) 13-2-15 to 23-11-1, Exterior(2R) 23-11-1 to 32-4-15, Interior(1) 32-4-15 to 33-11-0, Exterior(2E) 33-11-0 to 36-11-0 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss T16 Truss Type Hip Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40042989 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-ioSDlqm1et5ZDqND2tpJWIhmbET33e0dZFXAVizr5Sv Scale = 1:68.9 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 8x14 MT18HS 7x16 MT18HS 3x6 3x8 3x8 2x4 3x8 3x8 3x8 12x18 MT18HS 6x8 3x6 3x6 11-10-511-10-5 18-9-26-10-14 25-8-06-10-14 35-11-010-3-0 -1-0-0 1-0-0 6-0-6 6-0-6 11-10-5 5-9-14 18-9-2 6-10-14 25-8-0 6-10-14 30-8-4 5-0-4 35-11-0 5-2-12 36-11-0 1-0-0 1-0-07-9-17-11-01-1-07-9-17.00 12 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-8], [2:0-1-12,0-1-0], [4:0-10-10,Edge], [6:1-1-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.63 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.39 -0.80 0.08 (loc) 15-16 15-16 10 l/defl >999 >534 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 146 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-14: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-16,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-2 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 5-11, 3-16, 7-10 REACTIONS.(lb/size)16=1494/0-3-8, 10=1494/0-3-8 Max Horz 16=155(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-547/19, 3-4=-1845/10, 4-5=-1531/34, 5-6=-1408/44, 6-7=-1754/20, 7-8=-418/36, 2-16=-477/54, 8-10=-411/58 BOT CHORD 15-16=-25/1654, 13-15=0/1734, 11-13=0/1734, 10-11=0/1447 WEBS 4-15=0/562, 5-15=-411/128, 5-11=-566/102, 6-11=0/596, 3-16=-1549/35, 7-10=-1531/2 NOTES-(9-10) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-7-6, Exterior(2R) 7-7-6 to 16-1-3, Interior(1) 16-1-3 to 21-5-1, Exterior(2R) 21-5-1 to 29-10-15, Interior(1) 29-10-15 to 33-11-0, Exterior(2E) 33-11-0 to 36-11-0 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss T17 Truss Type Hip Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40042990 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-eBZzAVoHAULHS8Wb9Isnbjn5e28kXccw1Z0Habzr5St Scale = 1:66.5 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 3x6 6x8 5x6 3x6 10x10 3x6 3x6 3x6 3x4 3x8 3x6 3x6 4x6 6x8 3x6 7-5-97-5-9 14-8-97-3-1 23-2-08-5-7 29-5-46-3-4 35-11-06-5-12 -1-0-0 1-0-0 7-5-9 7-5-9 14-8-9 7-3-1 23-2-0 8-5-7 29-5-4 6-3-4 35-11-0 6-5-12 36-11-0 1-0-0 1-0-09-5-19-7-01-1-09-5-17.00 12 8.00 12 Plate Offsets (X,Y)-- [5:0-4-10,Edge], [6:0-3-1,Edge], [9:0-3-8,Edge], [11:Edge,0-3-8], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8], [18:0-1-12,0-0-0], [18:Edge,0-8-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.62 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.33 0.06 (loc) 13-16 13-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 152 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-13: 2x4 SPF No.2, 2-18,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-11 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 5-13 REACTIONS.(lb/size)18=1494/0-3-8, 11=1494/0-3-8 Max Horz 18=184(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2082/0, 4-5=-1689/56, 5-6=-1287/85, 6-7=-1649/60, 7-9=-1907/0, 2-18=-1419/36, 9-11=-1427/18 BOT CHORD 17-18=-152/487, 16-17=-0/1704, 13-16=0/1362, 12-13=0/1499, 11-12=-38/256 WEBS 4-16=-455/127, 5-16=0/499, 6-13=0/493, 7-13=-320/126, 2-17=0/1329, 9-12=0/1254 NOTES-(8-9) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-5-11, Exterior(2R) 10-5-11 to 27-4-15, Interior(1) 27-4-15 to 33-11-0, Exterior(2E) 33-11-0 to 36-11-0 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss T18 Truss Type Hip Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40042991 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-6N7LOrovxoT84I5oj0N08xJHmSStG3S4FDlq61zr5Ss Scale = 1:77.9 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 3x8 8x14 MT18HS 5x10 MT18HS 3x6 10x10 3x6 3x6 3x6 3x4 3x8 3x6 3x6 4x6 6x8 3x6 8-10-118-10-11 17-6-148-8-3 20-8-03-1-2 28-2-47-6-4 35-11-07-8-12 8-10-11 8-10-11 17-6-14 8-8-3 20-8-0 3-1-2 28-2-4 7-6-4 35-11-0 7-8-12 1-0-011-1-111-3-01-1-011-1-17.00 12 8.00 12 Plate Offsets (X,Y)-- [4:0-7-2,Edge], [5:0-6-8,0-1-14], [8:0-3-8,Edge], [9:Edge,0-3-8], [10:0-2-8,0-1-8], [15:0-2-8,0-1-8], [16:0-1-12,0-0-0], [16:Edge,0-8-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.75 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.32 0.06 (loc) 13-15 13-15 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 168 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-4,1-2: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-13,4-13,4-11,5-11: 2x4 SPF No.2, 1-16,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-2-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 4-11, 6-11 REACTIONS.(lb/size)16=1425/Mechanical, 9=1425/0-3-8 Max Horz 16=202(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2090/13, 3-4=-1513/55, 4-5=-1159/80, 5-6=-1522/63, 6-8=-1931/0, 1-16=-1343/41, 8-9=-1353/19 BOT CHORD 15-16=-160/497, 13-15=-36/1705, 11-13=0/1188, 10-11=0/1514, 9-10=-40/253 WEBS 3-15=0/297, 3-13=-651/144, 4-13=-8/493, 4-11=-268/94, 5-11=-18/480, 6-11=-488/139, 1-15=0/1341, 8-10=0/1270 NOTES-(10-11) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 13-3-15, Exterior(2R) 13-3-15 to 24-10-15, Interior(1) 24-10-15 to 32-9-4, Exterior(2E) 32-9-4 to 35-9-4 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss T19 Truss Type Common Qty 9 Ply 1 20 Copper Run Job Reference (optional) I40042992 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-bZhjbBpYh6b_iRg_HjuFg8sXPsoj?QODUtVOeTzr5Sr Scale = 1:78.6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 3x6 5x6 3x6 3x6 3x8 3x6 3x6 4x6 3x6 3x6 4x6 3x6 4x8 4x8 3x6 3x6 9-1-09-1-0 17-11-88-10-8 26-10-08-10-8 35-11-09-1-0 6-1-8 6-1-8 12-0-8 5-11-0 17-11-8 5-11-0 23-10-8 5-11-0 29-9-8 5-11-0 35-11-0 6-1-8 1-1-013-0-111-1-08.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0], [7:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.49 0.71 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.32 0.08 (loc) 15-16 15-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 165 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-13,6-13,4-13: 2x4 SPF No.2, 1-16,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13, 4-13, 3-16, 7-10 REACTIONS.(lb/size)16=1425/0-3-8, 10=1425/Mechanical Max Horz 16=-235(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-396/70, 3-4=-1787/66, 4-5=-1326/127, 5-6=-1326/127, 6-7=-1787/66, 7-9=-396/70, 1-16=-337/68, 9-10=-337/68 BOT CHORD 15-16=-85/1487, 13-15=0/1301, 11-13=0/1301, 10-11=0/1487 WEBS 5-13=-46/1029, 6-13=-536/159, 6-11=-15/391, 4-13=-536/159, 4-15=-15/391, 3-16=-1591/0, 7-10=-1591/0 NOTES-(7-8) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-11-8, Exterior(2R) 14-11-8 to 20-11-8, Interior(1) 20-11-8 to 32-9-4, Exterior(2E) 32-9-4 to 35-9-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss T20 Truss Type Common Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40042993 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-3mF6oXqASPkrKbFAqQPUDMPgEF8ykteMjXExAwzr5Sq Scale = 1:79.2 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 3x6 5x6 3x6 3x6 3x8 3x6 3x6 4x6 3x6 3x6 4x6 4x6 4x8 4x8 4x6 3x6 9-1-09-1-0 17-11-88-10-8 26-10-08-10-8 35-11-09-1-0 -1-0-0 1-0-0 6-1-8 6-1-8 12-0-8 5-11-0 17-11-8 5-11-0 23-10-8 5-11-0 29-9-8 5-11-0 35-11-0 6-1-8 1-1-013-0-111-1-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [4:0-2-8,0-2-0], [8:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.71 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.32 0.08 (loc) 11-12 11-12 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 166 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-14,7-14,5-14: 2x4 SPF No.2, 2-17,10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-14, 5-14, 4-17, 8-11 REACTIONS.(lb/size)17=1495/0-3-8, 11=1424/0-3-8 Max Horz 17=244(LC 7) Max Uplift 17=-3(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-465/105, 4-5=-1778/65, 5-6=-1325/127, 6-7=-1325/126, 7-8=-1786/66, 8-10=-396/70, 2-17=-456/105, 10-11=-337/68 BOT CHORD 16-17=-84/1476, 14-16=0/1299, 12-14=0/1300, 11-12=0/1485 WEBS 6-14=-46/1028, 7-14=-536/159, 7-12=-15/391, 5-14=-535/160, 5-16=-14/388, 4-17=-1513/0, 8-11=-1589/0 NOTES-(7-8) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-11-8, Exterior(2R) 14-11-8 to 20-11-8, Interior(1) 20-11-8 to 32-9-4, Exterior(2E) 32-9-4 to 35-9-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss T21 Truss Type Common Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40042994 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-?8NsDDrQ_1_ZZvPZyrRyInU0k3qQCopfAqj2Fozr5So Scale = 1:83.2 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 3x6 5x6 3x6 3x6 3x8 3x6 3x6 4x6 3x6 3x6 4x6 4x6 4x8 4x8 4x6 3x6 9-1-09-1-0 17-11-88-10-8 26-10-08-10-8 35-11-09-1-0 -1-0-0 1-0-0 6-1-8 6-1-8 12-0-8 5-11-0 17-11-8 5-11-0 23-10-8 5-11-0 29-9-8 5-11-0 35-11-0 6-1-8 36-11-0 1-0-0 1-1-013-0-111-1-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [4:0-2-8,0-2-0], [8:0-2-8,0-2-0], [10:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.71 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.32 0.08 (loc) 17-18 17-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 167 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-15,7-15,5-15: 2x4 SPF No.2, 2-18,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-15, 5-15, 4-18, 8-12 REACTIONS.(lb/size)18=1494/0-3-8, 12=1494/0-3-8 Max Horz 18=249(LC 9) Max Uplift 18=-4(LC 10), 12=-4(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-465/105, 4-5=-1777/65, 5-6=-1323/126, 6-7=-1323/126, 7-8=-1777/65, 8-10=-465/105, 2-18=-456/105, 10-12=-456/104 BOT CHORD 17-18=-75/1480, 15-17=0/1297, 13-15=0/1297, 12-13=0/1474 WEBS 6-15=-47/1027, 7-15=-535/160, 7-13=-14/388, 5-15=-535/160, 5-17=-14/388, 4-18=-1511/0, 8-12=-1511/0 NOTES-(7-8) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-11-8, Exterior(2R) 14-11-8 to 20-11-8, Interior(1) 20-11-8 to 33-11-0, Exterior(2E) 33-11-0 to 36-11-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 12. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss T22 Truss Type Common Qty 4 Ply 1 20 Copper Run Job Reference (optional) I40042995 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-TLwERZs2lK6QB3_lWZyBr_1DbT9yxFZpPUTbnEzr5Sn Scale = 1:58.7 1 2 3 4 5 6 7 11 10 9 8 12 13 4x6 3x8 MT18HS 3x8 3x4 3x4 3x6 4x8 4x8 3x6 9-11-89-11-8 19-11-09-11-8 -1-0-0 1-0-0 5-1-0 5-1-0 9-11-8 4-10-8 14-10-0 4-10-8 19-11-0 5-1-0 20-11-0 1-0-0 1-3-09-6-91-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.76 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.37 0.02 (loc) 8-9 8-9 8 l/defl >999 >633 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 87 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=854/0-3-8, 8=854/0-3-8 Max Horz 11=-191(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/83, 3-4=-679/88, 4-5=-679/88, 5-6=-292/83, 2-11=-336/88, 6-8=-335/87 BOT CHORD 9-11=-34/601, 8-9=0/562 WEBS 4-9=-27/503, 3-11=-601/2, 5-8=-601/2 NOTES-(7-8) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-8, Exterior(2R) 6-11-8 to 12-11-8, Interior(1) 12-11-8 to 17-11-0, Exterior(2E) 17-11-0 to 20-11-0 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss T23 Truss Type Hip Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40042996 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-xXUcevtgWeEHoDZy3GUQNCZITtY7gnlye8C9Khzr5Sm Scale = 1:78.8 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 3x6 8x14 MT18HS 7x16 MT18HS 3x6 12x12 3x6 3x6 3x6 3x4 3x8 3x6 3x6 12x12 3x6 7-7-37-7-3 14-11-147-4-11 20-11-25-11-4 28-3-137-4-11 35-11-07-7-3 -1-0-0 1-0-0 7-7-3 7-7-3 14-11-14 7-4-11 20-11-2 5-11-4 28-3-13 7-4-11 35-11-0 7-7-3 36-11-0 1-0-0 1-1-010-10-1511-0-151-1-010-10-158.00 12 Plate Offsets (X,Y)-- [5:0-7-9,Edge], [6:1-1-1,Edge], [11:Edge,0-10-2], [11:0-1-12,0-0-0], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8], [18:0-1-12,0-0-0], [18:Edge,0-10-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.57 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.21 0.06 (loc) 16-17 16-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 166 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-16,5-13,6-13: 2x4 SPF No.2, 2-18,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-9 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 5-13, 7-13 REACTIONS.(lb/size)18=1494/0-3-8, 11=1494/0-3-8 Max Horz 18=-212(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1926/0, 4-5=-1529/71, 5-6=-1171/95, 6-7=-1530/71, 7-9=-1926/0, 2-18=-1422/32, 9-11=-1422/31 BOT CHORD 17-18=-188/459, 16-17=-8/1503, 13-16=0/1170, 12-13=0/1503, 11-12=-64/321 WEBS 4-16=-465/137, 5-16=-8/449, 6-13=0/450, 7-13=-464/137, 2-17=0/1190, 9-12=0/1190 NOTES-(9-10) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-8-15, Exterior(2R) 10-8-15 to 25-2-1, Interior(1) 25-2-1 to 33-11-0, Exterior(2E) 33-11-0 to 36-11-0 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss T24 Truss Type Hip Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40042997 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-twcN3aux2FU?2WiKBhWuSdfiXgAi8g5F5ShFOZzr5Sk Scale = 1:69.4 1 2 3 4 5 6 7 8 9 1011 19 18 17 16 15 14 13 12 20 21 22 23 24 25 3x6 5x10 MT18HS 5x10 MT18HS 3x6 4x6 3x8 MT18HS 3x6 3x6 3x8 3x4 3x8 3x6 3x6 6x8 4x6 6x8 3x8 MT18HS 6-4-36-4-3 12-5-146-1-11 23-5-210-11-4 29-6-136-1-11 35-11-06-4-3 -1-0-0 1-0-0 6-4-3 6-4-3 12-5-14 6-1-11 17-11-8 5-5-10 23-5-2 5-5-10 29-6-13 6-1-11 35-11-0 6-4-3 36-11-0 1-0-0 1-1-09-2-159-4-151-1-09-2-158.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-6-8,0-1-14], [7:0-6-8,0-1-14], [10:0-3-8,Edge], [12:Edge,0-3-8], [13:0-2-8,0-1-8], [18:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.82 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.65 0.06 (loc) 14-17 14-17 12 l/defl >999 >654 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 159 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-17,6-14: 2x4 SPF No.2, 2-19,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-9 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-17, 6-14 REACTIONS.(lb/size)19=1494/0-3-8, 12=1494/0-3-8 Max Horz 19=-182(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1904/0, 4-5=-1659/55, 5-6=-1304/77, 6-7=-1304/77, 7-8=-1659/55, 8-10=-1904/0, 2-19=-1426/23, 10-12=-1426/23 BOT CHORD 18-19=-153/355, 17-18=0/1500, 14-17=0/1417, 13-14=0/1500 WEBS 4-17=-308/131, 5-17=0/552, 6-17=-331/131, 6-14=-331/131, 7-14=0/552, 8-14=-308/131, 2-18=0/1271, 10-13=0/1271 NOTES-(9-10) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-2-15, Exterior(2R) 8-2-15 to 16-8-13, Interior(1) 16-8-13 to 19-2-3, Exterior(2R) 19-2-3 to 27-8-1, Interior(1) 27-8-1 to 33-11-0, Exterior(2E) 33-11-0 to 36-11-0 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss T25 Truss Type Hip Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40042998 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-M6AlGwvZpZcsfgHWlP17?qBqj4W9t5EOK6Rpw0zr5Sj Scale = 1:65.6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 7x16 MT18HS 7x16 MT18HS 3x6 3x8 3x8 2x4 3x8 3x8 3x8 3x6 5x8 5x8 3x6 3x6 9-11-149-11-14 17-11-87-11-10 25-11-27-11-10 35-11-09-11-14 -1-0-0 1-0-0 5-1-3 5-1-3 9-11-14 4-10-11 17-11-8 7-11-10 25-11-2 7-11-10 30-9-13 4-10-11 35-11-0 5-1-3 36-11-0 1-0-0 1-1-07-6-157-8-151-1-07-6-158.00 12 Plate Offsets (X,Y)-- [4:1-1-1,Edge], [6:1-1-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.80 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.51 0.09 (loc) 10-11 10-11 10 l/defl >999 >836 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 152 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,5-11: 2x4 SPF No.2, 2-16,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-5 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 5-11, 3-16, 7-10 REACTIONS.(lb/size)16=1494/0-3-8, 10=1494/0-3-8 Max Horz 16=-152(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-404/35, 3-4=-1764/22, 4-5=-1421/44, 5-6=-1421/44, 6-7=-1764/22, 7-8=-404/34, 2-16=-403/57, 8-10=-403/56 BOT CHORD 15-16=-48/1443, 13-15=-0/1801, 11-13=-0/1801, 10-11=0/1443 WEBS 4-15=0/591, 5-15=-601/108, 5-13=0/267, 5-11=-601/108, 6-11=0/591, 3-16=-1544/1, 7-10=-1544/1 NOTES-(9-10) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-8-15, Exterior(2R) 5-8-15 to 14-2-13, Interior(1) 14-2-13 to 21-8-3, Exterior(2R) 21-8-3 to 30-2-1, Interior(1) 30-2-1 to 33-11-0, Exterior(2E) 33-11-0 to 36-11-0 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss T26 Truss Type Hip Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40042999 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-IUIVhcxpLAsav_Rvsp3b4FHD0uEOLz4hnQwv?uzr5Sh Scale = 1:65.5 1 2 3 4 5 6 7 8 9 1011 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 27 7x16 MT18HS 3x6 3x4 3x6 3x6 3x8 3x8 3x8 2x4 3x4 3x6 7x16 MT18HS 3x8 3x6 3x8 5x6 3x4 5x6 3x6 3-10-33-10-3 7-5-143-7-11 14-6-17-0-3 21-4-156-10-15 28-5-27-0-3 32-0-133-7-11 35-11-03-10-3 -1-0-0 1-0-0 3-10-3 3-10-3 7-5-14 3-7-11 14-6-1 7-0-3 21-4-15 6-10-15 28-5-2 7-0-3 32-0-13 3-7-11 35-11-0 3-10-3 36-11-0 1-0-0 1-1-05-10-156-0-151-1-05-10-158.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:1-1-1,Edge], [7:0-2-8,0-1-8], [8:1-1-1,Edge], [10:0-3-0,0-1-12], [13:0-2-8,0-1-8], [20:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.63 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.29 0.09 (loc) 15-18 15-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 146 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-21,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-15 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 5-15, 7-14 REACTIONS.(lb/size)21=1494/0-3-8, 12=1494/0-3-8 Max Horz 21=123(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1773/0, 3-4=-1816/25, 4-5=-1498/30, 5-7=-2225/43, 7-8=-1498/30, 8-9=-1816/25, 9-10=-1773/0, 2-21=-1443/9, 10-12=-1443/9 BOT CHORD 19-20=-52/1415, 18-19=-59/2224, 15-18=-59/2224, 14-15=-32/2225, 13-14=0/1416 WEBS 3-20=-260/26, 4-19=0/658, 5-19=-987/88, 5-18=0/281, 7-15=0/281, 7-14=-988/87, 8-14=0/658, 9-13=-260/26, 2-20=0/1332, 10-13=0/1332 NOTES-(9-10) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-2-15, Exterior(2R) 3-2-15 to 11-8-13, Interior(1) 11-8-13 to 24-2-3, Exterior(2R) 24-2-3 to 32-8-1, Interior(1) 32-8-1 to 33-11-0, Exterior(2E) 33-11-0 to 36-11-0 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss T27 Truss Type Common Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40043000 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:50:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-mhsuvyyR6U_RW805QXbqdTpQjHXM4Spr04gTXKzr5Sg Scale = 1:38.0 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 4x6 3x8 MT18HS 3x8 3x6 3x6 10x10 10x10 9-9-89-9-8 19-7-09-9-8 -1-0-0 1-0-0 5-0-0 5-0-0 9-9-8 4-9-8 14-7-0 4-9-8 19-7-0 5-0-0 20-7-0 1-0-0 0-11-05-9-120-11-06.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-0-14], [2:Edge,0-3-8], [6:0-1-12,0-0-14], [8:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.48 0.77 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.35 0.03 (loc) 8-9 8-9 8 l/defl >999 >659 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 73 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=840/0-5-8, 8=840/0-5-8 Max Horz 11=-65(LC 8) Max Uplift 11=-14(LC 10), 8=-14(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-334/32, 3-4=-870/99, 4-5=-870/99, 5-6=-334/32, 2-11=-333/85, 6-8=-333/85 BOT CHORD 9-11=-39/896, 8-9=-26/896 WEBS 4-9=0/483, 3-11=-779/101, 5-8=-779/101 NOTES-(8-9) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-9-8, Exterior(2R) 6-9-8 to 12-9-8, Interior(1) 12-9-8 to 17-7-0, Exterior(2E) 17-7-0 to 20-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss T28 Truss Type Hip Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40043001 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:51:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-EtPG6Iy3to6I8HbI_E639gMUthv9pzH_FkP03nzr5Sf Scale = 1:79.7 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 3x6 5x6 5x6 3x6 3x6 3x6 3x6 3x6 3x4 3x4 3x6 3x6 4x10 3x6 4x10 3x6 8-10-38-10-3 17-5-148-7-11 18-5-20-11-4 27-0-138-7-11 35-11-08-10-3 -1-0-0 1-0-0 8-10-3 8-10-3 17-5-14 8-7-11 18-5-2 0-11-4 27-0-13 8-7-11 35-11-0 8-10-3 36-11-0 1-0-0 1-1-012-6-1512-8-151-1-012-6-158.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-1-8], [5:0-3-1,Edge], [6:0-3-1,Edge], [9:0-4-8,0-1-8], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.67 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.30 0.05 (loc) 15-17 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 171 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,7-12,2-17,9-12: 2x3 SPF No.2, 2-18,9-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-1-12 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 7-14 REACTIONS.(lb/size)18=1492/0-3-8, 11=1492/0-3-8 Max Horz 18=-243(LC 8) Max Uplift 18=-3(LC 10), 11=-3(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1899/18, 4-5=-1404/101, 5-6=-1035/105, 6-7=-1404/101, 7-9=-1899/18, 2-18=-1411/52, 9-11=-1411/52 BOT CHORD 17-18=-217/590, 15-17=-30/1464, 14-15=0/1035, 12-14=0/1464, 11-12=-94/430 WEBS 4-17=0/282, 4-15=-586/165, 5-15=-20/430, 6-14=-20/430, 7-14=-586/165, 7-12=0/282, 2-17=0/1039, 9-12=0/1039 NOTES-(9-10) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-2-15, Exterior(2R) 13-2-15 to 22-8-1, Interior(1) 22-8-1 to 33-11-0, Exterior(2E) 33-11-0 to 36-11-0 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss TG01 Truss Type HALF HIP GIRDER Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40043002 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:51:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-AGX0X__KOPM?Nblg5f8XE5RxxVjTHytHi2u78fzr5Sd Scale = 1:12.7 1 2 3 4 5 6 7 8 9 3x6 2x4 4x10 2x4 2-9-02-9-0 5-5-02-8-0 -1-0-0 1-0-0 2-9-0 2-9-0 5-5-0 2-8-0 0-9-01-6-61-8-01-6-60-5-84.00 12 Plate Offsets (X,Y)-- [2:0-5-8,Edge], [2:0-0-3,0-7-9], [2:0-0-2,0-0-5], [3:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.42 0.17 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 0.00 (loc) 2-5 2-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=281/0-3-8, 5=198/0-1-8 Max Horz 2=32(LC 8) Max Uplift 2=-77(LC 4), 5=-57(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-14) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 11 lb down and 23 lb up at 2-9-0, and 13 lb down and 22 lb up at 4-9-12 on top chord, and 20 lb down and 17 lb up at 2-0-12, and 6 lb down and 16 lb up at 2-9-12, and 10 lb down and 16 lb up at 4-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss TG01 Truss Type HALF HIP GIRDER Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40043002 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:51:02 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-AGX0X__KOPM?Nblg5f8XE5RxxVjTHytHi2u78fzr5Sd LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 7=1(F) 8=1(F) 9=-2(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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss TG02 Truss Type HALF HIP GIRDER Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40043003 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:51:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-eS5OlJ?y9jUs?lKtfNfmnJ_Bsv580PbQxiegg6zr5Sc Scale = 1:9.9 1 2 3 6 4 7 5 3x4 3x6 1-0-01-0-0 1-11-40-11-4 2-0-00-0-12 -1-0-0 1-0-0 1-4-13 1-4-13 2-0-0 0-7-3 0-10-01-5-05.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.09 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=163/0-3-8, 5=12/Mechanical, 4=38/Mechanical Max Horz 6=23(LC 5) Max Uplift 6=-31(LC 4), 5=-7(LC 5), 4=-16(LC 5) Max Grav 6=163(LC 1), 5=35(LC 3), 4=38(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5, 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) 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) 17 lb down and 15 lb up at 1-11-14 on top chord, and 19 lb down and 14 lb up at 1-4-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 7=3(B) January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss TG03 Truss Type Hip Girder Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40043004 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:51:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-brD99?0ChKlaE3TFmnhEsk3K6iXVU5QjO07nl_zr5Sa Scale = 1:67.8 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 5x10 MT18HS 3x6 10x16 MT18HS 5x10 MT18HS8x10 5x12 2x4 4x6 3x12 8x10 10x16 MT18HS 5x10 MT18HS 5x10 MT18HS 6-1-116-1-11 14-4-68-2-11 22-5-58-0-15 30-8-08-2-11 35-11-05-3-0 -1-0-0 1-0-0 6-1-11 6-1-11 14-4-6 8-2-11 22-5-5 8-0-15 30-8-0 8-2-11 35-11-0 5-3-0 36-11-0 1-0-0 1-0-04-5-14-7-01-1-04-5-17.00 12 8.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-1-8], [6:0-3-8,0-1-8], [7:0-6-0,0-1-8], [10:0-1-12,0-0-0], [10:Edge,0-8-2], [17:0-1-12,0-0-0], [17:Edge,0-8-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.98 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.25 -0.50 0.12 (loc) 12-15 12-15 10 l/defl >999 >855 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 173 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x4 SP 2400F 2.0E, 5-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-16,4-15,6-12,7-11,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-11-8 max.): 3-7. BOT CHORD Structural wood sheathing directly applied or 7-4-8 oc bracing. WEBS 1 Row at midpt 4-16, 4-12, 6-11 REACTIONS.(lb/size)17=2085/0-3-8, 10=2101/0-3-8 Max Horz 17=93(LC 7) Max Uplift 17=-347(LC 5), 10=-345(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3042/592, 3-4=-2508/535, 4-6=-4309/962, 6-7=-2204/460, 7-8=-2779/527, 2-17=-1994/377, 8-10=-2031/367 BOT CHORD 16-17=-182/542, 15-16=-995/4408, 12-15=-995/4408, 11-12=-961/4309, 10-11=-79/309 WEBS 3-16=-30/953, 4-16=-2126/533, 4-15=0/472, 6-12=0/511, 6-11=-2350/590, 7-11=-54/968, 2-16=-448/2035, 8-11=-401/1949 NOTES-(13-14) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 2 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=347, 10=345. 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. Continued on page 2 January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss TG03 Truss Type Hip Girder Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40043004 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:51:05 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-brD99?0ChKlaE3TFmnhEsk3K6iXVU5QjO07nl_zr5Sa NOTES-(13-14) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 lb down and 61 lb up at 2-0-12, 80 lb down and 61 lb up at 4-0-12, 79 lb down and 79 lb up at 5-1-10, 82 lb down and 86 lb up at 6-1-11, 87 lb down and 84 lb up at 8-2-7, 87 lb down and 84 lb up at 10-2-7, 87 lb down and 84 lb up at 12-2-7, 87 lb down and 84 lb up at 14-2-7, 87 lb down and 84 lb up at 16-2-7, 87 lb down and 84 lb up at 18-2-7, 87 lb down and 84 lb up at 20-2-7, 87 lb down and 84 lb up at 22-2-7, 87 lb down and 84 lb up at 24-2-7, 87 lb down and 84 lb up at 26-2-7, 87 lb down and 84 lb up at 28-2-7, 87 lb down and 84 lb up at 29-8-9, 80 lb down and 61 lb up at 31-8-9, and 80 lb down and 59 lb up at 32-9-7, and 77 lb down and 60 lb up at 33-10-4 on top chord, and 36 lb down at 2-0-12, 32 lb down at 4-0-12, 33 lb down at 5-1-10, 35 lb down at 6-2-7, 35 lb down at 8-2-7, 35 lb down at 10-2-7, 35 lb down at 12-2-7, 35 lb down at 14-2-7, 35 lb down at 16-2-7, 35 lb down at 18-2-7, 35 lb down at 20-2-7, 35 lb down at 22-2-7, 35 lb down at 24-2-7, 35 lb down at 26-2-7, 35 lb down at 28-2-7, 35 lb down at 29-8-9, 32 lb down at 31-8-9, and 32 lb down at 32-9-7, and 36 lb down at 33-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-7=-60, 7-8=-60, 8-9=-60, 10-17=-20 Concentrated Loads (lb) Vert: 3=-42(F) 5=-42(F) 14=-22(F) 16=-22(F) 4=-42(F) 15=-22(F) 12=-22(F) 6=-42(F) 13=-22(F) 18=-37(F) 19=-40(F) 20=-39(F) 21=-42(F) 22=-42(F) 23=-42(F) 24=-42(F) 25=-42(F) 26=-42(F) 27=-42(F) 28=-42(F) 29=-42(F) 30=-40(F) 31=-40(F) 32=-37(F) 33=-25(F) 34=-22(F) 35=-22(F) 36=-22(F) 37=-22(F) 38=-22(F) 39=-22(F) 40=-22(F) 41=-22(F) 42=-22(F) 43=-22(F) 44=-22(F) 45=-21(F) 46=-25(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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40043005 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:51:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-31nXNL1qSetRsC2RKVDTPxchc65zDmLtdgsLHQzr5SZ Scale = 1:13.7 1 2 3 6 7 4 8 9 5 3x4 2x4 3x4 1-1-31-1-3 4-0-02-10-13 -1-0-0 1-0-0 1-1-3 1-1-3 4-0-0 2-10-13 1-3-02-2-01-10-82-2-010.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.18 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.02 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=97/Mechanical, 6=228/0-3-8, 5=43/Mechanical Max Horz 6=36(LC 7) Max Uplift 4=-31(LC 5), 6=-10(LC 8) Max Grav 4=97(LC 22), 6=228(LC 1), 5=76(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 13 lb up at 1-1-3, and 46 lb down and 28 lb up at 2-0-12 on top chord, and 3 lb down and 4 lb up at 1-1-3, and 10 lb down and 1 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 8=4(B) 9=1(B) January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss TG05 Truss Type Half Hip Girder Qty 3 Ply 1 20 Copper Run Job Reference (optional) I40043006 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:51:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-XDKvah2SDx?IUMdeuCkix98sMWRCyDa0sKcuptzr5SY Scale = 1:13.7 1 2 3 6 7 4 8 9 5 3x4 2x4 3x4 1-1-31-1-3 4-0-02-10-13 -1-0-0 1-0-0 1-1-3 1-1-3 4-0-0 2-10-13 1-3-02-0-42-2-02-0-41-8-1210.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.18 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.02 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=97/Mechanical, 6=228/0-3-8, 5=43/Mechanical Max Horz 6=35(LC 7) Max Uplift 4=-30(LC 5), 6=-12(LC 8) Max Grav 4=97(LC 22), 6=228(LC 1), 5=76(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 13 lb up at 1-1-3, and 46 lb down and 28 lb up at 2-0-12 on top chord, and 3 lb down and 4 lb up at 1-1-3, and 10 lb down and 1 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 8=4(B) 9=1(B) January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss TG06 Truss Type Hip Girder Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40043007 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:51:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-P?aQQ35zHAVky_xP72oe6_JMx7azunucnya5yezr5SU Scale = 1:67.7 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 5x10 MT18HS 3x6 10x16 MT18HS 5x10 MT18HS10x10 5x12 2x4 4x6 3x12 10x10 12x18 MT18HS 5x10 MT18HS 5x10 MT18HS 5-3-05-3-0 13-9-48-6-4 22-1-128-4-8 30-8-08-6-4 35-11-05-3-0 -1-0-0 1-0-0 5-3-0 5-3-0 13-9-4 8-6-4 22-1-12 8-4-8 30-8-0 8-6-4 35-11-0 5-3-0 36-11-0 1-0-0 1-1-04-5-14-7-01-1-04-5-18.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-1-8], [6:0-3-8,0-1-8], [7:0-6-0,0-1-8], [10:0-1-12,0-0-0], [10:Edge,0-10-2], [17:0-1-12,0-0-0], [17:Edge,0-8-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.91 0.98 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.26 -0.51 0.12 (loc) 12-15 12-15 10 l/defl >999 >840 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 177 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,5-7: 2x4 SP 2400F 2.0E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-16,4-12,6-11,2-16,8-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-15 max.): 3-7. BOT CHORD Structural wood sheathing directly applied or 7-0-10 oc bracing. WEBS 1 Row at midpt 4-12, 6-11 2 Rows at 1/3 pts 4-16 REACTIONS.(lb/size)17=2088/0-3-8, 10=2120/0-3-8 Max Horz 17=-94(LC 27) Max Uplift 17=-365(LC 5), 10=-430(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2782/558, 3-4=-2216/491, 4-6=-4373/1096, 6-7=-2230/568, 7-8=-2796/657, 2-17=-2027/384, 8-10=-2028/451 BOT CHORD 16-17=-124/306, 15-16=-1054/4371, 12-15=-1054/4371, 11-12=-1096/4373, 10-11=-74/276 WEBS 3-16=-60/967, 4-16=-2394/645, 4-15=0/493, 6-12=0/494, 6-11=-2382/616, 7-11=-169/1009, 2-16=-452/2005, 8-11=-524/2010 NOTES-(12-13) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=365, 10=430. 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. Continued on page 2 January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss TG06 Truss Type Hip Girder Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40043007 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:51:11 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-P?aQQ35zHAVky_xP72oe6_JMx7azunucnya5yezr5SU NOTES-(12-13) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 lb down and 60 lb up at 2-0-12, 80 lb down and 59 lb up at 4-0-12, 62 lb down and 63 lb up at 5-3-0, 87 lb down and 84 lb up at 6-2-7, 87 lb down and 84 lb up at 8-2-7, 87 lb down and 84 lb up at 10-2-7, 87 lb down and 84 lb up at 12-2-7, 87 lb down and 84 lb up at 14-2-7, 87 lb down and 84 lb up at 16-2-7, 87 lb down and 84 lb up at 18-2-7, 87 lb down and 84 lb up at 20-2-7, 87 lb down and 84 lb up at 22-2-7, 86 lb down and 75 lb up at 24-2-7, 86 lb down and 75 lb up at 26-2-7, 86 lb down and 75 lb up at 28-2-7, 86 lb down and 75 lb up at 29-8-9, 27 lb down and 29 lb up at 31-8-9, and 43 lb down and 39 lb up at 32-9-7, and 77 lb down and 60 lb up at 33-10-4 on top chord, and 36 lb down at 2-0-12, 32 lb down at 4-0-12, 33 lb down at 5-1-10, 35 lb down at 6-2-7, 35 lb down at 8-2-7, 35 lb down at 10-2-7, 35 lb down at 12-2-7, 35 lb down at 14-2-7, 35 lb down at 16-2-7, 35 lb down at 18-2-7, 35 lb down at 20-2-7, 35 lb down at 22-2-7, 39 lb down and 24 lb up at 24-2-7, 39 lb down and 24 lb up at 26-2-7, 39 lb down and 24 lb up at 28-2-7, 39 lb down and 24 lb up at 29-8-9, 81 lb down and 41 lb up at 31-8-9, and 59 lb down and 22 lb up at 32-9-7, and 36 lb down at 33-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-7=-60, 7-8=-60, 8-9=-60, 10-17=-20 Concentrated Loads (lb) Vert: 3=-39(B) 14=-22(B) 16=-22(B) 12=-22(B) 6=-42(B) 13=-22(B) 18=-37(B) 19=-40(B) 20=-42(B) 21=-42(B) 22=-42(B) 23=-42(B) 24=-42(B) 25=-42(B) 26=-42(B) 27=-42(B) 28=-45(B) 29=-45(B) 30=-45(B) 31=-45(B) 33=-3(B) 34=-37(B) 35=-25(B) 36=-22(B) 37=-22(B) 38=-22(B) 39=-22(B) 40=-22(B) 41=-22(B) 42=-22(B) 43=-19(B) 44=-19(B) 45=-19(B) 46=-19(B) 47=-81(B) 48=-59(B) 49=-25(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss TG07 Truss Type Common Girder Qty 1 Ply 2 20 Copper Run Job Reference (optional) I40043008 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:51:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-iLV3uSAMdKNkI3zl10QHuT6bay3i1?aeOXmzikzr5SN Scale = 1:36.7 1 2 3 4 5 11 10 9 8 7 6 12 13 14 15 16 17 18 19 10x16 MT18HS 6x6 10x16 MT18HS 5x10 MT18HS 10x10 4x8 10x10 4x8 10x10 5-0-85-0-8 9-9-84-9-0 14-6-84-9-0 19-7-05-0-8 5-0-8 5-0-8 9-9-8 4-9-0 14-6-8 4-9-0 19-7-0 5-0-8 0-11-05-9-120-11-06.00 12 Plate Offsets (X,Y)-- [1:0-6-8,0-3-0], [5:0-6-8,0-3-0], [6:0-3-4,0-1-10], [7:0-3-8,0-5-0], [10:0-3-8,0-5-0], [11:0-3-4,0-1-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.76 0.59 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.25 0.04 (loc) 8-10 8-10 6 l/defl >999 >918 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 210 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-8,1-10,5-7: 2x4 SPF No.2, 1-11,5-6: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=6718/0-5-8, 6=7445/0-5-8 Max Horz 11=60(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9936/0, 2-3=-7597/0, 3-4=-7597/0, 4-5=-10022/0, 1-11=-5525/0, 5-6=-5535/0 BOT CHORD 10-11=0/2234, 8-10=0/8816, 7-8=0/8893, 6-7=0/2505 WEBS 3-8=0/6429, 4-8=-2570/0, 4-7=0/2259, 2-8=-2478/0, 2-10=0/2173, 1-10=0/6648, 5-7=0/6453 NOTES-(9-10) 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 0-4-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss 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) 1405 lb down at 2-3-12, 1405 lb down at 4-3-12, 1405 lb down at 6-3-12, 1405 lb down at 8-3-12, 1405 lb down at 10-3-12, 1405 lb down at 12-3-12, 1405 lb down at 14-3-12, and 1405 lb down at 16-3-12, and 1405 lb down at 18-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss TG07 Truss Type Common Girder Qty 1 Ply 2 20 Copper Run Job Reference (optional) I40043008 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:51:18 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-iLV3uSAMdKNkI3zl10QHuT6bay3i1?aeOXmzikzr5SN LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-11=-20 Concentrated Loads (lb) Vert: 7=-1405(B) 12=-1405(B) 13=-1405(B) 14=-1405(B) 15=-1405(B) 16=-1405(B) 17=-1405(B) 18=-1405(B) 19=-1405(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss TG08 Truss Type COMMON GIRDER Qty 1 Ply 2 20 Copper Run Job Reference (optional) 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 28 14:24:34 2020 Page 1 ID:VarUFZKVo2kjotTWURxEQNyoteT-jhwjTMguf7brKglfieVKkOuDrMVuvEh5ZxS0B9zqoVx Scale = 1:57.5 1 2 3 4 5 11 10 9 8 7 612131415161718 3x4 4x8 3x4 7x16 MT18HS 5x10 MT18HS 10x10 6x16 3x12 6x16 3x12 7x16 MT18HS 4-10-124-10-12 9-6-04-7-4 14-1-44-7-4 19-0-04-10-12 4-10-12 4-10-12 9-6-0 4-7-4 14-1-4 4-7-4 19-0-0 4-10-12 1-3-09-2-01-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.50 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.17 0.04 (loc) 8-10 8-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 238 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-8: 2x4 SPF No.2, 1-11,5-6: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-9 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-11, 4-6 REACTIONS.(lb/size)11=7539/0-3-8, 6=6594/0-3-8 Max Horz 11=165(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2140/0, 2-3=-5326/0, 3-4=-5326/0, 4-5=-2047/0, 1-11=-1477/0, 5-6=-1419/0 BOT CHORD 11-12=0/5312, 12-13=0/5312, 10-13=0/5312, 9-10=0/5312, 9-14=0/5312, 8-14=0/5312, 8-15=0/5304, 15-16=0/5304, 7-16=0/5304, 7-17=0/5304, 17-18=0/5304, 6-18=0/5304 WEBS 3-8=0/6428, 4-8=-1860/0, 4-7=0/3026, 2-8=-1871/0, 2-10=0/3024, 2-11=-5454/0, 4-6=-5547/0 NOTES-(9-10) 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 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss 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) 1410 lb down at 0-9-4, 1405 lb down at 2-9-4, 1405 lb down at 4-9-4, 1405 lb down at 6-9-4, 1405 lb down at 8-9-4, 1405 lb down at 10-9-4, 1405 lb down at 12-9-4, and 1405 lb down at 14-9-4, and 1405 lb down at 16-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-11=-20 Continued on page 2 January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss TG08 Truss Type COMMON GIRDER Qty 1 Ply 2 20 Copper Run Job Reference (optional) 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 28 14:24:34 2020 Page 2 ID:VarUFZKVo2kjotTWURxEQNyoteT-jhwjTMguf7brKglfieVKkOuDrMVuvEh5ZxS0B9zqoVx LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=-1405(B) 10=-1405(B) 12=-1410(B) 13=-1405(B) 14=-1405(B) 15=-1405(B) 16=-1405(B) 17=-1405(B) 18=-1405(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss V01 Truss Type GABLE Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40043010 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:51:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-Tt_5ZBGNlnObGHaHVia9D9R2WAtZvpHpDniO_Gzr5SF Scale = 1:10.2 1 2 3 2x4 2x4 2x4 4-5-13 4-5-13 0-0-41-5-154.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.44 0.27 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=148/4-5-13, 3=148/4-5-13 Max Horz 1=38(LC 7) Max Uplift 1=-5(LC 6), 3=-10(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss V02 Truss Type Valley Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40043011 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:51:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-QG6r_tIdHOeJVbkgd7cdIaWUQ_cpNjn6h5BV39zr5SD Scale = 1:6.5 1 2 3 2x4 2x4 2x4 0-0-80-0-8 3-0-143-0-6 1-6-7 1-6-7 3-0-14 1-6-7 0-0-40-9-40-0-46.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-14 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=86/2-11-14, 3=86/2-11-14 Max Horz 1=7(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss V03 Truss Type Valley Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40043012 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:51:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-uSgDCCJG2imA7lJsAq7srn3YSNw_69QFvlx2bbzr5SC Scale = 1:15.5 1 2 3 4 5 6 2x4 3x4 2x4 2x4 0-0-80-0-8 8-4-148-4-6 4-2-7 4-2-7 8-4-14 4-2-7 0-0-42-1-40-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.46 0.22 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=151/8-3-14, 3=151/8-3-14, 4=296/8-3-14 Max Horz 1=23(LC 14) Max Uplift 1=-14(LC 10), 3=-18(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-9 to 3-5-9, Exterior(2R) 3-5-9 to 4-11-5, Exterior(2E) 4-11-5 to 7-11-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss V04 Truss Type Valley Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40043013 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:51:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-qrn_duKWZJ0uM2TFIF9KwC8pABZba25YN3Q9fUzr5SA Scale = 1:23.1 1 2 3 4 5 6 7 8 3x8 4x8 3x8 2x4 0-0-80-0-8 13-8-1413-8-6 6-10-7 6-10-7 13-8-14 6-10-7 0-0-43-5-40-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.34 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=222/13-7-14, 3=222/13-7-14, 4=554/13-7-14 Max Horz 1=-38(LC 11) Max Uplift 1=-13(LC 10), 3=-19(LC 11) Max Grav 1=227(LC 23), 3=227(LC 24), 4=554(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-333/126 NOTES-(8-9) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-7-9 to 3-7-9, Exterior(2R) 3-7-9 to 10-1-5, Exterior(2E) 10-1-5 to 13-1-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss V05 Truss Type Valley Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40043014 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:51:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-mDvk1aMm5xGcbMcePgCo?dDJm?IX2xirqNvGkMzr5S8 Scale = 1:42.9 1 2 3 4 5 9 8 7 6 10 11 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-50-0-5 16-3-916-3-4 8-1-12 8-1-12 16-3-9 8-1-12 0-0-46-9-80-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.18 0.18 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-2-15. (lb) - Max Horz 1=-116(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-113(LC 10), 6=-113(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=381(LC 17), 6=381(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-290/156, 4-6=-290/156 NOTES-(8-9) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-1-12, Exterior(2R) 5-1-12 to 11-1-12, Interior(1) 11-1-12 to 12-11-5, Exterior(2E) 12-11-5 to 15-11-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=113, 6=113. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss V06 Truss Type GABLE Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40043015 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:51:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-EQT6FwNOsEOTDWBqzNj1XrmRYOeBnMH_31epGpzr5S7 Scale = 1:47.3 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 3x4 3x4 3x4 3x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 24-0-1024-0-10 9-2-11 9-2-11 14-9-15 5-7-4 24-0-10 9-2-11 0-0-47-8-40-0-47-8-410.00 12 Plate Offsets (X,Y)-- [4:0-2-3,0-1-5], [6:0-3-7,0-0-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.31 0.16 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 79 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 24-0-10. (lb) - Max Horz 1=-134(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 10, 11, 13, 14 except 9=-132(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 8 except 10=264(LC 24), 11=313(LC 23), 13=318(LC 17), 14=303(LC 17), 9=443(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-9=-320/176 NOTES-(10-11) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 4-11-13, Exterior(2R) 4-11-13 to 18-9-15, Interior(1) 18-9-15 to 20-7-13, Exterior(2E) 20-7-13 to 23-7-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10, 11, 13, 14 except (jt=lb) 9=132. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss V07 Truss Type Valley Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40043016 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:51:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-BobtgcOfOsfBSqLC5olVdGroaCJOFHmHWL7wLhzr5S5 Scale = 1:43.5 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 3x4 3x4 3x4 3x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 20-9-1520-9-15 20-10-40-0-5 9-0-5 9-0-5 11-9-15 2-9-10 20-10-4 9-0-5 0-0-47-6-40-0-47-6-410.00 12 Plate Offsets (X,Y)-- [4:0-2-3,0-1-5], [5:0-3-15,0-1-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.21 0.17 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 66 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-11: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-9-10. (lb) - Max Horz 1=-131(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 10 except 12=-108(LC 10), 8=-131(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 9 except 10=290(LC 17), 12=349(LC 17), 8=433(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-12=-260/148, 6-8=-315/174 NOTES-(10-11) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 4-9-6, Exterior(2R) 4-9-6 to 15-9-15, Interior(1) 15-9-15 to 17-5-6, Exterior(2E) 17-5-6 to 20-5-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10 except (jt=lb) 12=108, 8=131. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss V08 Truss Type Valley Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40043017 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:51:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-f?8FtyPH99n24zwPeWGk9TOzucem_lIRl_tUt7zr5S4 Scale: 1/4"=1' 1 2 3 4 5 9 8 7 6 10 11 12 13 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-50-0-5 17-7-1317-7-9 8-9-15 8-9-15 17-7-13 8-9-15 0-0-47-4-40-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.24 0.23 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-7-4. (lb) - Max Horz 1=126(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 9=-123(LC 10), 6=-123(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=422(LC 17), 6=422(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-319/170, 4-6=-319/169 NOTES-(8-9) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-9-15, Exterior(2R) 5-9-15 to 11-9-15, Interior(1) 11-9-15 to 14-3-10, Exterior(2E) 14-3-10 to 17-3-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 9 and 123 lb uplift at joint 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss V09 Truss Type Valley Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40043018 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:51:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-7Bid5HQvwTvui7VbCDnzihx7X005jCFa_ec1Pazr5S3 Scale = 1:38.2 1 2 3 4 5 8 7 6 9 10 3x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-50-0-5 14-5-714-5-2 7-2-12 7-2-12 14-5-7 7-2-12 0-0-46-0-40-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.31 0.09 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-4-13. (lb) - Max Horz 1=-103(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-103(LC 10), 6=-103(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=334(LC 17), 6=334(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-251/142, 4-6=-250/142 NOTES-(8-9) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-9 to 3-2-12, Interior(1) 3-2-12 to 4-2-12, Exterior(2R) 4-2-12 to 10-2-12, Interior(1) 10-2-12 to 11-0-14, Exterior(2E) 11-0-14 to 14-0-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=103, 6=103. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss V10 Truss Type Valley Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40043019 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:51:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-XmOmjJSnDOHTZbDAtLLgKJZa1D?QwaM0gcrh0vzr5S0 Scale = 1:28.9 1 2 3 4 5 6 3x8 5x6 3x8 2x4 0-0-50-0-5 11-3-111-2-12 5-7-8 5-7-8 11-3-1 5-7-8 0-0-44-8-40-0-410.00 12 Plate Offsets (X,Y)-- [1:0-5-13,Edge], [3:0-3-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.31 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=209/11-2-7, 3=209/11-2-7, 4=420/11-2-7 Max Horz 1=-79(LC 6) Max Uplift 1=-2(LC 10), 3=-10(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-9 to 3-4-9, Exterior(2R) 3-4-9 to 7-10-7, Exterior(2E) 7-10-7 to 10-10-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss V11 Truss Type Valley Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40043020 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:51:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-T9WW8?U2l?XBouNZ?mN8Pke0v1jZOVDJ8wKo5nzr5S_ Scale = 1:12.8 1 2 3 4 2x4 3x4 2x4 2x4 0-0-50-0-5 4-10-44-9-15 2-5-2 2-5-2 4-10-4 2-5-2 0-0-42-0-40-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.07 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-4 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=97/4-9-10, 3=97/4-9-10, 4=148/4-9-10 Max Horz 1=-32(LC 6) Max Uplift 1=-8(LC 11), 3=-12(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss V12 Truss Type Valley Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40043021 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:51:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-mVR9cOZR59PB8zPvvk?nBDQ7zr4tXfWLlWWgptzr5Rt Scale = 1:22.8 1 2 3 4 5 6 2x4 3x4 2x4 2x4 0-0-50-0-5 8-0-108-0-5 4-0-5 4-0-5 8-0-10 4-0-5 0-0-43-4-40-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.47 0.22 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=170/8-0-1, 3=170/8-0-1, 4=258/8-0-1 Max Horz 1=-56(LC 6) Max Uplift 1=-13(LC 11), 3=-20(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-7 to 3-3-7, Exterior(2R) 3-3-7 to 4-9-3, Exterior(2E) 4-9-3 to 7-9-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20_Copper_Run Truss V13 Truss Type GABLE Qty 1 Ply 1 20 Copper Run Job Reference (optional) I40043022 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 16:51:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VarUFZKVo2kjotTWURxEQNyoteT-fGggSmcx9Owddbjg8a4kL3bv6SVOTRQxf8Utyezr5Rp Scale = 1:49.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 27 28 3x4 3x4 3x4 3x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 25-7-1325-7-13 9-3-14 9-3-14 16-3-15 7-0-1 25-7-13 9-3-14 0-0-47-9-40-0-47-9-410.00 12 Plate Offsets (X,Y)-- [6:0-2-3,0-1-5], [10:0-3-15,0-1-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.08 0.06 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 107 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-10: 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 25-7-13. (lb) - Max Horz 1=-135(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 19, 20, 21, 23, 24, 25, 26, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 1, 14, 18, 19, 20, 21, 23, 24, 25, 26, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 5-1-0, Exterior(2R) 5-1-0 to 20-3-15, Interior(1) 20-3-15 to 22-3-0, Exterior(2E) 22-3-0 to 25-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 19, 20, 21, 23, 24, 25, 26, 17, 16, 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. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 28,2020 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.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths