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HomeMy WebLinkAboutCOP 027 - Trusses16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). March 17,2020 Liu, Xuegang Pages or sheets covered by this seal: I40636951 thru I40636984 My license renewal date for the state of Indiana is July 31, 2020. 27_Copper_Run 27 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 27_Copper_Run Truss GE01 Truss Type GABLE Qty 1 Ply 1 27 COPPER RUN Job Reference (optional) I40636951 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:20 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:4aY2spVVWyj172ttwnVXRgypcYy-KBJzjoXF_b9hZm2nArFfxCBpBZx5fuQAjZ7bbtzaJO1 Scale = 1:42.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 3x4 3x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-9-812-9-8 -1-0-0 1-0-0 6-4-12 6-4-12 12-9-8 6-4-12 13-9-8 1-0-0 1-3-06-6-151-3-010.00 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 0.29 0.14 0.30 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: 165 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 Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-9-8. (lb) - Max Horz 24=-368(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 20, 18 except 24=-304(LC 6), 14=-264(LC 7), 21=-160(LC 10), 22=-117(LC 10), 23=-294(LC 7), 17=-160(LC 11), 16=-119(LC 11), 15=-267(LC 6) Max Grav All reactions 250 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=304(LC 9), 14=269(LC 17), 19=333(LC 11), 23=327(LC 8), 15=297(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-207/306, 6-7=-253/338, 7-8=-253/329, 8-9=-207/296 WEBS 7-19=-317/201 NOTES-(11-14) 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=715ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 18 except (jt=lb) 24=304, 14=264, 21=160, 22=117, 23=294, 17=160, 16=119, 15=267. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 17,2020 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 27_Copper_Run Truss GE02 Truss Type Common Supported Gable Qty 1 Ply 1 27 COPPER RUN Job Reference (optional) I40636952 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:22 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:4aY2spVVWyj172ttwnVXRgypcYy-GaQj8UZVWCPPo4C9IGI70dG7fMcb7mFTBtcifmzaJO? Scale = 1:57.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 4x6 3x8 4x6 4x6 3x8 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-11-019-11-0 -1-0-0 1-0-0 9-11-8 9-11-8 19-11-0 9-11-8 20-11-0 1-0-0 1-3-09-6-91-3-010.00 12 Plate Offsets (X,Y)-- [14:Edge,0-3-8], [22:0-3-0,0-3-0] 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-R 0.42 0.20 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.01 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 311 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 Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-19 REACTIONS.All bearings 19-11-0. (lb) - Max Horz 24=510(LC 9) Max Uplift All uplift 100 lb or less at joint(s) except 24=-303(LC 6), 14=-257(LC 7), 20=-178(LC 10), 21=-230(LC 10), 22=-166(LC 10), 23=-370(LC 10), 18=-177(LC 11), 17=-229(LC 11), 16=-170(LC 11), 15=-354(LC 11) Max Grav All reactions 250 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=333(LC 9), 14=297(LC 17), 19=551(LC 11), 23=376(LC 8), 15=347(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-253/242, 2-3=-323/317, 3-4=-216/257, 4-5=-188/354, 5-6=-284/453, 6-7=-360/524, 7-8=-360/506, 8-9=-284/435, 9-10=-188/335, 11-12=-275/272 BOT CHORD 23-24=-247/262, 22-23=-247/262, 21-22=-247/262, 20-21=-247/262, 19-20=-247/262, 18-19=-247/262, 17-18=-247/262, 16-17=-247/262, 15-16=-247/262, 14-15=-247/262 WEBS 7-19=-527/311, 3-23=-231/304, 11-15=-219/295 NOTES-(11-14) 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=715ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 303 lb uplift at joint 24, 257 lb uplift at joint 14, 178 lb uplift at joint 20, 230 lb uplift at joint 21, 166 lb uplift at joint 22, 370 lb uplift at joint 23, 177 lb uplift at joint 18, 229 lb uplift at joint 17, 170 lb uplift at joint 16 and 354 lb uplift at joint 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. Continued on page 2 March 17,2020 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 27_Copper_Run Truss GE02 Truss Type Common Supported Gable Qty 1 Ply 1 27 COPPER RUN Job Reference (optional) I40636952 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:22 2020 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:4aY2spVVWyj172ttwnVXRgypcYy-GaQj8UZVWCPPo4C9IGI70dG7fMcb7mFTBtcifmzaJO? 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 27_Copper_Run Truss GE03 Truss Type GABLE Qty 1 Ply 1 27 COPPER RUN Job Reference (optional) I40636953 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:23 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SOv_pPyOhDXHbG1_lhFZwqyvvaC-km_5Mqa7HWXFQEnMrzpMYqpNLm?9sJpcPXMFBCzaJO_ Scale = 1:11.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 3x6 3x4 3x4 -0-11-0 0-11-0 2-11-8 2-11-8 0-9-01-8-134.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-8] 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 0.11 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 180 120 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* 3-4: 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=2-11-8, 4=2-11-8 Max Horz 5=123(LC 9) Max Uplift 5=-168(LC 6), 4=-70(LC 10) Max Grav 5=185(LC 1), 4=96(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 168 lb uplift at joint 5 and 70 lb uplift at joint 4. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 17,2020 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 27_Copper_Run Truss GE04 Truss Type Common Supported Gable Qty 1 Ply 1 27 COPPER RUN Job Reference (optional) I40636954 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:25 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SOv_pPyOhDXHbG1_lhFZwqyvvaC-h86snWbOo7nzfXxkzOrqeFubIacPK5YvtrrMF5zaJNy Scale = 1:91.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1920 21 22 23 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 4x6 4x6 3x6 5x6 3x6 4x6 4x6 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 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 37-11-037-11-0 -1-0-0 1-0-0 18-11-8 18-11-8 37-11-0 18-11-8 38-11-0 1-0-0 1-1-013-8-111-1-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [22:0-3-0,Edge], [24: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-R 0.52 0.26 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.02 (loc) 23 23 24 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 784 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 *Except* 12-34,11-35,10-37,13-33,14-31: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-11-5 oc bracing. WEBS 1 Row at midpt 12-34, 11-35, 10-37, 9-38, 13-33, 14-31, 15-30 REACTIONS.All bearings 37-11-0. (lb) - Max Horz 44=-697(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 34, 42, 26 except 44=-308(LC 6), 24=-220(LC 7), 35=-129(LC 10), 37=-190(LC 10), 38=-162(LC 10), 39=-171(LC 10), 40=-164(LC 10), 41=-187(LC 10), 43=-407(LC 10), 33=-125(LC 11), 31=-192(LC 11), 30=-161(LC 11), 29=-171(LC 11), 28=-164(LC 11), 27=-185(LC 11), 25=-382(LC 11) Max Grav All reactions 250 lb or less at joint(s) 35, 37, 38, 39, 40, 41, 42, 33, 31, 30, 29, 28, 27, 26 except 44=384(LC 18), 24=316(LC 17), 34=711(LC 11), 43=418(LC 8), 25=376(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-44=-309/265, 2-3=-458/435, 3-4=-350/347, 4-6=-336/366, 6-7=-300/434, 7-8=-276/502, 8-9=-342/571, 9-10=-404/636, 10-11=-479/715, 11-12=-527/757, 12-13=-527/735, 13-14=-479/659, 14-15=-404/581, 15-16=-342/515, 16-17=-276/446, 17-18=-211/378, 18-20=-232/310, 20-21=-251/252, 21-22=-349/322, 22-24=-252/192 BOT CHORD 43-44=-307/347, 42-43=-307/347, 41-42=-307/347, 40-41=-307/347, 39-40=-307/347, 38-39=-307/347, 37-38=-307/347, 35-37=-307/347, 34-35=-307/347, 33-34=-307/347, 31-33=-307/347, 30-31=-307/347, 29-30=-307/347, 28-29=-307/347, 27-28=-307/347, 26-27=-307/347, 25-26=-307/347, 24-25=-307/347 WEBS 12-34=-687/427, 3-43=-284/350, 21-25=-264/336 NOTES-(11-14) 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=715ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.Continued on page 2 March 17,2020 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 27_Copper_Run Truss GE04 Truss Type Common Supported Gable Qty 1 Ply 1 27 COPPER RUN Job Reference (optional) I40636954 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:25 2020 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SOv_pPyOhDXHbG1_lhFZwqyvvaC-h86snWbOo7nzfXxkzOrqeFubIacPK5YvtrrMF5zaJNy NOTES-(11-14) 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 34, 42, 26 except (jt=lb) 44=308, 24=220, 35=129, 37=190, 38=162, 39=171, 40=164, 41=187, 43=407, 33=125, 31=192, 30=161, 29=171, 28=164, 27=185, 25=382. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 27_Copper_Run Truss GE05 Truss Type Common Structural Gable Qty 1 Ply 1 27 COPPER RUN Job Reference (optional) I40636955 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:26 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SOv_pPyOhDXHbG1_lhFZwqyvvaC-9LgE_sc0ZRvqHhWxX6M3ATRkN_tx3TY35VavnXzaJNx Scale = 1:86.7 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 1018 19 20 21 22 23 24 25 11 3x6 5x6 3x6 3x8 MT18HS4x6 4x8 3x6 4x8 3x6 3x4 4x8 3x8 6x18 MT18HS 6x6 4x6 3x8 MT18HS 10-0-210-0-2 19-8-09-7-14 29-7-69-11-6 37-7-88-0-2 39-7-82-0-0 6-8-5 6-8-5 13-2-3 6-5-13 19-8-0 6-5-13 26-3-0 6-7-0 32-10-0 6-7-0 39-7-8 6-9-8 1-3-514-4-111-1-08.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-0], [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-S 0.69 0.62 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.51 0.09 (loc) 12-14 12-14 10 l/defl >999 >875 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 187 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-16,4-16,6-12,8-12: 2x3 SPF No.2, 1-17,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 3-5-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-6-15 oc bracing. WEBS 1 Row at midpt 4-14, 5-14, 6-14, 2-17, 8-10 REACTIONS. (size) 17=Mechanical, 10=2-3-8, 11=0-3-8 Max Horz 17=-698(LC 6) Max Uplift 17=-762(LC 10), 10=-820(LC 11) Max Grav 17=1911(LC 17), 10=1692(LC 18), 11=277(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-532/326, 2-4=-2360/1101, 4-5=-1736/991, 5-6=-1736/988, 6-8=-2373/1141, 8-9=-435/432, 1-17=-459/350, 9-10=-408/412 BOT CHORD 16-17=-1045/2365, 14-16=-705/2036, 12-14=-484/1767, 11-12=-726/1875, 10-11=-726/1875 WEBS 2-16=-269/472, 4-16=-283/660, 4-14=-870/729, 5-14=-761/1464, 6-14=-859/755, 6-12=-320/649, 8-12=-302/498, 2-17=-2094/737, 8-10=-2198/679 NOTES-(9-12) 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=715ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) except (jt=lb) 17=762, 10=820. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 17,2020 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 27_Copper_Run Truss GE06 Truss Type GABLE Qty 1 Ply 1 27 COPPER RUN Job Reference (optional) I40636956 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:29 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SOv_pPyOhDXHbG1_lhFZwqyvvaC-ZwMNcteusMHP89EVCEwmo53ETBxXGvwVoSpZOszaJNu Scale = 1:99.0 12 3 4 5 6 7 8 9 10 11 30 29 28 27 26 25 24 23 22 21 20 19 18 17 1615 14 13 12 65 66 67 3x8 5x6 4x6 3x6 3x4 5x6 5x8 3x4 3x4 3x6 3x6 3x4 3x6 3x8 3x6 3x4 3x6 3x4 3x6 2-8-5 2-8-5 2-8-6 0-0-1 10-2-2 7-5-12 17-8-0 7-5-14 26-6-8 8-10-8 33-1-8 6-7-0 39-11-0 6-9-8 -1-0-0 1-0-0 2-8-5 2-8-5 10-2-2 7-5-14 17-8-0 7-5-14 19-11-8 2-3-8 26-6-8 6-7-0 33-1-8 6-7-0 39-11-0 6-9-8 1-1-014-4-111-1-01-0-08.00 12 5.00 12 Plate Offsets (X,Y)-- [7:0-2-12,0-2-0], [23:0-2-0,0-2-4], [32:0-1-11,0-0-0], [34:0-1-11,0-0-0], [36:0-1-11,0-0-0] 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-S 0.70 0.50 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.25 0.02 (loc) 20-22 20-22 12 l/defl >839 >420 n/a L/d 240 180 n/a PLATES MT20 Weight: 293 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* 7-23,7-20,8-16: 2x4 SPF No.2, 2-30,11-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 7-31: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 29-30,28-29,27-28. 1 Row at midpt 6-23 WEBS 1 Row at midpt 5-23, 20-23, 7-23, 7-20, 8-20, 8-16 REACTIONS.All bearings 22-3-0 except (jt=length) 30=0-3-8, 29=14-11-11, 29=14-11-11, 23=14-11-11, 27=14-11-11, 24=14-11-11, 25=14-11-11, 26=14-11-11, 28=14-11-11. (lb) - Max Horz 30=719(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 26, 13 except 30=-322(LC 6), 29=-540(LC 10), 23=-550(LC 10), 27=-355(LC 10), 20=-325(LC 11), 16=-343(LC 11), 12=-198(LC 11), 19=-177(LC 3) Max Grav All reactions 250 lb or less at joint(s) 22, 12, 24, 25, 26, 28, 18, 17, 15, 14, 13 except 30=349(LC 9), 29=582(LC 17), 29=443(LC 1), 23=717(LC 17), 27=617(LC 17), 20=859(LC 18), 16=468(LC 18), 12=279(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-422/358, 5-6=-403/543, 6-7=-469/679, 7-8=-528/760, 8-10=-441/626, 11-12=-290/281 BOT CHORD 29-30=-664/651, 28-29=-587/589, 27-28=-587/589, 26-27=-311/386, 25-26=-311/386, 24-25=-311/386, 23-24=-311/386, 6-23=-476/557 WEBS 3-29=-485/397, 3-27=-228/301, 5-27=-412/369, 5-23=-226/344, 20-23=-263/341, 7-20=-467/277, 8-20=-631/835, 8-16=-392/198, 10-16=-557/680 NOTES-(12-15) 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=715ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) n/a 5) All plates are 2x4 MT20 unless otherwise indicated. 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Bearing at joint(s) 30 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 March 17,2020 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 27_Copper_Run Truss GE06 Truss Type GABLE Qty 1 Ply 1 27 COPPER RUN Job Reference (optional) I40636956 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:29 2020 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SOv_pPyOhDXHbG1_lhFZwqyvvaC-ZwMNcteusMHP89EVCEwmo53ETBxXGvwVoSpZOszaJNu NOTES-(12-15) 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 13 except (jt=lb) 30=322, 29=540, 23=550, 27=355, 20=325, 16=343, 12=198, 19=177. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 27_Copper_Run Truss J01 Truss Type Jack-Open Qty 1 Ply 1 27 COPPER RUN Job Reference (optional) I40636957 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:30 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SOv_pPyOhDXHbG1_lhFZwqyvvaC-16vlqDfWdgPGlJpimxR?LJcZMbOK?UYe06Y7wIzaJNt Scale: 1.5"=1' 1 2 5 3 4 3x6 1-4-91-3-14 -1-3-6 1-3-6 1-4-9 1-4-9 0-8-101-0-92.84 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 0.12 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 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 Sheathed or 1-4-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-4-15 Max Horz 5=44(LC 7) Max Uplift 3=-13(LC 10), 5=-205(LC 6) Max Grav 3=7(LC 6), 4=21(LC 3), 5=180(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 except (jt=lb) 5=205. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 17,2020 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 27_Copper_Run Truss J02 Truss Type Jack-Open Qty 1 Ply 1 27 COPPER RUN Job Reference (optional) I40636958 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:31 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SOv_pPyOhDXHbG1_lhFZwqyvvaC-VIT71Zg8OzY7NSOuJfyEtW8k4?jZkxnoFmIgSkzaJNs Scale = 1:8.2 1 2 5 3 4 3x6 1-5-111-4-15 -1-3-8 1-3-8 1-5-11 1-5-11 0-8-101-0-130-3-150-8-141-0-132.82 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 0.12 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 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 Sheathed or 1-5-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-4-15 Max Horz 5=45(LC 7) Max Uplift 3=-18(LC 10), 5=-204(LC 6) Max Grav 3=6(LC 20), 4=23(LC 3), 5=181(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 except (jt=lb) 5=204. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 17,2020 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 27_Copper_Run Truss J03 Truss Type JACK-OPEN Qty 3 Ply 1 27 COPPER RUN Job Reference (optional) I40636959 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:31 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SOv_pPyOhDXHbG1_lhFZwqyvvaC-VIT71Zg8OzY7NSOuJfyEtW8jy?imkxnoFmIgSkzaJNs Scale = 1:11.7 1 2 5 3 4 3x6 3-0-83-0-8 -0-11-0 0-11-0 3-0-8 3-0-8 0-9-01-9-31-5-01-9-34.00 12 Plate Offsets (X,Y)-- [2:0-0-7,0-1-4], [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 0.13 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 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 Sheathed or 3-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=91(LC 6) Max Uplift 5=-152(LC 6), 3=-93(LC 10) Max Grav 5=187(LC 1), 3=74(LC 1), 4=54(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 except (jt=lb) 5=152. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 17,2020 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 27_Copper_Run Truss M01 Truss Type MONOPITCH Qty 7 Ply 1 27 COPPER RUN Job Reference (optional) I40636960 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:32 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SOv_pPyOhDXHbG1_lhFZwqyvvaC-_V1VFvhn9Hg_?cz4tMTTQkhtqO1eTNVxUQ1E?BzaJNr Scale = 1:13.8 1 2 3 5 4 2x4 3x6 2x4 4-4-84-4-8 -0-11-0 0-11-0 4-4-8 4-4-8 0-9-02-2-80-3-84.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-0-4] 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-S 0.25 0.16 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.03 -0.00 (loc) 4-5 4-5 5 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 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 4-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 4=123(LC 6) Max Uplift 5=-252(LC 6), 4=-198(LC 6) Max Grav 5=237(LC 1), 4=157(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 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=715ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) except (jt=lb) 5=252, 4=198. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 17,2020 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 27_Copper_Run Truss M02 Truss Type MONOPITCH Qty 9 Ply 1 27 COPPER RUN Job Reference (optional) I40636961 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:33 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SOv_pPyOhDXHbG1_lhFZwqyvvaC-ShbtSFiPwborcmYHR4_iyxE4poPVCqH4i4nnXdzaJNq Scale = 1:11.5 1 2 3 5 4 3x4 3x6 3x4 -0-11-0 0-11-0 2-11-8 2-11-8 0-9-01-8-131-5-50-3-81-8-134.00 12 Plate Offsets (X,Y)-- [4:0-2-1,0-0-11] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.11 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 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* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=123(LC 7) Max Uplift 5=-168(LC 6), 4=-70(LC 10) Max Grav 5=185(LC 1), 4=96(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=168. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 17,2020 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 27_Copper_Run Truss M03 Truss Type MONOPITCH Qty 1 Ply 1 27 COPPER RUN Job Reference (optional) I40636962 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:33 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SOv_pPyOhDXHbG1_lhFZwqyvvaC-ShbtSFiPwborcmYHR4_iyxE4eoP7CqH4i4nnXdzaJNq Scale = 1:8.2 1 2 5 3 4 3x6 0-11-80-11-8 -0-11-0 0-11-0 0-11-8 0-11-8 0-9-01-0-134.00 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 0.12 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 4 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 Sheathed or 0-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=Mechanical, 3=Mechanical Max Horz 5=48(LC 9) Max Uplift 5=-152(LC 6), 4=-4(LC 18), 3=-10(LC 7) Max Grav 5=138(LC 1), 4=12(LC 3), 3=12(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 4, 3 except (jt=lb) 5=152. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 17,2020 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 27_Copper_Run Truss T01 Truss Type Common Qty 3 Ply 1 27 COPPER RUN Job Reference (optional) I40636963 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:34 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SOv_pPyOhDXHbG1_lhFZwqyvvaC-wt9Ffbi1huwiEw7T?nVxV9m2CChyxEnExkWK33zaJNp Scale = 1:41.0 1 2 3 4 5 8 7 6 4x6 3x4 3x4 3x8 8x8 8x8 6-4-126-4-12 12-9-86-4-12 -1-0-0 1-0-0 6-4-12 6-4-12 12-9-8 6-4-12 13-9-8 1-0-0 1-3-06-6-151-3-010.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,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-S 0.90 0.30 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 -0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 53 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* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-7-5 oc bracing. REACTIONS. (size) 8=0-3-8, 6=0-3-8 Max Horz 8=-368(LC 8) Max Uplift 8=-281(LC 10), 6=-281(LC 11) Max Grav 8=569(LC 1), 6=569(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-491/277, 3-4=-491/277, 2-8=-513/311, 4-6=-513/310 BOT CHORD 7-8=-467/555, 6-7=-299/310 WEBS 2-7=-236/421, 4-7=-245/424 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=715ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) The Fabrication Tolerance at joint 2 = 8%, joint 4 = 8% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=281, 6=281. 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.). March 17,2020 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 27_Copper_Run Truss T02 Truss Type COMMON Qty 3 Ply 1 27 COPPER RUN Job Reference (optional) I40636964 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:35 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:4aY2spVVWyj172ttwnVXRgypcYy-O4jetxjfSC2Ys4ifYV1A2MJJKctMgXfNAOGucWzaJNo Scale = 1:58.7 1 2 3 4 5 6 10 9 8 711 12 13 4x6 3x6 3x8 MT18HS 3x8 3x4 3x4 3x6 6x6 6x6 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 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-S 0.55 0.92 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.45 0.02 (loc) 8-10 8-10 7 l/defl >906 >526 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 85 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* 2-10,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size) 10=0-3-8, 7=0-3-8 Max Horz 10=494(LC 7) Max Uplift 10=-412(LC 10), 7=-352(LC 11) Max Grav 10=974(LC 17), 7=898(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-460/319, 3-4=-813/488, 4-5=-814/489, 5-6=-419/231, 2-10=-479/388, 6-7=-373/262 BOT CHORD 8-10=-390/884, 7-8=-208/678 WEBS 4-8=-354/670, 5-8=-317/476, 3-8=-313/471, 3-10=-701/252, 5-7=-705/307 NOTES-(8-11) 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=715ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=412, 7=352. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 17,2020 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 27_Copper_Run Truss T04 Truss Type Common Qty 6 Ply 1 27 COPPER RUN Job Reference (optional) I40636965 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:37 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SOv_pPyOhDXHbG1_lhFZwqyvvaC-KSqOIclv_pIG5Ns2gw3e7nOdOPXw8Swgdil?gOzaJNm Scale = 1:88.6 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 1219 20 3x6 5x6 3x6 3x8 MT18HS 4x8 3x6 3x6 4x8 3x6 3x6 4x8 5x6 6x6 6x6 5x6 3x8 MT18HS 9-7-09-7-0 18-11-89-4-8 28-4-09-4-8 37-11-09-7-0 -1-0-0 1-0-0 6-5-8 6-5-8 12-8-8 6-3-0 18-11-8 6-3-0 25-2-8 6-3-0 31-5-8 6-3-0 37-11-0 6-5-8 38-11-0 1-0-0 1-1-013-8-111-1-08.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0], [9:0-2-8,0-2-0] 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-S 0.64 0.98 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.44 0.10 (loc) 13-15 13-15 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 180 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* 6-15,7-15,5-15: 2x4 SPF No.2, 2-18,10-12: 2x6 SPF No.2 3-18,9-12: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 3-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-15, 7-15, 5-15, 3-18, 9-12 REACTIONS. (size) 18=0-3-8, 12=0-3-8 Max Horz 18=-701(LC 8) Max Uplift 18=-789(LC 10), 12=-789(LC 11) Max Grav 18=1869(LC 17), 12=1869(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-719/515, 3-5=-2233/1046, 5-6=-1642/938, 6-7=-1642/938, 7-9=-2233/1047, 9-10=-718/515, 2-18=-655/532, 10-12=-654/532 BOT CHORD 17-18=-976/2267, 15-17=-653/1952, 13-15=-423/1695, 12-13=-603/1779 WEBS 6-15=-721/1383, 7-15=-825/705, 7-13=-264/607, 9-13=-259/443, 5-15=-824/705, 5-17=-264/606, 3-17=-259/442, 3-18=-1846/576, 9-12=-1845/575 NOTES-(8-11) 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=715ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=789, 12=789. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 17,2020 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 27_Copper_Run Truss T05 Truss Type Common Qty 3 Ply 1 27 COPPER RUN Job Reference (optional) I40636966 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:38 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SOv_pPyOhDXHbG1_lhFZwqyvvaC-ofOmVylYl7Q7jXQEEdatf?xo8pt9tuKqsMUYCqzaJNl Scale = 1:87.7 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 1118 19 20 21 3x6 5x6 3x6 3x6 4x6 4x8 3x6 4x8 3x6 3x4 4x8 3x6 6x10 6x6 5x6 3x8 MT18HS 9-6-29-6-2 18-8-09-1-14 28-1-69-5-6 37-7-89-6-2 6-4-5 6-4-5 12-6-3 6-1-13 18-8-0 6-1-13 24-11-0 6-3-0 31-2-0 6-3-0 37-7-8 6-5-8 38-7-8 1-0-0 1-3-513-8-111-1-08.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-0], [8:0-2-7,0-2-0] 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-S 0.64 0.98 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.47 0.10 (loc) 12-14 12-14 11 l/defl >999 >951 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 178 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* 4-14,5-14,6-14: 2x4 SPF No.2, 1-17,9-11: 2x6 SPF No.2 2-17,8-11: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 3-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-14, 6-14, 2-17, 8-11 REACTIONS. (size) 17=Mechanical, 11=0-3-8 Max Horz 17=-693(LC 6) Max Uplift 17=-716(LC 10), 11=-784(LC 11) Max Grav 17=1801(LC 17), 11=1863(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-517/310, 2-4=-2194/1023, 4-5=-1629/931, 5-6=-1631/928, 6-8=-2230/1044, 8-9=-713/516, 1-17=-445/334, 9-11=-651/532 BOT CHORD 16-17=-938/2212, 14-16=-629/1927, 12-14=-416/1685, 11-12=-597/1773 WEBS 2-16=-230/431, 4-16=-256/594, 4-14=-809/687, 5-14=-713/1371, 6-14=-824/706, 6-12=-268/612, 8-12=-260/444, 2-17=-1933/675, 8-11=-1843/564 NOTES-(9-12) 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=715ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) except (jt=lb) 17=716, 11=784. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 17,2020 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 27_Copper_Run Truss T06 Truss Type Roof Special Qty 7 Ply 1 27 COPPER RUN Job Reference (optional) I40636967 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:39 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SOv_pPyOhDXHbG1_lhFZwqyvvaC-Gry8jImAVRY_Kh?QnK56CCUyJDGVcLUz50E5lHzaJNk Scale = 1:89.2 12 3 4 5 6 7 8 9 10 11 12 13 24 2322 21 20 19 18 17 16 15 14 25 26 3x6 5x6 3x6 3x8 8x8 5x12 3x4 4x6 3x6 4x6 4x6 3x6 3x4 3x6 3x4 3x6 4x8 3x6 4x10 2x4 4x10 4x6 4x6 1-5-6 1-5-6 2-8-5 1-2-14 7-8-3 4-11-14 12-8-2 4-11-14 17-8-0 4-11-14 26-6-8 8-10-8 33-1-8 6-7-0 39-11-0 6-9-8 -1-0-0 1-0-0 1-5-6 1-5-6 2-8-5 1-2-14 7-8-3 4-11-14 12-8-2 4-11-14 17-8-0 4-11-14 19-11-8 2-3-8 26-6-8 6-7-0 33-1-8 6-7-0 39-11-0 6-9-8 1-1-014-4-111-1-01-0-08.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [19:0-3-12,0-2-4], [24:0-0-0,0-0-7] 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-S 0.74 0.78 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.23 -0.45 0.16 (loc) 19-20 16-18 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 218 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* 9-19,9-16,10-15: 2x4 SPF No.2, 2-24: 2x4 SPF-S Stud 13-14: 2x6 SPF No.2 BRACING- TOP CHORD Sheathed or 2-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-5-7 oc bracing. Except: 1 Row at midpt 8-19 WEBS 1 Row at midpt 7-19, 9-19, 10-16, 10-15 2 Rows at 1/3 pts 9-16 REACTIONS. (size) 24=0-3-8, 14=Mechanical Max Horz 24=720(LC 7) Max Uplift 24=-825(LC 10), 14=-764(LC 11) Max Grav 24=1928(LC 17), 14=1868(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2465/1109, 3-4=-3778/1712, 4-6=-2964/1285, 6-7=-2435/1139, 7-8=-1919/1026, 8-9=-1925/1227, 9-10=-2236/1395, 10-12=-2567/1405, 12-13=-2454/998, 2-24=-2086/996, 13-14=-1754/796 BOT CHORD 23-24=-754/767, 22-23=-1343/2673, 21-22=-1772/3616, 20-21=-1204/2835, 19-20=-831/2321, 8-19=-273/341, 15-16=-472/1779, 14-15=-209/289 WEBS 3-23=-1340/576, 3-22=-623/1376, 4-22=-240/446, 4-21=-823/598, 6-21=-129/442, 6-20=-719/521, 7-20=-299/731, 7-19=-958/672, 16-19=-324/1400, 9-19=-886/1490, 9-16=-928/1188, 10-16=-842/937, 10-15=-607/654, 12-15=-532/654, 2-23=-827/1952, 13-15=-515/1709 NOTES-(9-12) 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=715ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 24 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 24=825, 14=764. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 17,2020 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 27_Copper_Run Truss T07 Truss Type Roof Special Qty 2 Ply 1 27 COPPER RUN Job Reference (optional) I40636968 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:41 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SOv_pPyOhDXHbG1_lhFZwqyvvaC-DD4v7_oQ12oia?9pvl7aHdZHp1yz4F_GYKjCp9zaJNi Scale = 1:89.2 12 3 4 5 6 7 8 9 10 11 12 13 24 2322 21 20 19 18 17 16 15 14 25 26 3x6 5x6 3x6 3x8 8x8 5x12 3x4 4x6 3x6 4x6 4x6 3x6 3x4 3x6 3x4 3x6 4x8 3x6 4x10 2x4 4x6 4x6 4x10 1-5-6 1-5-6 2-8-5 1-2-14 7-8-3 4-11-14 12-8-2 4-11-14 17-8-0 4-11-14 26-6-8 8-10-8 33-1-8 6-7-0 39-11-0 6-9-8 -1-0-0 1-0-0 1-5-6 1-5-6 2-8-5 1-2-14 7-8-3 4-11-14 12-8-2 4-11-14 17-8-0 4-11-14 19-11-8 2-3-8 26-6-8 6-7-0 33-1-8 6-7-0 39-11-0 6-9-8 1-1-014-4-111-1-01-0-08.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [19:0-3-12,0-2-4], [24:0-0-0,0-0-7] 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-S 0.74 0.78 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.23 -0.45 0.16 (loc) 19-20 16-18 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 218 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* 9-19,9-16,10-15: 2x4 SPF No.2, 2-24: 2x4 SPF-S Stud 13-14: 2x6 SPF No.2 BRACING- TOP CHORD Sheathed or 2-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-5-7 oc bracing. Except: 1 Row at midpt 8-19 WEBS 1 Row at midpt 7-19, 9-19, 10-16, 10-15 2 Rows at 1/3 pts 9-16 REACTIONS. (size) 24=0-3-8, 14=0-3-8 Max Horz 24=720(LC 7) Max Uplift 24=-825(LC 10), 14=-764(LC 11) Max Grav 24=1928(LC 17), 14=1868(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2465/1109, 3-4=-3778/1712, 4-6=-2964/1285, 6-7=-2435/1139, 7-8=-1919/1026, 8-9=-1925/1227, 9-10=-2236/1395, 10-12=-2567/1405, 12-13=-2454/998, 2-24=-2086/996, 13-14=-1754/796 BOT CHORD 23-24=-754/767, 22-23=-1343/2673, 21-22=-1772/3616, 20-21=-1204/2835, 19-20=-831/2321, 8-19=-273/341, 15-16=-472/1779, 14-15=-209/289 WEBS 3-23=-1340/576, 3-22=-623/1376, 4-22=-240/446, 4-21=-823/598, 6-21=-129/442, 6-20=-719/521, 7-20=-299/731, 7-19=-958/672, 16-19=-324/1400, 9-19=-886/1490, 9-16=-928/1188, 10-16=-842/937, 10-15=-607/654, 12-15=-532/654, 2-23=-827/1952, 13-15=-515/1709 NOTES-(8-11) 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=715ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Bearing at joint(s) 24 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 24=825, 14=764. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).March 17,2020 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 27_Copper_Run Truss T08 Truss Type Common Qty 5 Ply 1 27 COPPER RUN Job Reference (optional) I40636969 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:42 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SOv_pPyOhDXHbG1_lhFZwqyvvaC-hQeHLKo2oMwZB9k?TTfpqr5TOQKQpjBPn_SmLczaJNh Scale = 1:86.7 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 1017 18 19 20 21 22 23 24 3x6 5x6 3x6 3x8 MT18HS4x6 4x8 3x6 4x8 3x6 4x6 4x8 3x8 6x18 MT18HS 6x18 MT18HS 4x6 3x8 MT18HS 10-0-210-0-2 19-8-09-7-14 29-7-69-11-6 39-7-810-0-2 6-8-5 6-8-5 13-2-3 6-5-13 19-8-0 6-5-13 26-3-0 6-7-0 32-10-0 6-7-0 39-7-8 6-9-8 1-3-514-4-111-1-08.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-0], [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-S 0.69 0.64 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.44 0.09 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 187 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-15,4-15,6-11,8-11: 2x3 SPF No.2, 1-16,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 3-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-7-3 oc bracing. WEBS 1 Row at midpt 4-13, 5-13, 6-13, 2-16, 8-10 REACTIONS. (size) 16=Mechanical, 10=0-3-8 Max Horz 16=-698(LC 8) Max Uplift 16=-758(LC 10), 10=-763(LC 11) Max Grav 16=1923(LC 17), 10=1926(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-531/327, 2-4=-2380/1096, 4-5=-1754/987, 5-6=-1755/983, 6-8=-2447/1123, 8-9=-629/379, 1-16=-459/350, 9-10=-516/382 BOT CHORD 15-16=-1041/2380, 13-15=-701/2052, 11-13=-474/1805, 10-11=-710/1942 WEBS 2-15=-267/472, 4-15=-282/662, 4-13=-871/728, 5-13=-756/1484, 6-13=-901/746, 6-11=-303/718, 8-11=-308/495, 2-16=-2116/732, 8-10=-2085/717 NOTES-(9-12) 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=715ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) except (jt=lb) 16=758, 10=763. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 17,2020 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 27_Copper_Run Truss T15 Truss Type COMMON Qty 5 Ply 1 27 COPPER RUN Job Reference (optional) I40636970 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:43 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:4aY2spVVWyj172ttwnVXRgypcYy-9cCfYgpgZf2QpIJC0AA2M2egJqcEY9kZ0eCJu2zaJNg Scale = 1:58.7 1 2 3 4 5 6 7 11 10 9 812 13 14 4x6 3x8 MT18HS 3x8 3x4 3x4 3x6 6x6 6x6 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-S 0.55 0.92 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.45 0.02 (loc) 9-11 9-11 8 l/defl >906 >526 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 Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size) 11=0-3-8, 8=0-3-8 Max Horz 11=510(LC 9) Max Uplift 11=-412(LC 10), 8=-412(LC 11) Max Grav 11=972(LC 17), 8=971(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-460/319, 3-4=-811/488, 4-5=-810/488, 5-6=-458/319, 2-11=-479/388, 6-8=-478/388 BOT CHORD 9-11=-360/905, 8-9=-177/695 WEBS 4-9=-350/667, 5-9=-313/471, 3-9=-313/471, 3-11=-698/252, 5-8=-699/251 NOTES-(8-11) 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=715ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=412, 8=412. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 17,2020 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 27_Copper_Run Truss TG01 Truss Type Common Girder Qty 1 Ply 2 27 COPPER RUN Job Reference (optional) I40636971 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:44 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:4aY2spVVWyj172ttwnVXRgypcYy-dom1m0qIKzAHRSuOauhHvGBtnE5HHgMiEIxsQUzaJNf Scale = 1:41.0 1 2 3 4 5 6 11 10 9 8 712 13 14 15 16 4x6 8x14 MT18HS 8x14 MT18HS 10x10 3x8 10x10 3x8 10x10 3-4-23-4-2 6-4-123-0-10 9-5-63-0-10 12-9-83-4-2 -1-0-0 1-0-0 3-4-2 3-4-2 6-4-12 3-0-10 9-5-6 3-0-10 12-9-8 3-4-2 1-3-06-6-151-3-010.00 12 Plate Offsets (X,Y)-- [6:Edge,0-3-8], [7:0-0-0,0-1-12], [8:0-3-8,0-5-0], [10:0-3-8,0-5-0], [11:Edge,0-3-8], [11:0-0-0,0-1-12] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.44 0.30 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.08 0.01 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 161 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 No.2 *Except* 5-9,5-8,3-9,3-10: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 5-3-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 11=0-3-8, 7=0-3-8 Max Horz 11=346(LC 5) Max Uplift 11=-3086(LC 8), 7=-2844(LC 9) Max Grav 11=6725(LC 2), 7=6243(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5127/2376, 3-4=-4124/2034, 4-5=-4125/2035, 5-6=-5488/2535, 2-11=-4464/2100, 6-7=-4686/2166 BOT CHORD 10-11=-478/575, 9-10=-1819/3873, 8-9=-1842/4159, 7-8=-250/450 WEBS 4-9=-2416/5032, 5-9=-1577/914, 5-8=-905/1966, 3-9=-1157/713, 3-10=-655/1410, 2-10=-1594/3665, 6-8=-1716/3870 NOTES-(11-14) 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. 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=715ft; 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=3086, 7=2844. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1726 lb down and 776 lb up at 0-1-12, 1718 lb down and 784 lb up at 2-3-12, 1718 lb down and 784 lb up at 4-3-12, 1718 lb down and 784 lb up at 6-3-12, 1718 lb down and 784 lb up at 8-3-12, and 1718 lb down and 784 lb up at 9-10-12, and 1720 lb down and 782 lb up at 11-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 March 17,2020 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 27_Copper_Run Truss TG01 Truss Type Common Girder Qty 1 Ply 2 27 COPPER RUN Job Reference (optional) I40636971 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:45 2020 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:4aY2spVVWyj172ttwnVXRgypcYy-5?JQzLrx5HI82cTa8bCWSTj2WeRW07csTyhQywzaJNe 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) 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, 2-4=-60, 4-6=-60, 7-11=-20 Concentrated Loads (lb) Vert: 11=-1569(F) 9=-1561(F) 12=-1561(F) 13=-1561(F) 14=-1561(F) 15=-1561(F) 16=-1563(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 27_Copper_Run Truss TG02 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 27 COPPER RUN Job Reference (optional) I40636972 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:47 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SOv_pPyOhDXHbG1_lhFZwqyvvaC-1NRAO1sBduZsIwdzF0E_XupHAR_kU?F8wGAW1pzaJNc Scale = 1:31.5 12 3 4 56 13 12 11 10 987 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 5x16 MT18HS 3x4 8x14 MT18HS 5x10 MT18HS 5x16 MT18HS 10x16 MT18HS 12x18 MT18HS 6x18 MT18HS10x10 10x10 2-10-132-10-13 6-9-103-10-12 10-8-73-10-14 14-7-83-11-1 17-6-112-11-3 2-10-13 2-10-13 6-9-10 3-10-12 10-8-7 3-10-14 14-7-8 3-11-1 17-6-11 2-11-3 1-1-51-9-21-1-51-9-22.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-3-0], [3:0-5-0,0-2-11], [4:0-8-0,0-2-3], [5:0-9-0,Edge], [6:0-5-8,Edge], [7:0-2-12,0-0-0], [9:0-3-8,0-5-0], [12:0-1-12,0-0-5] 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-S 0.88 0.89 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.45 -0.62 0.08 (loc) 9-11 9-11 7 l/defl >461 >331 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 253 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 2-3,4-5: 2x4 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-13,6-7: 2x6 SP 2400F 2.0E, 2-13,6-8: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Sheathed or 4-6-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-15 max.): 1-2, 3-4, 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 13=0-5-8, 7=0-5-8 Max Horz 13=32(LC 5) Max Uplift 13=-3634(LC 4), 7=-4100(LC 5) Max Grav 13=7926(LC 2), 7=9046(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-356/209, 1-2=-3224/1468, 2-3=-25474/11607, 3-4=-24707/11309, 4-5=-25777/11730, 5-6=-21930/9948, 6-7=-5743/2653 BOT CHORD 12-13=-10359/22749, 11-12=-10309/22581, 9-11=-11402/25006, 8-9=-10407/22828, 7-8=-1477/3213 WEBS 2-13=-20248/9230, 2-12=-342/900, 2-11=-1254/2671, 3-11=-1629/3959, 4-11=-395/213, 4-9=-1660/4041, 5-9=-1302/2728, 5-8=-4610/2243, 6-8=-8837/19474 NOTES-(13-16) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-7-0 oc, Except member 12-2 2x4 - 1 row at 0-9-0 oc, member 11-2 2x4 - 1 row at 0-9-0 oc, member 11-3 2x4 - 1 row at 0-9-0 oc, member 11-4 2x4 - 1 row at 0-9-0 oc, member 9-4 2x4 - 1 row at 0-9-0 oc, member 9-5 2x4 - 1 row at 0-9-0 oc, member 8-5 2x4 - 2 rows staggered at 0-7-0 oc, member 8-6 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=715ft; 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) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=3634, 7=4100. 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.Continued on page 2 March 17,2020 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 27_Copper_Run Truss TG02 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 27 COPPER RUN Job Reference (optional) I40636972 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:47 2020 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SOv_pPyOhDXHbG1_lhFZwqyvvaC-1NRAO1sBduZsIwdzF0E_XupHAR_kU?F8wGAW1pzaJNc NOTES-(13-16) 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 110 lb down and 81 lb up at 4-8-13, 38 lb down and 89 lb up at 6-9-10, 38 lb down and 88 lb up at 8-8-13, and 38 lb down and 89 lb up at 10-8-7, and 109 lb down and 81 lb up at 12-8-13 on top chord, and 1666 lb down and 736 lb up at 1-6-9, 1666 lb down and 736 lb up at 3-6-9, 21 lb down at 4-8-13, 1666 lb down and 736 lb up at 5-6-9, 14 lb down at 6-8-13, 1768 lb down and 782 lb up at 7-2-1, 14 lb down at 8-8-13, 1781 lb down and 778 lb up at 9-2-1, 14 lb down at 10-8-13, 1781 lb down and 778 lb up at 11-2-1, 21 lb down at 12-8-13, 1781 lb down and 778 lb up at 13-2-1, and 1781 lb down and 778 lb up at 15-1-1, and 1786 lb down and 773 lb up at 16-11-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 14) BCSI1. 15) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 16) 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, 4-5=-60, 5-6=-60, 7-13=-20 Concentrated Loads (lb) Vert: 3=-14(F) 4=-14(F) 11=-10(F) 9=-10(F) 14=-13(F) 15=-14(F) 16=-13(F) 17=-1465(B) 18=-1465(B) 19=-8(F) 20=-1465(B) 21=-1547(B) 22=-10(F) 23=-1553(B) 24=-1553(B) 25=-8(F) 26=-1553(B) 27=-1553(B) 28=-1558(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 27_Copper_Run Truss TG03 Truss Type Jack-Open Girder Qty 1 Ply 1 27 COPPER RUN Job Reference (optional) I40636973 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:48 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SOv_pPyOhDXHbG1_lhFZwqyvvaC-Wa?YbNtpOChiw4B9pjlD35LeorWfDd?I9wv4ZFzaJNb Scale = 1:9.8 1 2 3 6 4 75 3x6 3x4 1-6-41-6-4 3-0-81-6-4 -1-0-0 1-0-0 0-10-12 0-10-12 3-0-8 2-1-12 0-9-01-0-91-4-141-1-11-4-144.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-0-7,0-1-4], [3:0-2-0,0-1-6], [6:0-0-0,0-1-4] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.12 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.01 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 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 Sheathed or 3-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 4=Mechanical, 5=Mechanical Max Horz 6=68(LC 4) Max Uplift 6=-173(LC 4), 4=-83(LC 8) Max Grav 6=191(LC 1), 4=73(LC 1), 5=54(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 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=715ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 6=173. 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) 137 lb down and 20 lb up at 0-10-12 on top chord, and 9 lb down and 4 lb up at 0-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) 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=4(B)March 17,2020 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 27_Copper_Run Truss TG04 Truss Type Jack-Open Girder Qty 1 Ply 1 27 COPPER RUN Job Reference (optional) I40636974 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:48 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SOv_pPyOhDXHbG1_lhFZwqyvvaC-Wa?YbNtpOChiw4B9pjlD35LenrWfDd?I9wv4ZFzaJNb Scale = 1:9.9 1 2 3 6 4 75 3x6 3x4 1-6-41-6-4 3-0-81-6-4 -1-0-0 1-0-0 0-11-7 0-11-7 3-0-8 2-1-1 0-9-01-0-131-5-01-1-31-5-04.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-0-7,0-1-4], [3:0-2-0,0-1-6], [6:0-0-0,0-1-4] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.12 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.01 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 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 Sheathed or 3-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 4=Mechanical, 5=Mechanical Max Horz 6=69(LC 4) Max Uplift 6=-173(LC 4), 4=-83(LC 8) Max Grav 6=191(LC 1), 4=73(LC 1), 5=54(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 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=715ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 6=173. 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) 129 lb down and 20 lb up at 0-11-7 on top chord, and 9 lb down and 4 lb up at 0-11-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) 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=4(F)March 17,2020 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 27_Copper_Run Truss V01 Truss Type GABLE Qty 1 Ply 1 27 COPPER RUN Job Reference (optional) I40636975 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:50 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:4aY2spVVWyj172ttwnVXRgypcYy-Sy7J03v3wpxQ9NLYx8oh8WRyKfBthTPbdEOBd8zaJNZ Scale = 1:73.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 4x6 3x4 4x6 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 28-4-1028-4-10 14-2-5 14-2-5 28-4-10 14-2-5 0-0-411-9-150-0-410.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-3-0], [11:0-3-0,0-3-0], [23:0-3-0,0-1-4], [23:0-0-0,0-1-12], [24:0-1-4,0-0-0] 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-S 0.25 0.09 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.02 (loc) - - 15 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 136 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-5,11-15: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 8-22: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-22, 7-24, 6-25, 9-21, 10-20 REACTIONS.All bearings 28-4-10. (lb) - Max Horz 1=-550(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 22 except 1=-228(LC 8), 24=-199(LC 10), 25=-216(LC 10), 26=-204(LC 10), 27=-201(LC 10), 15=-130(LC 9), 28=-204(LC 10), 29=-217(LC 10), 21=-194(LC 11), 20=-218(LC 11), 19=-203(LC 11), 18=-201(LC 11), 17=-204(LC 11), 16=-217(LC 11) Max Grav All reactions 250 lb or less at joint(s) 24, 25, 26, 27, 28, 29, 21, 20, 19, 18, 17, 16 except 1=395(LC 10), 22=461(LC 11), 15=329(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-672/440, 2-3=-510/379, 3-4=-361/321, 4-5=-278/264, 5-6=-233/267, 6-7=-199/366, 7-8=-282/444, 8-9=-282/416, 9-10=-199/262, 13-14=-406/227, 14-15=-569/287 BOT CHORD 1-29=-228/481, 28-29=-228/481, 27-28=-228/481, 26-27=-228/481, 25-26=-228/482, 24-25=-228/482, 22-24=-228/482, 21-22=-228/482, 20-21=-228/482, 19-20=-228/482, 18-19=-227/480, 17-18=-227/480, 16-17=-227/480, 15-16=-227/480 WEBS 8-22=-437/219 NOTES-(8-11) 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=715ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22 except (jt=lb) 1=228, 24=199, 25=216, 26=204, 27=201, 15=130, 28=204, 29=217, 21=194, 20=218, 19=203, 18=201, 17=204, 16=217. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).March 17,2020 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 27_Copper_Run Truss V02 Truss Type Valley Qty 1 Ply 1 27 COPPER RUN Job Reference (optional) I40636976 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:51 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:4aY2spVVWyj172ttwnVXRgypcYy-w9hhEPvhh73HnXwkUsJwhkz2t3WzQt7kru8kAazaJNY Scale = 1:65.4 1 2 3 4 5 6 7 8 9 15 1413 12 11 10 3x4 5x6 3x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 25-1-1525-1-15 25-2-40-0-5 12-7-2 12-7-2 25-2-4 12-7-2 0-0-410-5-150-0-410.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge], [7:0-2-0,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-S 0.51 0.17 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.02 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 5-12: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS.All bearings 25-1-10. (lb) - Max Horz 1=-489(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 9 except 14=-425(LC 10), 15=-479(LC 10), 11=-425(LC 11), 10=-478(LC 11), 1=-115(LC 6) Max Grav All reactions 250 lb or less at joint(s) 9 except 12=477(LC 20), 14=547(LC 17), 15=583(LC 17), 11=547(LC 18), 10=582(LC 18), 1=291(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-463/359, 2-4=-263/244, 4-5=-266/400, 5-6=-266/344, 8-9=-381/238 BOT CHORD 1-15=-201/399, 14-15=-201/399, 12-14=-201/399, 11-12=-201/399, 10-11=-201/399, 9-10=-201/399 WEBS 5-12=-286/82, 4-14=-365/479, 2-15=-393/505, 6-11=-365/479, 8-10=-393/504 NOTES-(8-11) 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=715ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 14=425, 15=479, 11=425, 10=478, 1=115. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 17,2020 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 27_Copper_Run Truss V03 Truss Type Valley Qty 1 Ply 1 27 COPPER RUN Job Reference (optional) I40636977 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:52 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:4aY2spVVWyj172ttwnVXRgypcYy-OLE3RlwKSQB8OhVw2Zq9ExWHNSs69Mgt4YtHi0zaJNX Scale = 1:59.3 1 2 3 4 5 6 7 13 12 11 10 9 8 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-50-0-5 21-11-1321-11-9 10-11-15 10-11-15 21-11-13 10-11-15 0-0-49-1-150-0-410.00 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-S 0.27 0.17 0.28 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: 74 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 21-11-4. (lb) - Max Horz 1=-423(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 7 except 1=-137(LC 8), 11=-451(LC 10), 13=-369(LC 10), 9=-451(LC 11), 8=-369(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=434(LC 20), 11=547(LC 17), 13=424(LC 17), 9=544(LC 18), 8=425(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-448/326, 2-3=-274/230, 3-4=-242/352, 4-5=-242/297, 6-7=-364/202 BOT CHORD 1-13=-160/333, 11-13=-160/333, 10-11=-160/333, 9-10=-160/333, 8-9=-160/333, 7-8=-160/333 WEBS 3-11=-383/502, 2-13=-317/405, 5-9=-383/501, 6-8=-316/405 NOTES-(8-11) 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=715ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 1=137, 11=451, 13=369, 9=451, 8=369. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 17,2020 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 27_Copper_Run Truss V04 Truss Type Valley Qty 1 Ply 1 27 COPPER RUN Job Reference (optional) I40636978 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:53 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:4aY2spVVWyj172ttwnVXRgypcYy-sXoRf5xyCkJ?0r47cHLOm93QBs9WupQ1JBdrETzaJNW Scale = 1:50.7 1 2 3 4 5 987 6 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 18-9-218-9-2 18-9-70-0-5 9-4-12 9-4-12 18-9-7 9-4-12 0-0-47-9-150-0-410.00 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-S 0.40 0.35 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 55 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 Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-8-13. (lb) - Max Horz 1=-361(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 9=-576(LC 10), 6=-575(LC 11) Max Grav All reactions 250 lb or less at joint(s) 5 except 1=278(LC 18), 7=394(LC 20), 9=690(LC 17), 6=689(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-296/274, 2-3=-222/321, 3-4=-222/273 BOT CHORD 1-9=-130/269, 7-9=-130/269, 6-7=-130/269, 5-6=-130/269 WEBS 2-9=-486/621, 4-6=-486/620 NOTES-(8-11) 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=715ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 9=576, 6=575. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 17,2020 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 27_Copper_Run Truss V05 Truss Type Valley Qty 1 Ply 1 27 COPPER RUN Job Reference (optional) I40636979 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:54 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:4aY2spVVWyj172ttwnVXRgypcYy-KkMpsQyaz2Rse?fJA_sdJMbaUGY5dI8AYrMOmvzaJNV Scale = 1:41.0 1 2 3 4 5 8769103x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-50-0-5 15-7-115-6-12 7-9-8 7-9-8 15-7-1 7-9-8 0-0-46-5-150-0-410.00 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-S 0.49 0.14 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 43 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 Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-6-7. (lb) - Max Horz 1=-298(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-464(LC 10), 6=-463(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=359(LC 20), 8=537(LC 17), 6=537(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-394/496, 4-6=-394/495 NOTES-(8-11) 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=715ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=464, 6=463. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 17,2020 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 27_Copper_Run Truss V06 Truss Type GABLE Qty 1 Ply 1 27 COPPER RUN Job Reference (optional) I40636980 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:55 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:4aY2spVVWyj172ttwnVXRgypcYy-owwC3mzCkLZjF8EVjhOsra8ltgvtMm0KmV6yJLzaJNU Scale = 1:34.8 1 2 3 4 5 8763x4 5x10 MT18HS 3x4 2x4 2x4 2x4 2x4 2x4 12-4-1012-4-10 6-2-5 6-2-5 12-4-10 6-2-5 0-0-45-1-150-0-410.00 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-S 0.45 0.10 0.11 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 MT18HS Weight: 32 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-4-10. (lb) - Max Horz 1=234(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-399(LC 10), 6=-398(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=391(LC 17), 6=391(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-379/446, 4-6=-379/445 NOTES-(9-12) 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=715ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=399, 6=398. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 17,2020 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 27_Copper_Run Truss V07 Truss Type GABLE Qty 1 Ply 1 27 COPPER RUN Job Reference (optional) I40636981 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:56 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:4aY2spVVWyj172ttwnVXRgypcYy-H6UaH6zqVfhatIpiHPv5Onhu34CH5DwT?9rVrozaJNT Scale = 1:25.6 1 2 3 43x4 4x6 3x4 2x4 9-2-49-2-4 4-7-2 4-7-2 9-2-4 4-7-2 0-0-43-9-150-0-410.00 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-S 0.61 0.28 0.07 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: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=9-2-4, 3=9-2-4, 4=9-2-4 Max Horz 1=-169(LC 6) Max Uplift 1=-104(LC 11), 3=-125(LC 11), 4=-108(LC 10) Max Grav 1=180(LC 1), 3=185(LC 18), 4=318(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 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=715ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=104, 3=125, 4=108. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 17,2020 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 27_Copper_Run Truss V08 Truss Type GABLE Qty 1 Ply 1 27 COPPER RUN Job Reference (optional) I40636982 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:56 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:SOv_pPyOhDXHbG1_lhFZwqyvvaC-H6UaH6zqVfhatIpiHPv5Onhxv4Cd5EzT?9rVrozaJNT Scale = 1:10.0 1 2 3 3x4 3x4 3x4 4-4-9 4-4-9 0-0-41-5-84.00 12 Plate Offsets (X,Y)-- [3:Edge,0-2-8] 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-P 0.43 0.26 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 Sheathed or 4-4-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-4-9, 3=4-4-9 Max Horz 1=99(LC 7) Max Uplift 1=-84(LC 6), 3=-99(LC 10) Max Grav 1=143(LC 1), 3=143(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 17,2020 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 27_Copper_Run Truss V09 Truss Type Valley Qty 1 Ply 1 27 COPPER RUN Job Reference (optional) I40636983 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:57 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:4aY2spVVWyj172ttwnVXRgypcYy-lI2yUS_SGzpRVSNur6QKx?D6dTa2qhqdEpb2NEzaJNS Scale = 1:17.9 1 2 3 4 3x4 3x4 3x4 2x4 0-0-50-0-5 5-11-135-11-9 2-11-15 2-11-15 5-11-13 2-11-15 0-0-42-5-150-0-410.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [3:0-0-11,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 0.37 0.12 0.03 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: 12 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 Sheathed or 5-11-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-11-4, 3=5-11-4, 4=5-11-4 Max Horz 1=-108(LC 6) Max Uplift 1=-81(LC 11), 3=-94(LC 11), 4=-41(LC 10) Max Grav 1=123(LC 1), 3=125(LC 18), 4=187(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 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=715ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 17,2020 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 27_Copper_Run Truss V10 Truss Type Valley Qty 1 Ply 1 27 COPPER RUN Job Reference (optional) I40636984 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:54:58 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:4aY2spVVWyj172ttwnVXRgypcYy-DVcKio?41GxI6cy4PqxZTCmMHtwhZ8TmSTKcwgzaJNR Scale = 1:8.6 1 2 3 3x4 3x4 3x4 0-0-50-0-5 2-9-72-9-2 1-4-12 1-4-12 2-9-7 1-4-12 0-0-41-1-150-0-410.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [2:0-2-0,Edge], [3:0-0-11,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 0.06 0.10 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: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 2-9-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-8-13, 3=2-8-13 Max Horz 1=44(LC 9) Max Uplift 1=-41(LC 10), 3=-41(LC 11) Max Grav 1=88(LC 1), 3=88(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 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=715ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 17,2020 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 87 654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths