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HomeMy WebLinkAboutCOP 007 - 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 12,2020 Liu, Xuegang Pages or sheets covered by this seal: I40586762 thru I40586808 My license renewal date for the state of Indiana is July 31, 2020. 7_Copper_Run 7 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 Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss GE01 Truss Type GABLE Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586762 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:29:59 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-SKOKOUOUsc8SUd39FNEj_y9eM_00?FBOKAzkinzbyKc Scale = 1:34.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x4 3x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-2-0 10-2-0 -1-0-0 1-0-0 5-1-0 5-1-0 10-2-0 5-1-0 11-2-0 1-0-0 1-3-05-5-131-3-010.00 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 0.24 0.12 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 112 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 10-2-0. (lb) - Max Horz 16=-315(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 16=-247(LC 6), 10=-221(LC 7), 14=-207(LC 10), 15=-252(LC 10), 12=-207(LC 11), 11=-246(LC 11) Max Grav All reactions 250 lb or less at joint(s) 16, 10, 14, 12 except 13=256(LC 11), 15=301(LC 8), 11=283(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-223/277, 5-6=-223/271 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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 247 lb uplift at joint 16, 221 lb uplift at joint 10, 207 lb uplift at joint 14, 252 lb uplift at joint 15, 207 lb uplift at joint 12 and 246 lb uplift at joint 11. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss GE02 Truss Type GABLE Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586763 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:01 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-OjV5pAPkNEOAjxDXNoGB3NE_QnhCT8QhoUSrmfzbyKa Scale = 1:89.6 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 19 20 21 22 23 24 25 26 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 3x6 3x6 3x6 3x12 3x6 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 3x12 5x6 37-11-0 37-11-0 -0-11-0 0-11-0 16-4-8 16-4-8 21-6-8 5-2-0 37-11-0 16-4-8 38-10-0 0-11-0 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-4], [12:0-3-12,0-2-0], [15:0-4-4,0-2-4], [25:0-8-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.20 0.14 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.02 (loc) 25 25 25 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 782 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 15-35,14-36,13-37,11-38,16-34: 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 1-11-11, Right 2x8 SP 2400F 2.0E 1-10-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 12-15. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 15-35, 14-36, 13-37, 11-38, 10-40, 9-41, 16-34, 17-32 REACTIONS.All bearings 37-11-0. (lb) - Max Horz 2=-559(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 35, 37, 38, 25 except 2=-350(LC 8), 36=-118(LC 6), 40=-196(LC 10), 41=-166(LC 10), 42=-168(LC 10), 43=-168(LC 10), 44=-167(LC 10), 45=-172(LC 10), 46=-401(LC 10), 34=-169(LC 11), 32=-171(LC 11), 31=-169(LC 11), 30=-166(LC 11), 29=-176(LC 11), 28=-131(LC 11), 27=-359(LC 11) Max Grav All reactions 250 lb or less at joint(s) 35, 36, 37, 38, 40, 41, 42, 43, 44, 45, 34, 32, 31, 30, 29, 28, 25 except 2=463(LC 10), 46=331(LC 8), 27=284(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-725/576, 3-4=-441/408, 4-5=-369/362, 5-6=-320/331, 6-7=-286/323, 7-9=-253/372, 9-10=-242/438, 10-11=-320/526, 11-12=-308/464, 12-13=-298/470, 13-14=-298/470, 14-15=-298/470, 15-16=-338/513, 16-17=-271/391, 17-18=-205/270, 23-25=-438/233 BOT CHORD 2-46=-193/396, 45-46=-193/396, 44-45=-193/396, 43-44=-193/396, 42-43=-193/396, 41-42=-193/396, 40-41=-193/396, 38-40=-193/396, 37-38=-193/396, 36-37=-193/396, 35-36=-193/396, 34-35=-193/396, 32-34=-193/396, 31-32=-193/396, 30-31=-193/396, 29-30=-193/396, 28-29=-193/396, 27-28=-193/396, 25-27=-193/396 WEBS 3-46=-286/410, 23-27=-252/353 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 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 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss GE02 Truss Type GABLE Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586763 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:01 2020 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-OjV5pAPkNEOAjxDXNoGB3NE_QnhCT8QhoUSrmfzbyKa NOTES-(12-13) 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 35, 37, 38, 25 except (jt=lb) 2=350, 36=118, 40=196, 41=166, 42=168, 43=168, 44=167, 45=172, 46=401, 34=169, 32=171, 31=169, 30=166, 29=176, 28=131, 27=359. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss GE03 Truss Type GABLE Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586764 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:03 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-K6drDsR?vreuzFNwUCJf8oJIkbMkx2x_FoxyrYzbyKY Scale = 1:88.4 Sheet Back Full Sheathing 1 Ply 7/16OSB8 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 3x6 3x6 3x6 2x4 3x4 3x12 3x6 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 37-7-8 37-7-8 -0-11-0 0-11-0 16-4-8 16-4-8 21-6-8 5-2-0 37-7-8 16-1-0 1-1-012-0-01-3-512-0-08.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-4], [12:0-3-0,0-2-3], [15:0-4-4,0-2-4], [25: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-SH 0.28 0.13 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.01 (loc) 1 1 25 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 775 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 15-34,14-35,13-36,11-37,16-33: 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 1-11-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 12-15. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 15-34, 14-35, 13-36, 11-37, 10-39, 9-40, 16-33, 17-31 REACTIONS.All bearings 37-7-8. (lb) - Max Horz 2=581(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 25, 34, 37 except 2=-494(LC 6), 35=-122(LC 6), 36=-110(LC 7), 39=-203(LC 10), 40=-165(LC 10), 41=-168(LC 10), 42=-168(LC 10), 43=-167(LC 10), 44=-171(LC 10), 45=-362(LC 10), 33=-164(LC 11), 31=-173(LC 11), 30=-169(LC 11), 29=-166(LC 11), 28=-176(LC 11), 27=-135(LC 11), 26=-304(LC 11) Max Grav All reactions 250 lb or less at joint(s) 25, 35, 36, 37, 39, 40, 41, 42, 43, 44, 33, 31, 30, 29, 28, 27 except 2=538(LC 7), 34=309(LC 11), 45=375(LC 8), 26=263(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-753/712, 3-4=-530/519, 4-5=-495/508, 5-6=-463/500, 6-7=-429/510, 7-9=-395/579, 9-10=-360/644, 10-11=-438/740, 11-12=-401/633, 12-13=-394/642, 13-14=-394/642, 14-15=-394/642, 15-16=-451/718, 16-17=-386/600, 17-18=-320/477, 18-20=-254/357 WEBS 15-34=-285/125, 3-45=-328/372, 23-26=-198/267 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 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 100 lb uplift at joint(s) 25, 34, 37 except (jt=lb) 2=494, 35=122, 36=110, 39=203, 40=165, 41=168, 42=168, 43=167, 44=171, 45=362, 33=164, 31=173, 30=169, 29=166, 28=176, 27=135, 26=304. Continued on page 2 March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss GE03 Truss Type GABLE Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586764 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:03 2020 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-K6drDsR?vreuzFNwUCJf8oJIkbMkx2x_FoxyrYzbyKY NOTES-(12-13) 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss GE04 Truss Type GABLE Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586765 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:04 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-oIBDRCSdg9mkaOx62wquh?sWS?k9gXB7USgVN_zbyKX Scale = 1:35.2 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 4x6 3x12 5x6 3x12 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-11-0 11-11-0 -0-11-0 0-11-0 5-11-8 5-11-8 11-11-0 5-11-8 12-10-0 0-11-0 1-2-05-7-101-2-09.00 12 Plate Offsets (X,Y)-- [2:0-9-10,Edge], [10:0-9-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.09 0.06 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 140 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 2-0-0, Right 2x8 SP 2400F 2.0E 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-11-0. (lb) - Max Horz 2=-252(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 10 except 2=-111(LC 6), 15=-182(LC 10), 16=-287(LC 10), 13=-182(LC 11), 12=-269(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 10, 14, 15, 16, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-16=-234/295, 8-12=-234/280 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss 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) 10 except (jt=lb) 2=111, 15=182, 16=287, 13=182, 12=269. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss GE05 Truss Type Monopitch Supported Gable Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586766 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:05 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-GUlceYSFRSubCYWIcdL7DDOf3O2jP?_Hj6Q3vQzbyKW Scale = 1:13.3 1 2 3 5 4 3x6 3x4 2x4 -1-0-0 1-0-0 4-9-8 4-9-8 0-8-82-1-43.50 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 0.22 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 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: 14 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 Structural wood sheathing directly applied or 4-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=4-9-8, 4=4-9-8 Max Horz 5=151(LC 7) Max Uplift 5=-217(LC 6), 4=-120(LC 10) Max Grav 5=259(LC 1), 4=173(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-222/256 NOTES-(10-11) 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) 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 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss 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) 5=217, 4=120. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss GE06 Truss Type Common Supported Gable Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586767 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:06 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:cn4lKQ4upiBY_35AIrwXBvzbzqY-lgJ_suTtCm0Sqi5VALsMmQxtSoQ?8SZQym9cStzbyKV Scale = 1:30.1 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 4x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 3x4 16-9-0 16-9-0 -1-0-0 1-0-0 8-4-8 8-4-8 16-9-0 8-4-8 17-9-0 1-0-0 0-9-03-6-80-9-04.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-5], [12:0-4-5,0-0-5] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.06 0.03 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 12 12 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-14, Right 2x4 SPF-S Stud 1-6-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-9-0. (lb) - Max Horz 2=101(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-125(LC 6), 19=-128(LC 10), 20=-114(LC 6), 21=-156(LC 10), 16=-127(LC 11), 15=-115(LC 7), 14=-145(LC 11), 12=-141(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 17, 19, 20, 21, 16, 15, 14, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss 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 125 lb uplift at joint 2, 128 lb uplift at joint 19, 114 lb uplift at joint 20, 156 lb uplift at joint 21, 127 lb uplift at joint 16, 115 lb uplift at joint 15, 145 lb uplift at joint 14 and 141 lb uplift at joint 12. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss GE07 Truss Type GABLE Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586768 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:07 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-DttM3DUVz48JRsghj2NbJeU_6CkLtqHaAQv9_JzbyKU Scale = 1:45.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x4 3x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-6-0 13-6-0 -1-0-0 1-0-0 6-9-0 6-9-0 13-6-0 6-9-0 14-6-0 1-0-0 1-3-06-10-81-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.32 0.15 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 170 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-6-0. (lb) - Max Horz 20=-382(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 20=-409(LC 6), 12=-352(LC 7), 17=-201(LC 10), 18=-212(LC 10), 19=-396(LC 7), 15=-200(LC 11), 14=-212(LC 11), 13=-356(LC 6) Max Grav All reactions 250 lb or less at joint(s) 17, 18, 15, 14 except 20=411(LC 7), 12=354(LC 6), 16=348(LC 11), 19=438(LC 8), 13=394(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-242/265, 2-3=-268/277, 4-5=-164/273, 5-6=-259/353, 6-7=-259/342, 7-8=-164/261 WEBS 6-16=-324/182 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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 409 lb uplift at joint 20, 352 lb uplift at joint 12, 201 lb uplift at joint 17, 212 lb uplift at joint 18, 396 lb uplift at joint 19, 200 lb uplift at joint 15, 212 lb uplift at joint 14 and 356 lb uplift at joint 13. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss J01 Truss Type Jack-Open Qty 15 Ply 1 7 Copper Run Job Reference (optional) I40586769 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:08 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-h3QkHZV7kNGA30FtHmuqrr0C_c5OcLkjP4ejWlzbyKT Scale = 1:11.7 1 2 5 3 4 2x4 2x4 1-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 1-1-01-9-00-5-31-3-131-9-08.00 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 0.04 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 Structural wood sheathing directly applied or 1-0-0 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=81(LC 7) Max Uplift 5=-45(LC 10), 3=-31(LC 10), 4=-27(LC 10) Max Grav 5=143(LC 1), 3=20(LC 8), 4=32(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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 45 lb uplift at joint 5, 31 lb uplift at joint 3 and 27 lb uplift at joint 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss M01 Truss Type Monopitch Qty 5 Ply 1 7 Copper Run Job Reference (optional) I40586770 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:16 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-ScvmyIb9rrH10EsQlR1iAXMa8qq4UzjuFJa8oHzbyKL Scale = 1:10.4 1 2 3 5 4 2x4 3x6 2x4 2-10-0 2-10-0 -1-0-0 1-0-0 2-10-0 2-10-0 0-8-61-6-41-2-120-3-81-6-43.50 12 Plate Offsets (X,Y)-- [4:0-2-0,0-0-5] 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 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 Structural wood sheathing directly applied or 2-10-0 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=104(LC 7) Max Uplift 5=-179(LC 6), 4=-61(LC 10) Max Grav 5=187(LC 1), 4=88(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 179 lb uplift at joint 5 and 61 lb uplift at joint 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss M02 Truss Type Monopitch Qty 4 Ply 1 7 Copper Run Job Reference (optional) I40586771 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:16 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-ScvmyIb9rrH10EsQlR1iAXMYEqoRUzjuFJa8oHzbyKL Scale = 1:13.3 1 2 3 5 4 3x4 3x6 3x4 4-9-8 4-9-8 -1-0-0 1-0-0 4-9-8 4-9-8 0-8-82-1-41-9-120-3-82-1-43.50 12 Plate Offsets (X,Y)-- [4:Edge,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-R 0.23 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-8 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=150(LC 7) Max Uplift 5=-216(LC 6), 4=-119(LC 10) Max Grav 5=258(LC 1), 4=171(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-221/254 NOTES-(8-9) 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 216 lb uplift at joint 5 and 119 lb uplift at joint 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) 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 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586772 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:17 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-woT8Aecnc8PueORcJ9ZxjluhgE1zDQy2TzKhLkzbyKK Scale = 1:13.3 1 2 345 2x4 3x4 3x8 2x4 4-9-8 4-9-8 4-9-8 4-9-8 0-8-82-1-41-7-120-5-82-1-43.50 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-3] 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-P 0.38 0.58 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.07 -0.00 (loc) 1-3 1-3 3 l/defl >999 >802 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-3-8, 3=0-1-8 Max Horz 1=135(LC 5) Max Uplift 1=-315(LC 4), 3=-284(LC 8) Max Grav 1=607(LC 1), 3=496(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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) 3 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) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 315 lb uplift at joint 1 and 284 lb uplift at joint 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 372 lb down and 192 lb up at 1-0-12, and 371 lb down and 193 lb up at 3-0-12 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 1-3=-20 Continued on page 2 March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586772 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:17 2020 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-woT8Aecnc8PueORcJ9ZxjluhgE1zDQy2TzKhLkzbyKK LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-372(F) 5=-371(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss MG02 Truss Type Monopitch Girder Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586773 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:18 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-O_1WN_dPNSXlGY0ots4AFyRuneSOytCBid3FtAzbyKJ Scale = 1:11.9 1 2 34 3x4 2x4 2x4 3-10-0 3-10-0 3-10-0 3-10-0 0-8-61-9-121-4-40-5-81-9-123.50 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-P 0.22 0.31 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.02 -0.00 (loc) 1-3 1-3 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-3-8, 3=0-1-8 Max Horz 1=112(LC 5) Max Uplift 1=-150(LC 4), 3=-186(LC 8) Max Grav 1=283(LC 1), 3=316(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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) 3 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) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 150 lb uplift at joint 1 and 186 lb uplift at joint 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 315 lb down and 163 lb up at 2-1-4 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 1-3=-20 Concentrated Loads (lb) Vert: 4=-315(B) March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss PB01 Truss Type GABLE Qty 26 Ply 1 7 Copper Run Job Reference (optional) I40586774 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:19 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-sBbuaKd18mfctib?QZbPoA_562qMhKSLxHpoPczbyKI Scale = 1:13.1 2 3 4 1 5 3x4 2x4 2x4 5-2-0 5-2-0 2-7-0 2-7-0 5-2-0 2-7-0 -0-0-41-8-71-8-110-1-00-1-88.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-2-0. (lb) - Max Horz 1=73(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 2=-189(LC 10), 4=-162(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 4 except 2=263(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss 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) 1, 5 except (jt=lb) 2=189, 4=162. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss PB02 Truss Type GABLE Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586775 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:20 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-KN9Hogefv3nTVsAB_H6eKNWFlRCLQnlUAxYLx3zbyKH Scale = 1:23.7 Sheet Front Full Sheathing 1 Ply 7/16OSB8 2 3 4 5 6 10 9 8 1 7 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-7-6 8-7-6 4-3-11 4-3-11 8-7-6 4-3-11 3-7-10-1-40-1-810.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.03 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-7-6. (lb) - Max Horz 1=-162(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 6 except 1=-119(LC 8), 10=-226(LC 10), 8=-224(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6, 9, 10, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-258/251, 5-8=-258/249 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss 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) 7, 2, 6 except (jt=lb) 1=119, 10=226, 8=224. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss PB03 Truss Type GABLE Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586776 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:21 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-oZjf?0fHgNvK70lNY_dutb3NGrWC9ERdObIvUVzbyKG Scale = 1:23.7 2 3 4 6 1 5 4x6 3x6 3x6 2x4 8-7-6 8-7-6 4-3-11 4-3-11 8-7-6 4-3-11 3-7-10-1-40-1-810.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.27 0.11 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-7-6. (lb) - Max Horz 1=-162(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 6 except 1=-396(LC 17), 5=-314(LC 18), 2=-681(LC 10), 4=-627(LC 11) Max Grav All reactions 250 lb or less at joint(s) 6 except 1=517(LC 10), 5=444(LC 11), 2=612(LC 17), 4=551(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-378/341, 4-5=-246/260 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss 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) 6 except (jt=lb) 1=396, 5=314, 2=681, 4=627. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss PBE01 Truss Type GABLE Qty 2 Ply 1 7 Copper Run Job Reference (optional) I40586777 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:22 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-HlH1DMgvRh1Bk9Ka6i87PobcMFr3uhCndF1S0xzbyKF Scale = 1:13.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 2 3 4 1 5 3x4 2x4 2x4 5-2-0 5-2-0 2-7-0 2-7-0 5-2-0 2-7-0 -0-0-41-8-71-8-110-1-00-1-88.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-2-0. (lb) - Max Horz 1=-73(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 2=-189(LC 10), 4=-162(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 4 except 2=263(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss 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) 1, 5 except (jt=lb) 2=189, 4=162. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss T01 Truss Type Common Qty 4 Ply 1 7 Copper Run Job Reference (optional) I40586778 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:23 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-lyqPQigYC_92MJumfPfMy08epf3OdvNwsvn0YOzbyKE Scale = 1:61.1 1 2 3 4 5 6 7 11 10 9 812 13 14 15 4x6 3x16 MT18HS 3x8 3x4 3x4 3x6 6x6 6x6 3x6 10-5-8 10-5-8 20-11-0 10-5-8 -1-0-0 1-0-0 5-4-0 5-4-0 10-5-8 5-1-8 15-7-0 5-1-8 20-11-0 5-4-0 21-11-0 1-0-0 1-3-09-11-91-3-010.00 12 Plate Offsets (X,Y)-- [8:0-2-12,0-3-0], [11:0-2-12,0-3-0] 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-SH 0.59 0.64 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.50 0.02 (loc) 9-11 9-11 8 l/defl >854 >498 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 91 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-2-9 oc bracing. REACTIONS. (size) 11=0-3-8, 8=0-3-8 Max Horz 11=-530(LC 8) Max Uplift 11=-430(LC 10), 8=-430(LC 11) Max Grav 11=1022(LC 17), 8=1022(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-493/346, 3-4=-862/512, 4-5=-862/512, 5-6=-494/346, 2-11=-506/412, 6-8=-506/412 BOT CHORD 9-11=-384/960, 8-9=-191/739 WEBS 4-9=-367/705, 5-9=-333/497, 3-9=-332/497, 3-11=-737/261, 5-8=-734/259 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) 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=430, 8=430. 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 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss T02 Truss Type Common Qty 2 Ply 1 7 Copper Run Job Reference (optional) I40586779 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:24 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-D8One1hAzIHv_TTyD7BbVDhnk3LdMRn44ZWZ4qzbyKD Scale: 3/16"=1' 1 2 3 4 5 9 8 7 610 11 3x8 MT18HS 3x4 6x18 MT18HS 3x6 6x6 2x4 3x8 6x6 10-5-8 10-5-8 18-6-0 8-0-8 -1-0-0 1-0-0 5-4-0 5-4-0 10-5-8 5-1-8 18-6-0 8-0-8 1-3-09-11-93-3-310.00 12 Plate Offsets (X,Y)-- [5:Edge,0-1-12], [9:Edge,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-SH 0.71 0.90 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.41 -0.67 0.01 (loc) 7-9 7-9 6 l/defl >539 >325 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 *Except* 4-5: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-9: 2x4 SPF-S Stud, 5-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-1-12 oc bracing. REACTIONS. (size) 9=0-3-8, 6=Mechanical Max Horz 9=560(LC 7) Max Uplift 9=-387(LC 10), 6=-343(LC 10) Max Grav 9=907(LC 17), 6=836(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-525/342, 3-4=-693/426, 4-5=-761/402, 2-9=-526/412, 5-6=-737/377 BOT CHORD 7-9=-384/812 WEBS 3-7=-330/485, 4-7=-194/430, 3-9=-533/176, 5-7=-165/567 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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) 9=387, 6=343. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss T03 Truss Type Piggyback Base Qty 2 Ply 1 7 Copper Run Job Reference (optional) I40586780 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:25 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:ZwbKQQAUs2LgbJGWpbhqEwzIGk6-hKyArNiokcPmcd28nqiq1RD_USiq5srDJDG6dGzbyKC Scale = 1:80.3 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 3x6 6x8 5x8 3x6 3x6 3x8 MT18HS 3x4 3x6 3x6 3x8 3x4 3x6 5x8 3x6 5x8 3x6 8-3-8 8-3-8 16-4-8 8-1-0 21-6-8 5-2-0 29-7-8 8-1-0 37-11-0 8-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 21-6-8 5-2-0 29-7-8 8-1-0 37-11-0 8-3-8 38-11-0 1-0-0 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [3:0-1-12,0-1-8], [5:0-4-4,0-1-8], [6:0-4-4,0-1-8], [8:0-1-12,0-1-8], [9:0-2-8,0-1-8], [11:0-3-0,0-1-8], [12:0-2-0,0-1-8], [17:0-2-0,0-1-8], [18:0-3-0,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.84 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.33 0.07 (loc) 15-17 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 185 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-6: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-17,8-12,2-17,9-12: 2x3 SPF No.2, 2-18,9-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-6 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-4-15 oc bracing. WEBS 1 Row at midpt 3-15, 5-14, 8-14 REACTIONS. (size) 18=0-3-8, 11=0-3-8 Max Horz 18=620(LC 9) Max Uplift 18=-762(LC 10), 11=-762(LC 11) Max Grav 18=1774(LC 17), 11=1772(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2243/908, 3-5=-1735/822, 5-6=-1343/839, 6-8=-1731/822, 8-9=-2239/908, 2-18=-1650/805, 9-11=-1646/804 BOT CHORD 17-18=-728/933, 15-17=-832/2118, 14-15=-362/1487, 12-14=-514/1771, 11-12=-394/487 WEBS 3-17=0/290, 3-15=-807/645, 5-15=-317/748, 5-14=-302/303, 6-14=-273/688, 8-14=-805/644, 8-12=0/290, 2-17=-255/1391, 9-12=-267/1387 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=762, 11=762. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss T03A Truss Type Piggyback Base Qty 4 Ply 1 7 Copper Run Job Reference (optional) I40586781 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:28 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-5veITPkg0XnLT4njSyFXf3rUtgkpIAKf?BUnDbzbyK9 Scale = 1:85.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 28 29 3x6 5x8 6x10 3x8 MT18HS 3x6 2x4 4x6 6x8 2x4 2x4 3x6 5x6 4x8 6x16 3x4 3x4 3x4 3x4 3x6 3x8 3x4 3x6 5x6 3x6 5x8 1-3-0 1-3-0 2-3-8 1-0-8 5-11-13 3-8-5 9-8-3 3-8-5 13-4-8 3-8-5 16-4-8 3-0-0 21-6-8 5-2-0 29-7-8 8-1-0 37-11-0 8-3-8 -1-0-0 1-0-0 1-3-0 1-3-0 2-3-8 1-0-8 5-11-13 3-8-5 9-8-3 3-8-5 13-4-8 3-8-5 16-4-8 3-0-0 21-6-8 5-2-0 29-7-8 8-1-0 37-11-0 8-3-8 38-11-0 1-0-0 1-1-012-0-01-1-00-8-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-3-0,0-2-4], [6:0-1-12,0-1-8], [7:0-1-12,0-1-8], [9:0-5-8,0-1-12], [10:0-6-0,0-1-8], [11:0-1-12,0-1-8], [13:0-2-8,0-1-8], [15:0-3-0,0-1-8], [16:0-2-4,0-1-8], [19:0-2-12,0-1-8], [21:0-2-12,0-2-12], [24:0-9-8,0-4-0], [26:0-4-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.82 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.33 0.14 (loc) 16-18 16-18 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 211 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 10-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 4-25,8-20: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 9-21,9-19,9-18,10-18,11-18: 2x4 SPF No.2, 2-27: 2x4 SPF-S Stud 13-15: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-6 max.): 9-10. BOT CHORD Rigid ceiling directly applied or 4-10-10 oc bracing. Except: 1 Row at midpt 8-21 WEBS 1 Row at midpt 9-21, 9-19, 9-18, 11-18 REACTIONS. (size) 27=0-3-8, 15=0-3-8 Max Horz 27=618(LC 9) Max Uplift 27=-761(LC 10), 15=-764(LC 11) Max Grav 27=1738(LC 17), 15=1763(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1344/574, 3-4=-3117/1405, 4-6=-2514/1106, 6-7=-2211/1048, 7-8=-1936/983, 8-9=-1927/1186, 9-10=-1333/840, 10-11=-1719/824, 11-13=-2224/911, 2-27=-1664/744, 13-15=-1636/805 BOT CHORD 26-27=-575/640, 4-24=-246/393, 23-24=-1466/3100, 22-23=-1012/2423, 21-22=-771/2114, 8-21=-277/333, 18-19=-361/1453, 16-18=-517/1759, 15-16=-393/480 WEBS 3-26=-2024/916, 24-26=-843/1790, 3-24=-925/1989, 4-23=-722/486, 6-22=-461/358, 7-22=-218/486, 7-21=-658/489, 19-21=-335/1389, 9-21=-806/1284, 9-18=-284/316, 10-18=-244/655, 11-18=-804/647, 11-16=0/287, 2-26=-421/1145, 13-16=-271/1383 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 27=761, 15=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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss T03A Truss Type Piggyback Base Qty 4 Ply 1 7 Copper Run Job Reference (optional) I40586781 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:28 2020 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-5veITPkg0XnLT4njSyFXf3rUtgkpIAKf?BUnDbzbyK9 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss T03B Truss Type PIGGYBACK BASE Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586782 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:30 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-2Il2u5mxY822iOx6aNI?kUxuuTRtm5tyTVztIUzbyK7 Scale = 1:81.3 1 2 3 4 5 6 78 9 10 11 12 13 14 15 16 29 28 27 26 25 24 23 22 21 20 19 18 1730 31 32 33 34 3x6 6x8 5x8 3x6 3x6 2x4 2x4 4x6 2x4 3x4 3x8 3x4 3x4 3x4 6x8 8x8 4x6 6x10 4x6 4x10 3x4 3x4 3x8 3x6 3x6 5x6 5x6 5-7-3 5-7-3 12-4-0 6-8-13 16-4-8 4-0-8 18-6-10 2-2-2 21-6-8 2-11-14 22-7-8 1-1-0 26-4-12 3-9-4 32-8-3 6-3-7 37-11-0 5-2-13 -0-11-0 0-11-0 4-3-0 4-3-0 8-3-8 4-0-8 12-4-0 4-0-8 16-4-8 4-0-8 18-6-10 2-2-2 21-6-8 2-11-14 22-7-8 1-1-0 26-4-12 3-9-4 30-2-0 3-9-4 33-11-4 3-9-4 37-11-0 3-11-12 38-10-0 0-11-0 1-1-012-0-01-1-03-0-012-0-08.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-8], [4:0-1-12,0-1-8], [6:0-1-12,0-1-8], [7:0-6-4,0-2-4], [9:0-5-12,0-2-0], [10:0-2-12,0-2-0], [13:0-1-12,0-1-8], [14:0-2-0,0-1-8], [17:0-2-12,0-3-0], [19:0-4-4,0-1-8], [21:0-7-8,0-4-8], [23:0-2-0,Edge], [25:0-1-12,0-1-12], [29:0-2-12,0-3-0] 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-SH 0.41 0.72 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.40 0.33 (loc) 20 20 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 232 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* 7-25: 2x4 SPF No.2, 2-29,15-17: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-10 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 8-23 WEBS 1 Row at midpt 6-25, 7-25, 9-23, 9-22, 10-22, 11-19, 3-29, 14-17 REACTIONS. (size) 29=0-3-8, 17=0-3-8 Max Horz 29=-614(LC 8) Max Uplift 29=-757(LC 10), 17=-757(LC 11) Max Grav 29=1757(LC 17), 17=1745(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-406/292, 3-4=-2173/1034, 4-6=-1916/941, 6-7=-1640/909, 7-8=-1763/909, 8-9=-1772/910, 9-10=-2097/996, 10-11=-2393/1006, 11-13=-1940/953, 13-14=-2141/1021, 14-15=-386/272, 2-29=-419/337, 15-17=-403/319 BOT CHORD 27-29=-930/2098, 26-27=-782/2000, 25-26=-564/1778, 22-23=-337/1841, 21-22=-395/1994, 10-21=-451/1137, 18-19=-486/1685, 17-18=-609/1657 WEBS 4-27=-151/257, 4-26=-411/404, 6-26=-265/585, 6-25=-788/578, 7-25=-1358/324, 23-25=-634/2590, 7-23=-369/2071, 9-23=-318/199, 9-22=-593/1101, 10-22=-1119/591, 19-21=-475/2051, 11-21=-314/771, 11-19=-1039/298, 13-19=-367/371, 14-18=-66/256, 3-29=-1971/669, 14-17=-1950/686 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss 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) 29=757, 17=757. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss T03C Truss Type PIGGYBACK BASE Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586783 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:32 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-_htpJmnB4lImxi4VhoKTpv0ENH7LE?NFwpS_NMzbyK5 Scale = 1:81.3 1 2 3 4 5 6 78 9 10 11 12 13 14 15 16 29 28 27 26 25 24 23 22 21 20 19 18 1730 31 32 33 34 3x6 6x8 5x8 3x6 3x6 2x4 2x4 4x6 2x4 3x4 3x8 3x4 3x4 3x4 6x8 8x8 4x6 6x10 4x6 4x10 3x4 3x4 3x8 3x6 3x6 5x6 5x6 5-7-3 5-7-3 12-4-0 6-8-13 16-4-8 4-0-8 18-6-10 2-2-2 21-6-8 2-11-14 22-7-8 1-1-0 26-4-12 3-9-4 32-8-3 6-3-7 37-11-0 5-2-13 -0-11-0 0-11-0 4-3-0 4-3-0 8-3-8 4-0-8 12-4-0 4-0-8 16-4-8 4-0-8 18-6-10 2-2-2 21-6-8 2-11-14 22-7-8 1-1-0 26-4-12 3-9-4 30-2-0 3-9-4 33-11-4 3-9-4 37-11-0 3-11-12 38-10-0 0-11-0 1-1-012-0-01-1-03-0-012-0-08.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-8], [4:0-1-12,0-1-8], [6:0-1-12,0-1-8], [7:0-6-4,0-2-4], [9:0-5-12,0-2-0], [10:0-2-12,0-2-0], [13:0-1-12,0-1-8], [14:0-2-0,0-1-8], [17:0-2-12,0-3-0], [19:0-4-4,0-1-8], [21:0-7-8,0-4-8], [23:0-2-0,Edge], [25:0-1-12,0-1-12], [29:0-2-12,0-3-0] 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-SH 0.41 0.72 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.40 0.33 (loc) 20 20 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 232 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* 7-25: 2x4 SPF No.2, 2-29,15-17: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-10 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 8-23 WEBS 1 Row at midpt 6-25, 7-25, 9-23, 9-22, 10-22, 11-19, 3-29, 14-17 REACTIONS. (size) 29=0-3-8, 17=0-3-8 Max Horz 29=-614(LC 8) Max Uplift 29=-757(LC 10), 17=-757(LC 11) Max Grav 29=1757(LC 17), 17=1745(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-406/292, 3-4=-2173/1034, 4-6=-1916/941, 6-7=-1640/909, 7-8=-1763/909, 8-9=-1772/910, 9-10=-2097/996, 10-11=-2393/1006, 11-13=-1940/953, 13-14=-2141/1021, 14-15=-386/272, 2-29=-419/337, 15-17=-403/319 BOT CHORD 27-29=-930/2098, 26-27=-782/2000, 25-26=-564/1778, 22-23=-337/1841, 21-22=-395/1994, 10-21=-451/1137, 18-19=-486/1685, 17-18=-609/1657 WEBS 4-27=-151/257, 4-26=-411/404, 6-26=-265/585, 6-25=-788/578, 7-25=-1358/324, 23-25=-634/2590, 7-23=-369/2071, 9-23=-318/199, 9-22=-593/1101, 10-22=-1119/591, 19-21=-475/2051, 11-21=-314/771, 11-19=-1039/298, 13-19=-367/371, 14-18=-66/256, 3-29=-1971/669, 14-17=-1950/686 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss 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) 29=757, 17=757. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss T04 Truss Type Piggyback Base Qty 17 Ply 1 7 Copper Run Job Reference (optional) I40586784 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:33 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:ZwbKQQAUs2LgbJGWpbhqEwzIGk6-StRBW6opr3QdZsfhFWriM7ZIAhRnzTnP9TCXvozbyK4 Scale = 1:79.3 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 3x8 MT18HS 6x8 5x8 3x8 MT18HS 3x6 3x8 MT18HS 3x4 3x6 3x6 3x8 3x4 3x8 3x6 4x8 5x8 3x6 8-3-8 8-3-8 16-4-8 8-1-0 21-6-8 5-2-0 29-5-12 7-11-4 37-7-8 8-1-12 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 21-6-8 5-2-0 29-5-12 7-11-4 37-7-8 8-1-12 1-1-012-0-01-3-512-0-08.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [4:0-1-12,0-1-8], [5:0-4-8,0-1-12], [6:0-4-0,0-1-9], [7:0-1-12,0-1-8], [9:0-2-12,0-1-12], [11:0-2-8,0-1-8], [16:0-2-0,0-1-8], [17:0-3-0,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.83 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.33 0.06 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 180 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-14,5-14,5-13,6-13: 2x4 SPF No.2, 9-10,2-17: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-11-12 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-3-14 oc bracing. WEBS 1 Row at midpt 4-14, 5-13, 7-13 REACTIONS. (size) 17=0-3-8, 10=Mechanical Max Horz 17=611(LC 7) Max Uplift 17=-758(LC 10), 10=-689(LC 11) Max Grav 17=1764(LC 17), 10=1677(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2225/903, 4-5=-1716/816, 5-6=-1322/828, 6-7=-1707/817, 7-9=-2159/870, 9-10=-1554/729, 2-17=-1639/801 BOT CHORD 16-17=-751/907, 14-16=-856/2087, 13-14=-383/1453, 11-13=-559/1715, 10-11=-203/262 WEBS 4-16=0/290, 4-14=-809/648, 5-14=-318/751, 5-13=-306/301, 6-13=-277/682, 7-13=-770/633, 9-11=-392/1503, 2-16=-255/1386 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss 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. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=758, 10=689. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss T05 Truss Type COMMON Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586785 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:34 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-w3?ZkSpRcNYUB?EtpDMxvK5Wn5wGi50YO6x5RFzbyK3 Scale = 1:35.2 1 2 3 4 5 8 7 6 4x6 5x12 5x12 2x4 5-11-8 5-11-8 11-11-0 5-11-8 -0-11-0 0-11-0 5-11-8 5-11-8 11-11-0 5-11-8 12-10-0 0-11-0 1-2-05-7-101-2-09.00 12 Plate Offsets (X,Y)-- [2:0-1-5,0-1-12], [4:0-1-5,0-1-12], [6:0-0-0,0-1-12], [8:0-0-0,0-1-12] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.67 0.24 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.08 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 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* 3-7: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=0-3-8, 6=0-3-8 Max Horz 8=-313(LC 8) Max Uplift 8=-269(LC 10), 6=-269(LC 11) Max Grav 8=529(LC 1), 6=529(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-480/269, 3-4=-480/269, 2-8=-464/329, 4-6=-464/329 BOT CHORD 7-8=-74/352, 6-7=-74/352 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=269, 6=269. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss T06 Truss Type Common Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586786 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:35 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-OGZxxoq3NggLo9p3MxtARYehnU9CRKFhcmhezhzbyK2 Scale = 1:61.1 1 2 3 4 5 6 10 9 8 711 12 13 14 4x6 3x6 3x16 MT18HS 3x8 3x4 3x4 3x6 6x6 5x6 10-5-8 10-5-8 20-11-0 10-5-8 -1-0-0 1-0-0 5-4-0 5-4-0 10-5-8 5-1-8 15-7-0 5-1-8 20-11-0 5-4-0 1-3-09-11-91-3-010.00 12 Plate Offsets (X,Y)-- [7:Edge,0-2-8], [10:0-2-12,0-3-0] 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-SH 0.59 0.64 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.50 0.02 (loc) 8-10 8-10 7 l/defl >853 >498 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 89 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-9: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-10,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-10-8 oc bracing. REACTIONS. (size) 10=0-3-8, 7=0-3-8 Max Horz 10=514(LC 7) Max Uplift 10=-430(LC 10), 7=-371(LC 11) Max Grav 10=1024(LC 17), 7=950(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-493/346, 3-4=-864/512, 4-5=-864/513, 5-6=-450/251, 2-10=-505/412, 6-7=-397/281 BOT CHORD 8-10=-414/938, 7-8=-222/722 WEBS 4-8=-371/709, 5-8=-337/503, 3-8=-333/497, 3-10=-740/261, 5-7=-742/319 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) 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=430, 7=371. 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 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss T07 Truss Type Common Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586787 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:36 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-sS7K98qh8_oCQJOGweOP_lBq5ucXA_rrrQQCW7zbyK1 Scale = 1:39.1 1 2 3 4 7 6 5 8x8 4x6 2x4 2x4 3x8 8x8 5-11-8 5-11-8 11-11-0 5-11-8 5-11-8 5-11-8 11-11-0 5-11-8 12-11-0 1-0-0 1-3-06-2-91-3-010.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-10], [3:0-3-8,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-SH 0.75 0.25 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7,3-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-10-14 oc bracing. REACTIONS. (size) 7=0-3-8, 5=0-3-8 Max Horz 7=-335(LC 6) Max Uplift 7=-205(LC 10), 5=-264(LC 11) Max Grav 7=462(LC 1), 5=537(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-454/252, 2-3=-463/259, 1-7=-461/233, 3-5=-485/292 BOT CHORD 6-7=-353/442, 5-6=-248/265 WEBS 1-6=-140/280, 3-6=-214/365 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=205, 5=264. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss T08 Truss Type Common Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586788 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:37 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-KehiMUrKvIw32TzSULweWzj2xIzvvSP_44Al2azbyK0 Scale = 1:34.6 1 2 3 4 5 8 7 6 4x6 2x4 2x4 3x8 6x6 6x6 5-1-0 5-1-0 10-2-0 5-1-0 -1-0-0 1-0-0 5-1-0 5-1-0 10-2-0 5-1-0 11-2-0 1-0-0 1-3-05-5-131-3-010.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-12], [4:0-3-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.18 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 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 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=0-3-8, 6=0-3-8 Max Horz 8=315(LC 9) Max Uplift 8=-233(LC 10), 6=-233(LC 11) Max Grav 8=464(LC 1), 6=464(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-399/219, 3-4=-399/219, 2-8=-419/256, 4-6=-419/256 BOT CHORD 7-8=-342/405 WEBS 2-7=-149/280, 4-7=-157/287 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=233, 6=233. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss T09 Truss Type Common Qty 2 Ply 1 7 Copper Run Job Reference (optional) I40586789 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:38 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-pqE4aqsygb2wfdYe23Rt3AGDmiJ8evj8IkvIa0zbyK? Scale = 1:34.6 1 2 3 4 7 6 5 4x6 6x6 2x4 2x4 3x8 6x6 5-1-0 5-1-0 10-2-0 5-1-0 -1-0-0 1-0-0 5-1-0 5-1-0 10-2-0 5-1-0 1-3-05-5-131-3-010.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-12], [4:0-3-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.18 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7,4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-15 oc bracing. REACTIONS. (size) 7=0-3-8, 5=Mechanical Max Horz 7=300(LC 7) Max Uplift 7=-232(LC 10), 5=-173(LC 11) Max Grav 7=468(LC 1), 5=391(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-401/220, 3-4=-394/214, 2-7=-423/256, 4-5=-407/196 BOT CHORD 6-7=-361/377 WEBS 2-6=-151/281 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) 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) except (jt=lb) 7=232, 5=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) 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 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss T10 Truss Type Common Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586790 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:38 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-pqE4aqsygb2wfdYe23Rt3AGC1iJLewG8IkvIa0zbyK? Scale = 1:36.0 1 2 3 6 5 4 3x4 4x6 3x4 2x4 2x4 3x8 5-1-0 5-1-0 8-8-0 3-7-0 5-1-0 5-1-0 8-8-0 3-7-0 1-3-05-5-132-6-010.00 12 Plate Offsets (X,Y)-- [1:0-1-8,0-1-8], [3:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.59 0.17 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 -0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-6,3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 4=Mechanical Max Horz 6=301(LC 7) Max Uplift 6=-143(LC 10), 4=-171(LC 10) Max Grav 6=335(LC 1), 4=337(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-290/129, 2-3=-318/183, 1-6=-360/167, 3-4=-375/183 BOT CHORD 5-6=-292/250 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) 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) except (jt=lb) 6=143, 4=171. 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 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss T11 Truss Type Common Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586791 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:39 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-H1oSnAtaRvAnHn7rbmy6cOpNn6faNNWHXOfs6SzbyK_ Scale = 1:36.0 1 2 3 6 5 4 3x4 4x6 3x4 2x4 2x4 3x8 5-1-0 5-1-0 8-8-0 3-7-0 5-1-0 5-1-0 8-8-0 3-7-0 1-3-05-5-132-6-010.00 12 Plate Offsets (X,Y)-- [1:0-1-8,0-1-8], [3:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.59 0.17 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 -0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-6,3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=Mechanical, 4=Mechanical Max Horz 6=301(LC 7) Max Uplift 6=-143(LC 10), 4=-171(LC 10) Max Grav 6=335(LC 1), 4=337(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-290/129, 2-3=-318/183, 1-6=-360/167, 3-4=-375/183 BOT CHORD 5-6=-292/250 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) 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) except (jt=lb) 6=143, 4=171. 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 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss T12 Truss Type Piggyback Base Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586792 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:41 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-DPwDCruqyWQUW4GDjB_ahpueovArr3aa?i8zALzbyJy Scale = 1:84.9 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 27 28 3x6 5x8 5x8 3x8 MT18HS 3x6 2x4 4x6 6x8 2x4 2x4 3x6 5x6 4x8 6x10 3x4 3x4 3x4 3x4 3x6 3x8 3x4 3x8 5x6 3x6 4x8 1-3-0 1-3-0 2-3-8 1-0-8 5-11-13 3-8-5 9-8-3 3-8-5 13-4-8 3-8-5 16-4-8 3-0-0 21-6-8 5-2-0 29-7-8 8-1-0 37-11-0 8-3-8 -1-0-0 1-0-0 1-3-0 1-3-0 2-3-8 1-0-8 5-11-13 3-8-5 9-8-3 3-8-5 13-4-8 3-8-5 16-4-8 3-0-0 21-6-8 5-2-0 29-7-8 8-1-0 37-11-0 8-3-8 1-1-012-0-01-1-00-8-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-3-0,0-2-4], [6:0-1-12,0-1-8], [7:0-1-12,0-1-8], [9:0-5-8,0-1-12], [10:0-4-8,0-1-12], [11:0-1-12,0-1-8], [13:0-2-12,0-1-12], [14:0-3-0 ,0-1-8], [15:0-2-8,0-1-8], [18:0-2-12,0-1-8], [20:0-2-12,0-2-12], [23:0-6-4,0-4-0], [25:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.82 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.34 0.13 (loc) 15-17 15-17 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 210 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 10-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 4-24,8-19: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 9-20,9-18,9-17,10-17,11-17: 2x4 SPF No.2, 2-26: 2x4 SPF-S Stud 13-14: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-10-4 max.): 9-10. BOT CHORD Rigid ceiling directly applied or 4-9-12 oc bracing. Except: 1 Row at midpt 8-20 WEBS 1 Row at midpt 9-20, 9-18, 9-17, 11-17 REACTIONS. (size) 26=0-3-8, 14=0-3-8 Max Horz 26=605(LC 7) Max Uplift 26=-761(LC 10), 14=-699(LC 11) Max Grav 26=1739(LC 17), 14=1685(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1344/574, 3-4=-3104/1425, 4-6=-2511/1111, 6-7=-2213/1051, 7-8=-1937/985, 8-9=-1926/1188, 9-10=-1334/840, 10-11=-1724/828, 11-13=-2226/906, 2-26=-1665/745, 13-14=-1558/740 BOT CHORD 25-26=-591/614, 4-23=-254/384, 22-23=-1509/3069, 21-22=-1042/2402, 20-21=-800/2093, 8-20=-277/332, 17-18=-377/1434, 15-17=-580/1770, 14-15=-249/346 WEBS 3-25=-2008/939, 23-25=-876/1766, 3-23=-946/1974, 4-22=-712/500, 6-21=-460/361, 7-21=-220/485, 7-20=-657/491, 18-20=-350/1371, 9-20=-812/1279, 9-17=-283/316, 10-17=-249/660, 11-17=-820/660, 11-15=0/282, 2-25=-420/1146, 13-15=-386/1485 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 26=761, 14=699. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss T12 Truss Type Piggyback Base Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586792 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:41 2020 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-DPwDCruqyWQUW4GDjB_ahpueovArr3aa?i8zALzbyJy 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss T13 Truss Type Common Qty 4 Ply 1 7 Copper Run Job Reference (optional) I40586793 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:43 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:cn4lKQ4upiBY_35AIrwXBvzbzqY-9o2zdXw5U8gCmOQcqc02mEz1VjweJ9NtS0d3EDzbyJw Scale = 1:30.1 1 2 3 4 5 9 8 7 6 4x6 8x8 3x6 3x8 8x8 8-4-8 8-4-8 16-9-0 8-4-8 -1-0-0 1-0-0 8-4-8 8-4-8 16-9-0 8-4-8 17-9-0 1-0-0 0-9-03-6-80-9-04.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-8], [6:Edge,0-6-8], [6:0-2-12,0-0-0], [9:0-2-12,0-0-0], [9:Edge,0-6-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.54 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.19 0.02 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-9,4-6: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-10-9 oc bracing. REACTIONS. (size) 9=0-3-8, 6=0-3-8 Max Horz 9=68(LC 10) Max Uplift 9=-469(LC 6), 6=-469(LC 7) Max Grav 9=725(LC 1), 6=725(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1033/491, 3-4=-1033/491, 2-9=-655/516, 4-6=-655/515 BOT CHORD 7-9=-725/744, 6-7=-663/744 WEBS 3-7=0/329, 2-7=-63/414, 4-7=-63/421 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=469, 6=469. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss TG02 Truss Type GABLE Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586794 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:45 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-5B9j2DxL0lxw?ia_y13Wrf2L7WePnvbAvK6AJ6zbyJu Scale = 1:84.2 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 21 2046 47 48 49 50 3x8 MT18HS 5x8 5x6 3x8 MT18HS 5x6 4x6 3x6 3x4 4x6 3x4 3x6 4x6 6x6 5x16 MT18HS4x6 2x4 2x4 3x8 3x8 3x8 3x8 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 6-6-10 6-6-10 12-10-13 6-4-2 21-6-3 8-7-6 27-10-6 6-4-2 34-5-0 6-6-10 6-6-10 6-6-10 12-10-13 6-4-2 21-6-3 8-7-6 27-10-6 6-4-2 34-5-0 6-6-10 1-3-012-0-01-3-012-0-010.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [3:0-0-12,0-1-8], [4:0-1-12,0-3-4], [5:0-3-5,0-2-8], [9:0-0-0,0-1-12], [9:1-1-6,Edge], [10:0-3-0,0-1-12], [15:0-3-0,0-1-12] 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-SH 0.85 0.40 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.14 0.03 (loc) 12-14 12-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 272 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-14,4-14,4-12,5-12,6-12: 2x4 SPF No.2, 3-17: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 8-7-8 oc bracing. WEBS 1 Row at midpt 3-14, 4-12, 6-12 REACTIONS. (size) 16=0-5-8, 9=0-3-8 Max Horz 16=-558(LC 34) Max Uplift 16=-646(LC 8), 9=-654(LC 9) Max Grav 16=1486(LC 26), 9=1495(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1759/754, 3-4=-1468/831, 4-5=-1051/806, 5-6=-1464/843, 6-8=-1759/768, 1-16=-1372/669, 8-9=-1371/677 BOT CHORD 15-16=-615/670, 14-15=-728/1538, 12-14=-514/1143, 10-12=-399/1273, 9-10=-201/252 WEBS 3-14=-570/568, 14-17=-339/689, 4-17=-339/689, 4-18=-289/287, 12-18=-287/286, 12-19=-288/615, 5-19=-288/615, 1-15=-263/1094, 8-10=-292/1086, 12-20=-555/554, 6-20=-574/571 NOTES-(14-15) 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Vertical gable studs spaced at 2-0-0 oc and horizontal gable studs spaced at 0-1-4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=646, 9=654. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 25 lb down and 31 lb up at 15-5-4, 25 lb down and 31 lb up at 17-5-4, and 25 lb down and 31 lb up at 19-5-4, and 25 lb down and 31 lb up at 21-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss TG02 Truss Type GABLE Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586794 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:46 2020 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-aNj6FZyzn33ndr9BWkalOsbWtwzeWMrJ8_rjrYzbyJt NOTES-(14-15) 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-8=-60, 9-16=-20 Concentrated Loads (lb) Vert: 12=2(B) 47=2(B) 48=2(B) 49=2(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss TG03 Truss Type GABLE Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586795 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:48 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-WmrsgF_DJgJVs9JZd9cDTHgxXke2_E2ccIKqwRzbyJr Scale = 1:60.9 1 2 3 4 5 6 7 8 9 10 11 13 12 34 35 36 37 38 39 40 41 42 43 44 45 46 47 3x6 4x6 3x6 5x12 5x6 5x6 4x6 3x8 2x4 2x4 5x12 5x6 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 10-5-8 10-5-8 20-11-0 10-5-8 -1-0-0 1-0-0 5-4-8 5-4-8 10-5-8 5-1-0 15-6-8 5-1-0 20-11-0 5-4-8 21-11-0 1-0-0 1-3-09-11-91-3-010.00 12 Plate Offsets (X,Y)-- [2:0-9-7,0-0-3], [10:0-9-7,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.52 0.47 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.12 0.01 (loc) 2-13 10-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 150 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-13: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 3-8-4, Right 2x8 SP 2400F 2.0E 3-8-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-11-14 oc bracing. REACTIONS. (size) 2=0-3-8, 10=0-3-8 Max Horz 2=-457(LC 34) Max Uplift 2=-615(LC 8), 10=-615(LC 9) Max Grav 2=1083(LC 42), 10=1083(LC 43) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-1116/641, 5-6=-942/662, 6-7=-926/662, 7-10=-1116/641 BOT CHORD 2-13=-525/1028, 10-13=-333/817 WEBS 6-13=-555/786, 7-13=-349/492, 5-13=-348/491 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=615, 10=615. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 102 lb down and 98 lb up at 0-10-1, and 102 lb down and 98 lb up at 20-0-15 on top chord, and 25 lb down and 31 lb up at 0-10-1, 25 lb down and 31 lb up at 2-5-8, 25 lb down and 31 lb up at 4-5-8, 25 lb down and 31 lb up at 6-5-8, 25 lb down and 31 lb up at 8-5-8, 25 lb down and 31 lb up at 10-5-8, 25 lb down and 31 lb up at 12-5-8, 25 lb down and 31 lb up at 14-5-8, 25 lb down and 31 lb up at 16-5-8, and 25 lb down and 31 lb up at 18-5-8, and 25 lb down and 31 lb up at 20-0-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on page 2 March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss TG03 Truss Type GABLE Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586795 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:48 2020 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-WmrsgF_DJgJVs9JZd9cDTHgxXke2_E2ccIKqwRzbyJr 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6-11=-60, 2-10=-20 Concentrated Loads (lb) Vert: 13=2(F) 34=23(F) 35=23(F) 36=2(F) 37=2(F) 39=2(F) 40=2(F) 41=2(F) 42=2(F) 43=2(F) 44=2(F) 46=2(F) 47=2(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss TG04 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 3 7 Copper Run Job Reference (optional) I40586796 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:51 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:ZwbKQQAUs2LgbJGWpbhqEwzIGk6-wLX?IG06cbh4jd18IIAw5wIMpxdSBZw2IGZUXmzbyJo Scale = 1:76.5 1 2 3 4 56 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 3x6 5x8 5x8 3x6 8x14 MT18HS 4x6 3x6 8x8 8x8 4x6 8x8 8x8 4x6 8x8 3x6 8x8 8x14 MT18HS 4x6 2x4 8x10 4-5-15 4-5-15 8-8-6 4-2-7 12-10-13 4-2-7 17-1-4 4-2-7 21-6-3 4-4-15 25-8-10 4-2-7 29-11-1 4-2-7 34-5-0 4-5-15 4-5-15 4-5-15 8-8-6 4-2-7 12-10-13 4-2-7 17-1-4 4-2-7 17-2-8 0-1-4 21-6-3 4-3-11 25-8-10 4-2-7 29-11-1 4-2-7 34-5-0 4-5-15 1-3-012-0-01-3-012-0-010.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-8], [4:0-1-8,0-1-12], [5:0-6-4,0-2-0], [7:0-6-4,0-2-0], [8:0-1-8,0-1-12], [9:0-2-0,0-1-8], [12:0-0-0,0-1-12], [12:Edge,0-3-8], [13:0-3-8,0-4-12], [14:0-3-8,0-4-12], [16:0-3-8,0-4-12], [17:0-5-0,0-5-0], [18:0-3-8,0-4-8], [20:0-4-0,0-4-12], [21:0-3-8,0-4-8], [22:Edge,0-3-8], [22:0-0-0,0-1-12] 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-SH 0.84 0.68 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.14 0.02 (loc) 18-20 18-20 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 721 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-18,5-18,7-16,8-16,6-17: 2x4 SPF No.2 5-17,7-17: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 22=0-5-8, 12=0-3-8, 17=0-3-8 Max Horz 22=577(LC 5) Max Uplift 22=-2445(LC 8), 12=-2775(LC 9), 17=-7912(LC 8) Max Grav 22=5739(LC 23), 12=6420(LC 24), 17=18357(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-5566/2359, 3-4=-3353/1538, 4-5=-645/479, 5-6=-798/2117, 6-7=-798/2117, 7-8=-801/599, 8-9=-3474/1641, 9-11=-5720/2471, 1-22=-4423/1925, 11-12=-4543/2012 BOT CHORD 21-22=-828/1010, 20-21=-2129/4211, 18-20=-1361/2570, 17-18=-568/759, 16-17=-456/764, 14-16=-1028/2634, 13-14=-1780/4329, 12-13=-358/663 WEBS 3-21=-1251/3068, 3-20=-2473/1332, 4-20=-2424/5428, 4-18=-4437/2306, 5-18=-3421/7415, 5-17=-7688/3504, 7-16=-3446/7485, 8-16=-4380/2278, 8-14=-2389/5356, 9-14=-2511/1341, 9-13=-1265/3118, 1-21=-1427/3657, 11-13=-1455/3753, 7-17=-7709/3474, 6-17=-354/341 NOTES-(15-16) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 9-13 2x4 - 1 row at 0-5-0 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, with BCDL = 10.0psf. 9) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide metal plate or equivalent at bearing(s) 17 to support reaction shown.Continued on page 2 March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss TG04 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 3 7 Copper Run Job Reference (optional) I40586796 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:52 2020 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:ZwbKQQAUs2LgbJGWpbhqEwzIGk6-OX5NWc1kNvpxLncLs?h9d7rXZLzhw0ABWwI23CzbyJn NOTES-(15-16) 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=2445, 12=2775, 17=7912. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1617 lb down and 709 lb up at 1-6-12, 1617 lb down and 709 lb up at 3-6-12, 1617 lb down and 709 lb up at 5-6-12, 1617 lb down and 709 lb up at 7-6-12, 1604 lb down and 709 lb up at 9-6-12, 1614 lb down and 709 lb up at 11-6-12, 1606 lb down and 709 lb up at 13-6-12, 1609 lb down and 709 lb up at 15-6-12, 1617 lb down and 709 lb up at 17-6-12, 1602 lb down and 709 lb up at 19-6-12, 1612 lb down and 709 lb up at 21-6-12, 1609 lb down and 709 lb up at 23-6-12, 1609 lb down and 709 lb up at 25-6-12, 1617 lb down and 709 lb up at 27-6-12, 1617 lb down and 709 lb up at 29-6-12, and 1617 lb down and 709 lb up at 31-6-12, and 1620 lb down and 706 lb up at 33-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 15) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 16) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-7=-60, 7-11=-60, 12-22=-20 Concentrated Loads (lb) Vert: 16=-1465(F) 14=-1465(F) 23=-1465(F) 24=-1465(F) 25=-1465(F) 26=-1465(F) 27=-1465(F) 29=-1465(F) 30=-1465(F) 31=-1465(F) 32=-1465(F) 34=-1465(F) 35=-1465(F) 36=-1465(F) 37=-1465(F) 38=-1465(F) 39=-1468(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss V01 Truss Type GABLE Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586797 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:53 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-sjeljy2M8CxnzwBXQiCOALOnolQCfe8Lla2bbezbyJm Scale = 1:82.9 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 122021 3x6 4x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 31-0-9 31-0-9 15-6-4 15-6-4 31-0-9 15-6-4 0-0-412-11-40-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.15 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.03 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 119 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-4,8-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 6-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 5-17, 7-14 REACTIONS.All bearings 31-0-9. (lb) - Max Horz 1=-603(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 1=-212(LC 8), 17=-440(LC 10), 18=-409(LC 10), 19=-407(LC 10), 14=-439(LC 11), 13=-409(LC 11), 12=-407(LC 11), 11=-105(LC 9) Max Grav All reactions 250 lb or less at joint(s) except 1=379(LC 10), 15=529(LC 20), 17=563(LC 17), 18=534(LC 17), 19=482(LC 17), 14=562(LC 18), 13=534(LC 18), 12=482(LC 18), 11=307(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-680/471, 2-3=-407/362, 3-5=-288/303, 5-6=-319/488, 6-7=-319/432, 9-10=-267/195, 10-11=-567/304 BOT CHORD 1-19=-244/510, 18-19=-244/510, 17-18=-244/510, 15-17=-244/510, 14-15=-244/510, 13-14=-244/510, 12-13=-244/510, 11-12=-244/510 WEBS 6-15=-397/149, 5-17=-371/486, 3-18=-359/462, 2-19=-338/431, 7-14=-371/486, 9-13=-359/462, 10-12=-338/431 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) 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 212 lb uplift at joint 1, 440 lb uplift at joint 17, 409 lb uplift at joint 18, 407 lb uplift at joint 19, 439 lb uplift at joint 14, 409 lb uplift at joint 13, 407 lb uplift at joint 12 and 105 lb uplift at joint 11. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss V02 Truss Type GABLE Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586798 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:54 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-LvC7xI2_vW3ea4mj_QjdiYw0J9mWO1IU_En975zbyJl Scale = 1:72.2 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 3x6 4x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 27-10-2 27-10-2 13-11-1 13-11-1 27-10-2 13-11-1 0-0-411-7-40-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.31 0.14 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.02 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 105 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3,9-11: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 6-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15 REACTIONS.All bearings 27-10-2. (lb) - Max Horz 1=-540(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 1=-265(LC 8), 17=-437(LC 10), 18=-423(LC 10), 19=-331(LC 10), 14=-436(LC 11), 13=-423(LC 11), 12=-331(LC 11), 11=-165(LC 9) Max Grav All reactions 250 lb or less at joint(s) except 1=402(LC 10), 15=514(LC 20), 17=564(LC 17), 18=519(LC 17), 19=383(LC 17), 14=563(LC 18), 13=520(LC 18), 12=383(LC 18), 11=335(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-647/446, 2-4=-409/360, 4-5=-282/287, 5-6=-310/470, 6-7=-310/414, 8-10=-290/204, 10-11=-542/291 BOT CHORD 1-19=-212/423, 18-19=-212/423, 17-18=-212/423, 15-17=-212/423, 14-15=-212/423, 13-14=-212/423, 12-13=-212/423, 11-12=-212/423 WEBS 6-15=-375/137, 5-17=-369/484, 4-18=-367/472, 2-19=-291/377, 7-14=-369/483, 8-13=-367/472, 10-12=-291/377 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) 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 265 lb uplift at joint 1, 437 lb uplift at joint 17, 423 lb uplift at joint 18, 331 lb uplift at joint 19, 436 lb uplift at joint 14, 423 lb uplift at joint 13, 331 lb uplift at joint 12 and 165 lb uplift at joint 11. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss V03 Truss Type GABLE Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586799 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:55 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-p6mV8e3cfqBVCELvX7EsFmTCzY5i7WKeDuXigXzbyJk Scale = 1:66.1 1 2 3 4 5 6 7 13 12 11 10 9 814 15 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 24-7-12 24-7-12 12-3-14 12-3-14 24-7-12 12-3-14 0-0-410-3-40-0-410.00 12 Plate Offsets (X,Y)-- [1:0-1-9,0-1-8], [7:0-0-7,0-1-8], [11:0-2-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.26 0.21 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.02 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 24-7-12. (lb) - Max Horz 1=476(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 7 except 1=-113(LC 6), 12=-429(LC 10), 13=-454(LC 10), 9=-428(LC 11), 8=-454(LC 11) Max Grav All reactions 250 lb or less at joint(s) 7 except 1=290(LC 18), 10=447(LC 20), 12=554(LC 17), 13=546(LC 17), 9=553(LC 18), 8=547(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-463/348, 2-3=-281/240, 3-4=-262/383, 4-5=-262/327, 6-7=-376/219 BOT CHORD 1-13=-186/391, 12-13=-186/391, 10-12=-186/391, 9-10=-186/391, 8-9=-186/391, 7-8=-186/391 WEBS 4-10=-264/76, 3-12=-369/486, 2-13=-372/469, 5-9=-369/485, 6-8=-372/470 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) 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=113, 12=429, 13=454, 9=428, 8=454. 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 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss V04 Truss Type GABLE Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586800 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:56 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-HIKuL_4EQ7JMqOw65rl5oz0MZyScs0dnRYGFCzzbyJj Scale = 1:59.0 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 21-5-5 21-5-5 10-8-11 10-8-11 21-5-5 10-8-11 0-0-48-11-40-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.27 0.16 0.26 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: 72 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 Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 21-5-5. (lb) - Max Horz 1=-412(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 7 except 1=-144(LC 8), 11=-453(LC 10), 13=-356(LC 10), 9=-453(LC 11), 8=-355(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=427(LC 20), 11=549(LC 17), 13=408(LC 17), 9=547(LC 18), 8=409(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-444/320, 2-3=-272/230, 3-4=-236/343, 4-5=-236/288, 6-7=-363/200 BOT CHORD 1-13=-156/323, 11-13=-156/323, 10-11=-156/323, 9-10=-156/323, 8-9=-156/323, 7-8=-156/323 WEBS 3-11=-385/505, 2-13=-305/389, 5-9=-385/504, 6-8=-304/389 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) 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=144, 11=453, 13=356, 9=453, 8=355. 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 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss V05 Truss Type GABLE Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586801 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:57 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-lUuGZK5tBRRDRYVIfYHKKBYXYMl2bT9xgC0pkPzbyJi Scale: 1/4"=1' 1 2 3 4 5 98 7 6 3x6 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 18-2-15 18-2-15 9-1-8 9-1-8 18-2-15 9-1-8 0-0-47-7-40-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.31 0.34 0.24 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: 57 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-8: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-2-15. (lb) - Max Horz 1=-348(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 9=-553(LC 10), 6=-552(LC 11) Max Grav All reactions 250 lb or less at joint(s) 5 except 1=264(LC 18), 7=379(LC 20), 9=659(LC 17), 6=659(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-275/249, 2-3=-206/291 BOT CHORD 1-9=-130/268, 7-9=-130/268, 6-7=-130/268, 5-6=-130/268 WEBS 2-9=-446/568, 4-6=-441/562 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) 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=553, 6=552. 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 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss V06 Truss Type GABLE Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586802 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:58 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-DhSemf6VylZ43i4UDGoZtO5fAm8UKxv4vrlMGszbyJh Scale = 1:39.4 1 2 3 4 5 8769103x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 15-0-9 15-0-9 7-6-4 7-6-4 15-0-9 7-6-4 0-0-46-3-40-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.45 0.14 0.14 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: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-0-9. (lb) - Max Horz 1=-287(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-448(LC 10), 6=-448(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=360(LC 17), 8=516(LC 17), 6=515(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-378/470, 4-6=-378/469 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) 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=448, 6=448. 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 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss V07 Truss Type GABLE Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586803 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:30:59 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-ht00_?67j2hxhrfhmzJoPcerAAUF3PaD8VVwpIzbyJg Scale = 1:33.4 1 2 3 4 5 8763x4 5x10 MT18HS 3x4 2x4 2x4 2x4 2x4 2x4 11-10-2 11-10-2 5-11-1 5-11-1 11-10-2 5-11-1 0-0-44-11-40-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.43 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: 31 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 Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-10-2. (lb) - Max Horz 1=-223(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 5 except 1=-110(LC 8), 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=390(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-255/195 WEBS 2-8=-398/464, 4-6=-398/463 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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) 5 except (jt=lb) 1=110, 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss V08 Truss Type Valley Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586804 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:31:00 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-93ZOBL7lUMqoI?DtKhq1ypAz_ZmSooiNM9ETLkzbyJf Scale = 1:40.2 1 2 3 654 5x10 MT18HS 4x6 4x6 4x6 5x10 MT18HS 2x4 2-11-0 2-11-0 1-5-8 1-5-8 2-11-0 1-5-8 6-1-07-3-106-1-010.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-4], [6:0-0-0,0-2-4] 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 0.62 0.36 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 MT18HS Weight: 35 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x6 SPF No.2 WEBS 2x6 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=2-11-0, 4=2-11-0, 5=2-11-0 Max Horz 6=459(LC 7) Max Uplift 6=-607(LC 6), 4=-606(LC 7) Max Grav 6=630(LC 9), 4=629(LC 8), 5=94(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-289/249, 2-3=-289/249 BOT CHORD 5-6=-283/244, 4-5=-283/244 WEBS 2-5=-339/277 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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) except (jt=lb) 6=607, 4=606. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss V09 Truss Type Valley Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586805 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:31:01 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-dG7nPh8NFgyfw9o3uOLGV1j7QzAAXGRWbp_0tBzbyJe Scale = 1:33.3 1 2 34 765 2x4 4x6 3x4 4x6 2x4 3x6 2-11-0 2-11-0 1-5-8 1-5-8 2-11-0 1-5-8 4-9-05-11-104-9-010.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [3:0-0-11,0-0-0], [4:0-1-10,0-0-0], [7:0-2-4,0-1-0] 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-P 0.64 0.08 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-8-3 oc bracing. REACTIONS. (size) 7=2-11-0, 5=2-11-0, 6=2-11-0 Max Horz 7=-376(LC 6) Max Uplift 7=-454(LC 6), 5=-262(LC 7), 6=-208(LC 11) Max Grav 7=482(LC 9), 5=291(LC 8), 6=281(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-472/460, 4-5=-281/269 BOT CHORD 6-7=-335/306 WEBS 1-6=-489/476, 3-6=-380/365 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) 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) 7=454, 5=262, 6=208. 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 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss V10 Truss Type Valley Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586806 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:31:02 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-6Sh9c19?0z4WYJNGS5sV1EGOWNXfGmtgqTjaPdzbyJd Scale = 1:26.5 1 2 3 654 2x4 3x4 3x4 2x4 3x6 3x4 2-11-0 2-11-0 1-5-8 1-5-8 2-11-0 1-5-8 3-5-04-7-103-5-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.30 0.06 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-11-9 oc bracing. REACTIONS. (size) 6=2-11-0, 4=2-11-0, 5=2-11-0 Max Horz 6=-283(LC 6) Max Uplift 6=-195(LC 6), 4=-195(LC 7), 5=-55(LC 10) Max Grav 6=221(LC 9), 4=221(LC 8), 5=128(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-253/233 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) 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) 5 except (jt=lb) 6=195, 4=195. 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 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss V11 Truss Type Valley Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586807 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:31:03 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-aeFXpN9dnHCN9TyS?pNkaSoamnqa?Dtp27T7y3zbyJc Scale = 1:19.6 1 2 3 654 3x4 3x4 3x4 3x4 3x4 2x4 2-11-0 2-11-0 1-5-8 1-5-8 2-11-0 1-5-8 2-1-03-3-102-1-010.00 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 0.20 0.21 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=2-11-0, 4=2-11-0, 5=2-11-0 Max Horz 6=-189(LC 6) Max Uplift 6=-91(LC 6), 4=-90(LC 7) Max Grav 6=122(LC 9), 4=121(LC 8), 5=113(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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) 6, 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) 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 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 7_Copper_Run Truss V12 Truss Type Valley Qty 1 Ply 1 7 Copper Run Job Reference (optional) I40586808 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 16:31:04 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-2rpv1jAGYbKEndXeZWvz6fLolBCVkgbzHnCgUVzbyJb Scale = 1:12.7 1 2 3 54 2x4 2x4 2x4 2x4 2x4 2-11-0 2-11-0 1-5-8 1-5-8 2-11-0 1-5-8 0-9-01-11-100-9-010.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.06 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=2-11-0, 4=2-11-0 Max Horz 5=-96(LC 6) Max Uplift 5=-48(LC 11), 4=-48(LC 10) Max Grav 5=108(LC 1), 4=108(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=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) 5, 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) 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 12,2020 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