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HomeMy WebLinkAboutI39887847.9_Copper_Run16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). January 15,2020 Liu, Xuegang Pages or sheets covered by this seal: I39887847 thru I39887886 My license renewal date for the state of Indiana is July 31, 2020. 9_Copper_Run 9 Copper Run IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss GE01 Truss Type GABLE Qty 1 Ply 1 9 Copper Run Job Reference (optional) I39887847 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:44:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-8QuWWV1v6EaROfXmS44P1?jjqrIjsyqbkazZeozvOeZ Scale = 1:13.2 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 7 6 5 3x6 2x4 2x4 2x4 2x4 -0-11-0 0-11-0 3-11-8 3-11-8 0-9-02-0-134.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.06 0.03 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 24 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* 4-5: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=163/3-11-8, 5=23/3-11-8, 6=175/3-11-8 Max Horz 7=35(LC 7) Max Uplift 7=-2(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 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.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss GE02 Truss Type GABLE Qty 1 Ply 1 9 Copper Run Job Reference (optional) I39887848 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-Z?af9W3oP9y0F6GL8Cd6fdLDK2JC3Hw2RXCDE7zvOeW Scale = 1:76.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 1314 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 5x8 5x6 5x8 3x6 5x6 3x6 37-11-037-11-0 -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)-- [2:0-2-0,0-0-12], [9:0-1-8,0-0-0], [10:0-3-4,0-3-4], [10:0-0-0,0-1-12], [15:0-4-4,0-2-4], [19:0-4-4,0-2-4], [24:0-0-0,0-1-12], [24:0-3-4,0-3-4], [25:0-1-8,0-0-0], [32:0-2-0,0-0-12] 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 0.11 0.05 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 33 33 34 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 831 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 17-49,16-50,15-51,14-52,18-48,19-47,20-46: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 15-19. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 17-49, 16-50, 15-51, 14-52, 13-54, 12-55, 18-48, 19-47, 20-46, 21-44, 22-43 REACTIONS.All bearings 37-11-0. (lb) - Max Horz 64=144(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 64, 34, 54, 55, 56, 57, 58, 59, 60, 61, 63, 44, 43, 42, 41, 40, 39, 38, 37, 35 Max Grav All reactions 250 lb or less at joint(s) 64, 34, 49, 50, 51, 52, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 48, 47, 46, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 64, 34, 54, 55, 56, 57, 58, 59, 60, 61, 63, 44, 43, 42, 41, 40, 39, 38, 37, 35. 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) 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.).January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss GE03 Truss Type GABLE Qty 1 Ply 1 9 Copper Run Job Reference (optional) I39887849 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-RmpA_u7JSNTSkjZ6N2i2pTVu0fh4?5tdL9AQNuzvOeS Scale = 1:75.3 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 1314 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 3233 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 3x4 3x6 5x6 5x6 3x6 5x6 3x6 37-7-837-7-8 -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)-- [15:0-1-12,0-1-3], [16:0-3-12,0-2-0], [16:0-0-0,0-1-12], [20:0-4-4,0-2-4], [25:0-0-0,0-1-12], [25:0-2-4,0-3-4], [26:0-1-8,0-0-0], [45:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.05 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 1 1 34 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 828 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* 33-34: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 20-47,19-48,18-49,17-50,15-51,14-52,21-46: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 16-20. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 20-47, 19-48, 18-49, 17-50, 15-51, 14-52, 13-54, 12-55, 21-46, 22-44, 23-43 REACTIONS.All bearings 37-7-8. (lb) - Max Horz 64=142(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 64, 34, 54, 55, 56, 57, 58, 59, 60, 61, 63, 44, 43, 42, 41, 40, 39, 38, 37, 35 Max Grav All reactions 250 lb or less at joint(s) 64, 34, 47, 48, 49, 50, 51, 52, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 46, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 64, 34, 54, 55, 56, 57, 58, 59, 60, 61, 63, 44, 43, 42, 41, 40, 39, 38, 37, 35. 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) 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.).January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss GE04 Truss Type GABLE Qty 1 Ply 1 9 Copper Run Job Reference (optional) I39887850 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-O9xwPa8Z_?jAz1jVUTkWuubFUTMtT06wpTfXSnzvOeQ Scale = 1:39.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-11-011-11-0 -0-11-0 0-11-0 5-11-8 5-11-8 11-11-0 5-11-8 12-10-0 0-11-0 1-3-06-2-91-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.07 0.03 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 148 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 11-11-0. (lb) - Max Horz 24=-82(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 24, 14, 21, 22, 23, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 14, 21, 22, 23, 17, 16, 15. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss GE05 Truss Type GABLE Qty 1 Ply 1 9 Copper Run Job Reference (optional) I39887851 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-sLVIdw9BlIr1bBIh2BFlR57P4thoCU?427O4_DzvOeP Scale = 1:30.3 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 4x6 3x6 5x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-4-88-4-8 16-9-08-4-8 -0-11-0 0-11-0 8-4-8 8-4-8 16-9-0 8-4-8 17-8-0 0-11-0 0-9-03-6-80-9-01-4-34.00 12 2.00 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 0.14 0.12 0.04 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: 100 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-9-0. (lb) - Max Horz 20=16(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 12, 18, 14 Max Grav All reactions 250 lb or less at joint(s) 20, 16, 12, 17, 15 except 19=329(LC 23), 13=329(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 18, 14. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 16, 17, 18, 19, 15, 14, 13. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) 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.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss J01 Truss Type JACK-OPEN Qty 20 Ply 1 9 Copper Run Job Reference (optional) I39887852 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-KX3hqGApWczuCLtucum_zJgc4H2cxxvDGn8eXfzvOeO Scale = 1:11.7 1 2 5 3 4 2x4 2x4 1-0-01-0-0 -0-11-0 0-11-0 1-0-0 1-0-0 1-1-01-9-01-3-131-9-08.00 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-MR 0.06 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=132/0-3-8, 3=-5/Mechanical, 4=5/Mechanical Max Horz 5=19(LC 7) Max Uplift 3=-9(LC 10), 4=-3(LC 10) Max Grav 5=132(LC 1), 3=4(LC 8), 4=16(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss M01 Truss Type MONOPITCH Qty 9 Ply 1 9 Copper Run Job Reference (optional) I39887853 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-okc31bARHw5lqVS49bHDWWDlLgO6gN6NVRtB35zvOeN Scale = 1:11.8 1 2 3 6 5 4 7 8 3x8 2x4 3x6 3-9-03-9-0 -0-11-0 0-11-0 3-9-0 3-9-0 0-8-81-9-101-2-121-9-103.50 12 Plate Offsets (X,Y)-- [3:Edge,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MR 0.16 0.06 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 5-6 5-6 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-6: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=214/0-3-0, 8=119/0-1-8 Max Horz 6=21(LC 6) Max Uplift 6=-12(LC 6), 8=-2(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 8 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) 8. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss M02 Truss Type MONOPITCH Qty 1 Ply 1 9 Copper Run Job Reference (optional) I39887854 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-okc31bARHw5lqVS49bHDWWDj6gMSgKQNVRtB35zvOeN Scale = 1:15.7 1 2 3 6 5 4 7 8 3x12 3x4 3x6 2x4 5-9-05-9-0 -0-11-0 0-11-0 5-9-0 5-9-0 0-8-82-4-101-2-122-4-103.50 12 Plate Offsets (X,Y)-- [3:Edge,0-0-14] 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-MR 0.30 0.17 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.01 (loc) 5-6 5-6 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-6: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=291/0-3-0, 8=202/0-1-8 Max Horz 6=31(LC 6) Max Uplift 6=-12(LC 6), 8=-6(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-7=-260/50, 2-6=-253/25 NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 8 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) 8. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss M03 Truss Type MONOPITCH Qty 8 Ply 1 9 Copper Run Job Reference (optional) I39887855 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-GwARFxB32DDbSe1GjJoS3klxa4jqPrOWk5dlbYzvOeM Scale = 1:13.2 1 2 3 5 4 2x4 3x6 2x4 3-11-83-11-8 -0-11-0 0-11-0 3-11-8 3-11-8 0-9-02-0-131-9-50-3-82-0-134.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MR 0.13 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=220/0-3-8, 4=137/0-1-8 Max Horz 5=35(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss PB01 Truss Type Piggyback Qty 26 Ply 1 9 Copper Run Job Reference (optional) I39887856 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-k6kpSHCipXLS3ocTH0KhbxI7cU1S8IefylMI7_zvOeL Scale = 1:12.6 1 2 3 4 5 3x4 2x4 2x4 5-2-05-2-0 2-7-0 2-7-0 5-2-0 2-7-0 0-4-71-7-30-1-80-4-70-1-88.00 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 0.04 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 5 4 l/defl n/r n/r n/a L/d 180 120 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=173/3-8-2, 4=173/3-8-2 Max Horz 2=17(LC 9) 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=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) This truss 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss PB02 Truss Type Piggyback Qty 1 Ply 2 9 Copper Run Job Reference (optional) I39887857 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-CIIBgdDKarTJhyBfrkrw89rIIuPMtkmpBP6rgQzvOeK Scale = 1:18.0 1 2 3 4 5 6 4x6 2x4 2x4 2x4 6-4-36-4-3 3-2-2 3-2-2 6-4-3 3-2-2 0-4-132-7-120-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0] 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 0.05 0.03 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 33 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=146/5-1-1, 4=146/5-1-1, 6=161/5-1-1 Max Horz 2=28(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. 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=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 5) Gable requires continuous bottom chord bearing. 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss PBE01 Truss Type Piggyback Qty 2 Ply 1 9 Copper Run Job Reference (optional) I39887858 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-CIIBgdDKarTJhyBfrkrw89rINuPKtkgpBP6rgQzvOeK Scale = 1:12.7 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 4x6 2x4 2x4 2x4 5-2-05-2-0 2-7-0 2-7-0 5-2-0 2-7-0 0-4-71-7-30-1-80-4-70-1-88.00 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 0.04 0.03 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 5 4 l/defl n/r n/r n/a L/d 180 120 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 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=111/3-8-2, 4=111/3-8-2, 6=125/3-8-2 Max Horz 2=17(LC 9) 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=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) This truss 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss PBE02 Truss Type Piggyback Qty 1 Ply 1 9 Copper Run Job Reference (optional) I39887859 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-gVsatzEyL8bAJ6lrORM9gMNRJIlAcBryQ3rPCtzvOeJ Scale = 1:18.0 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 4x6 2x4 2x4 2x4 6-4-36-4-3 3-2-2 3-2-2 6-4-3 3-2-2 0-4-132-7-120-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0] 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 0.09 0.05 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 32 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=146/5-1-1, 4=146/5-1-1, 6=161/5-1-1 Max Horz 2=28(LC 9) 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=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) This truss 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss T01 Truss Type COMMON Qty 4 Ply 1 9 Copper Run Job Reference (optional) I39887860 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-9hQy5JEa6Sj1wGK1y9tODawUqhseLSh6fjbykJzvOeI Scale = 1:61.1 1 2 3 4 5 6 7 11 10 9 812131415 4x6 3x6 3x8 3x4 3x4 3x6 4x8 4x8 3x6 10-5-810-5-8 20-11-010-5-8 -0-11-0 0-11-0 5-3-1 5-3-1 10-5-8 5-2-7 15-7-15 5-2-7 20-11-0 5-3-1 21-10-0 0-11-0 1-3-09-11-91-3-010.00 12 Plate Offsets (X,Y)-- [8:Edge,0-1-8], [11:Edge,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-MSH 0.62 1.00 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.55 0.02 (loc) 8-9 8-9 8 l/defl >768 >450 n/a L/d 240 180 n/a PLATES MT20 Weight: 90 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* 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied. REACTIONS.(lb/size)11=889/0-3-8, 8=889/0-3-8 Max Horz 11=124(LC 9) Max Grav 11=981(LC 17), 8=981(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-406/39, 3-4=-812/8, 4-5=-812/8, 5-6=-405/39, 2-11=-398/25, 6-8=-398/25 BOT CHORD 9-11=0/718, 8-9=0/665 WEBS 4-9=0/659, 3-11=-633/0, 5-8=-633/0 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss T02 Truss Type COMMON Qty 3 Ply 1 9 Copper Run Job Reference (optional) I39887861 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-54XiV?Gqd3zlAZUQ4ZvsI??qKVY5pLcO6143pCzvOeG Scale = 1:61.1 1 2 3 4 5 6 10 9 8 711121314 4x6 3x6 3x6 3x8 3x4 3x4 3x6 4x8 4x8 10-5-810-5-8 20-11-010-5-8 -0-11-0 0-11-0 5-3-1 5-3-1 10-5-8 5-2-7 15-7-15 5-2-7 20-11-0 5-3-1 1-3-09-11-91-3-010.00 12 Plate Offsets (X,Y)-- [7:Edge,0-1-8], [10:Edge,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-MSH 0.62 1.00 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.55 0.02 (loc) 7-8 7-8 7 l/defl >767 >450 n/a L/d 240 180 n/a PLATES MT20 Weight: 89 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* 2-10,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied. REACTIONS.(lb/size)10=890/0-3-8, 7=823/0-3-8 Max Horz 10=120(LC 7) Max Grav 10=982(LC 17), 7=923(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-405/39, 3-4=-814/8, 4-5=-815/8, 5-6=-376/22, 2-10=-398/25, 6-7=-316/8 BOT CHORD 8-10=0/715, 7-8=0/666 WEBS 4-8=0/664, 3-10=-636/0, 5-7=-663/0 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss T03 Truss Type PIGGYBACK BASE Qty 9 Ply 1 9 Copper Run Job Reference (optional) I39887862 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-ZG54jKHSON5cnj3cdHR5rCYx6vv5Yt9YLhpcLezvOeF Scale = 1:80.9 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 132122232425 3x8 6x8 5x10 MT18HS 3x8 6x18 MT18HS 3x8 MT18HS 3x4 2x4 3x6 3x8 3x4 2x4 3x8 MT18HS 6x18 MT18HS 2x4 2x4 3x6 3x6 8-6-58-6-5 16-4-87-10-3 21-6-85-2-0 29-4-117-10-3 37-11-08-6-5 -0-11-0 0-11-0 2-2-1 2-2-1 8-6-5 6-4-4 16-4-8 7-10-3 21-6-8 5-2-0 29-4-11 7-10-3 35-8-15 6-4-4 37-11-0 2-2-1 38-10-0 0-11-0 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [6:0-5-12,0-2-0], [7:0-6-0,0-1-8], [9:0-1-12,0-1-8], [13:Edge,0-1-12], [20:Edge,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-MSH 0.87 0.95 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.57 0.11 (loc) 17-19 17-19 13 l/defl >999 >789 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 178 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-7: 2x4 SPF No.2, 1-5,8-12: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-17,6-16,7-16,2-20,11-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-14 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-17, 6-16, 9-16 REACTIONS.(lb/size)20=1569/0-3-8, 13=1569/0-3-8 Max Horz 20=144(LC 9) Max Grav 20=1797(LC 17), 13=1795(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2313/0, 4-6=-1750/0, 6-7=-1393/0, 7-9=-1747/0, 9-10=-2309/0 BOT CHORD 19-20=0/1887, 17-19=0/1887, 16-17=0/1427, 14-16=0/1802, 13-14=0/1802 WEBS 4-19=0/448, 4-17=-601/51, 6-17=0/637, 7-16=0/612, 9-16=-600/52, 9-14=0/447, 3-20=-2202/0, 10-13=-2198/0 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss T03B Truss Type PIGGYBACK BASE Qty 1 Ply 1 9 Copper Run Job Reference (optional) I39887863 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-VfDr80Ijw_LK11D?liTZwddF0iZ_0laro?IjPWzvOeD Scale = 1:82.9 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 20 19 21 18 17 16 15 1426 27 28 29 3x8 5x10 MT18HS 6x6 3x8 3x6 2x4 2x4 2x4 3x4 3x4 3x8 2x4 4x6 5x12 3x4 5x12 3x6 3x6 5x12 3x6 5x8 3x6 8-6-58-6-5 16-4-87-10-3 18-6-102-2-2 21-6-82-11-14 22-7-81-1-0 29-4-116-9-3 37-11-08-6-5 -0-11-0 0-11-0 2-2-1 2-2-1 8-6-5 6-4-4 16-4-8 7-10-3 18-6-10 2-2-2 21-6-8 2-11-14 22-7-8 1-1-0 29-4-11 6-9-3 35-8-15 6-4-4 37-11-0 2-2-1 38-10-0 0-11-0 1-1-012-0-01-1-03-0-012-0-08.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [6:0-6-0,0-1-8], [7:0-3-12,0-1-12], [10:0-1-12,0-1-8], [11:0-0-11,0-1-8], [14:Edge,0-2-8], [15:0-2-4,0-2-0], [17:0-5-12,0-2-8], [21:0-5-12 ,0-2-8], [24:0-2-8,0-1-8], [25:Edge,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-MSH 0.98 0.99 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.58 0.19 (loc) 17-18 17-18 14 l/defl >999 >775 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 184 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 23-25: 2x4 SPF 2100F 1.8E, 18-20: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-22: 2x4 SPF No.2, 2-25,12-14: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-1-2 max.): 6-7. BOT CHORD Structural wood sheathing directly applied. Except: 1 Row at midpt 8-17 WEBS 1 Row at midpt 7-21, 4-21 JOINTS 1 Brace at Jt(s): 21 REACTIONS.(lb/size)25=1570/0-3-8, 14=1570/0-3-8 Max Horz 25=-145(LC 8) Max Grav 25=1762(LC 17), 14=1764(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2219/0, 4-6=-2268/0, 6-7=-1846/0, 7-8=-2456/0, 8-10=-2424/0, 10-11=-2217/0 BOT CHORD 24-25=0/1811, 18-21=0/1827, 17-18=0/1814, 8-17=-388/35, 14-15=0/1719 WEBS 4-24=-439/30, 21-22=0/337, 6-21=0/858, 15-17=0/1872, 10-17=-11/340, 10-15=-552/1, 7-17=0/1277, 21-24=0/1921, 3-25=-2138/0, 11-14=-2236/0 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss T03C Truss Type PIGGYBACK BASE Qty 1 Ply 1 9 Copper Run Job Reference (optional) I39887864 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-S1LbZiKzScc2GLNOs7V1?2jd0WJ6UfY8GJnqUPzvOeB Scale = 1:84.7 1 2 3 4 5 6 7 8 9 10 11 12 13 27 26 25 24 22 21 23 20 19 18 17 16 15 1428 29 30 31 32 3x8 5x10 MT18HS 6x8 3x8 3x6 2x4 2x4 2x4 2x4 3x6 3x4 3x8 2x4 4x6 5x12 3x4 5x12 3x6 3x6 5x12 3x6 5x12 3x6 8-6-58-6-5 16-4-87-10-3 18-6-102-2-2 21-6-82-11-14 22-7-81-1-0 29-4-116-9-3 37-11-08-6-5 -0-11-0 0-11-0 2-2-1 2-2-1 8-6-5 6-4-4 16-4-8 7-10-3 18-6-10 2-2-2 21-6-8 2-11-14 22-7-8 1-1-0 29-4-11 6-9-3 35-8-15 6-4-4 37-11-0 2-2-1 38-10-0 0-11-0 1-1-012-0-01-1-03-0-012-0-08.00 12 Plate Offsets (X,Y)-- [3:0-0-11,0-1-8], [4:0-1-12,0-1-8], [6:0-6-0,0-1-8], [7:0-5-8,0-1-12], [10:0-1-12,0-1-8], [11:0-0-11,0-1-8], [14:Edge,0-2-4], [15:0-2-4,0-2-0], [19:0-5-12,0-2-8] , [23:0-5-12,0-2-8], [26:0-2-8,0-1-8], [27:Edge,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-MSH 0.88 0.75 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.58 0.19 (loc) 18 19-20 14 l/defl >999 >775 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 195 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-7: 2x4 SPF No.2, 1-5,9-13: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 25-27,14-16: 2x4 SPF 2100F 1.8E, 20-22: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-24: 2x4 SPF No.2, 2-27,12-14: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-13 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 22-24,15-17. 1 Row at midpt 8-19 10-0-0 oc bracing: 19-20, 17-19 WEBS 1 Row at midpt 7-23, 4-23 JOINTS 1 Brace at Jt(s): 20, 19, 23 REACTIONS.(lb/size)27=1593/0-3-8, 14=1599/0-3-8 Max Horz 27=-145(LC 8) Max Grav 27=1811(LC 17), 14=1827(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2298/0, 4-6=-2378/0, 6-7=-1939/0, 7-8=-2617/0, 8-10=-2590/0, 10-11=-2310/0 BOT CHORD 26-27=0/1873, 20-23=0/1947, 19-20=0/1933, 17-19=0/254, 8-19=-383/36, 14-15=0/1795 WEBS 4-26=-449/24, 23-24=0/338, 6-23=0/919, 15-19=0/1973, 10-19=0/409, 10-15=-585/0, 7-19=0/1409, 23-26=0/1988, 3-27=-2222/0, 11-14=-2247/0 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss T04 Truss Type PIGGYBACK BASE Qty 15 Ply 1 9 Copper Run Job Reference (optional) I39887865 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-wEvzm2LbDvkuuUxaQq0GYGFmTwcgD8SHUyXN0rzvOeA Scale = 1:76.6 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12202122232524 4x8 5x8 5x8 4x8 6x18 MT18HS 3x8 MT18HS 3x4 2x4 3x6 3x8 4x6 2x4 10x16 MT18HS 3x8 MT18HS 3x4 3x6 4x6 8-6-58-6-5 16-4-87-10-3 21-6-85-2-0 29-4-137-10-5 37-7-88-2-11 -0-11-0 0-11-0 2-2-1 2-2-1 8-6-5 6-4-4 16-4-8 7-10-3 21-6-8 5-2-0 29-4-13 7-10-5 35-9-1 6-4-4 37-7-8 1-10-7 1-1-012-0-01-3-512-0-08.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [5:0-4-0,Edge], [6:0-5-12,0-2-0], [7:0-5-12,0-2-0], [11:0-1-12,0-1-3], [12:Edge,0-2-0], [19: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-MSH 0.96 0.92 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.52 0.10 (loc) 16-18 16-18 12 l/defl >999 >869 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 185 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 6-7: 2x4 SPF No.2, 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 12-14: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-16,6-15,7-15,11-12,2-19: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-10-10 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 18-19. WEBS 1 Row at midpt 4-16, 6-15, 9-15 REACTIONS.(lb/size)19=1558/0-3-8, 12=1492/Mechanical Max Horz 19=135(LC 7) Max Grav 19=1784(LC 17), 12=1721(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2280/0, 4-6=-1721/0, 6-7=-1365/0, 7-9=-1719/0, 9-10=-2281/0 BOT CHORD 18-19=0/1847, 16-18=0/1847, 15-16=0/1400, 13-15=0/1757, 12-13=0/1757 WEBS 4-18=0/448, 4-16=-585/52, 6-16=0/630, 7-15=0/601, 9-15=-572/55, 9-13=0/449, 3-19=-2189/0, 10-12=-2284/0 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss T05 Truss Type COMMON Qty 1 Ply 1 9 Copper Run Job Reference (optional) I39887866 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-OQTM_OLD_DslVeWm_YXV4To2BK7WyiVQjcGxYIzvOe9 Scale = 1:39.4 1 2 3 4 5 8 7 6 2x4 2x4 3x8 4x6 5x6 5x6 5-11-85-11-8 11-11-05-11-8 -0-11-0 0-11-0 5-11-8 5-11-8 11-11-0 5-11-8 12-10-0 0-11-0 1-3-06-2-91-3-010.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-4], [4:0-3-8,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.52 0.24 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 50 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=529/0-3-8, 6=529/0-3-8 Max Horz 8=-82(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-447/4, 3-4=-447/4, 2-8=-477/0, 4-6=-477/0 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss T06 Truss Type COMMON Qty 1 Ply 1 9 Copper Run Job Reference (optional) I39887867 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-sc0kBkMrlX_c7o5yYF3kdhLD?jSlh9mayG0U5kzvOe8 Scale = 1:39.4 1 2 3 4 7 6 5 2x4 2x4 3x8 4x6 5x6 5x6 5-11-85-11-8 11-11-05-11-8 5-11-8 5-11-8 11-11-0 5-11-8 12-10-0 0-11-0 1-3-06-2-91-3-010.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-4], [3:0-3-8,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.51 0.24 0.07 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: 48 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=462/0-3-8, 5=532/0-3-8 Max Horz 7=-78(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-444/2, 2-3=-451/3, 1-7=-410/0, 3-5=-480/0 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss T07 Truss Type SCISSORS Qty 2 Ply 1 9 Copper Run Job Reference (optional) I39887868 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-Kpa6O4NUWq6Tlyg95yazAutJN7hiQagjBwl1dAzvOe7 Scale = 1:30.3 1 2 3 4 5 6 7 8 5x8 3x6 5x6 5x8 3x6 4x6 8-4-88-4-8 16-9-08-4-8 -0-11-0 0-11-0 8-4-8 8-4-8 16-9-0 8-4-8 17-8-0 0-11-0 0-9-03-6-80-9-01-4-34.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-2-7,Edge], [6:0-4-13,Edge], [8:0-3-0,0-2-12] 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-MSH 0.86 0.65 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.26 0.10 (loc) 8-11 8-11 6 l/defl >999 >777 n/a L/d 240 180 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=725/0-3-8, 6=725/0-3-8 Max Horz 2=24(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1705/0, 4-6=-1705/0 BOT CHORD 2-8=0/1578, 6-8=0/1578 WEBS 4-8=0/654 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss T08 Truss Type SCISSORS Qty 2 Ply 1 9 Copper Run Job Reference (optional) I39887869 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-o?8UcPO6H8EKN6FLfg5Ci6QU_X1s91utPaVb9czvOe6 Scale = 1:29.7 1 2 3 4 5 6 7 6x8 3x6 5x6 6x8 3x6 4x6 8-4-88-4-8 16-9-08-4-8 8-4-8 8-4-8 16-9-0 8-4-8 17-8-0 0-11-0 0-9-03-6-80-9-01-4-34.00 12 2.00 12 Plate Offsets (X,Y)-- [1:Edge,0-0-0], [3:0-3-0,0-2-4], [5:Edge,0-0-0], [7:0-3-0,0-2-12] 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-MSH 0.87 0.65 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.26 0.10 (loc) 7-10 7-10 5 l/defl >999 >759 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=668/0-3-8, 5=727/0-3-8 Max Horz 1=-26(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1714/0, 3-5=-1714/0 BOT CHORD 1-7=0/1587, 5-7=0/1587 WEBS 3-7=0/655 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) Bearing at joint(s) 1, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss TG01 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 3 9 Copper Run Job Reference (optional) I39887870 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-DaqdERQ_Z3cvEZ_wKoevKk21Bk6yMEIJ5YjFmxzvOe3 Scale = 1:65.1 1 2 3 4 5 6 7 14 13 12 11 10 9 8151617181920212223242526272829 3x6 4x6 4x6 12x18 MT18HS 5x6 4x6 4x6 8x8 4x8 6x6 10x10 4x6 8x8 5-11-155-11-15 12-4-126-4-13 12-5-40-0-8 18-0-105-7-6 23-9-15-8-7 29-9-05-11-15 5-11-15 5-11-15 11-8-6 5-8-7 14-10-8 3-2-2 18-0-10 3-2-2 23-9-1 5-8-7 29-9-0 5-11-15 1-3-011-0-01-3-011-0-010.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-2-0], [3:0-4-4,0-2-0], [4:0-3-0,0-2-4], [5:0-4-4,0-2-0], [6:0-1-12,0-2-0], [7:Edge,0-10-6], [8:0-1-12,0-0-0], [9:0-3-8,0-4-12], [12:0-4-0,0-1-8], [13:0-3-8,0-4-12] 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-MSH 0.68 0.50 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.14 0.01 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 605 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 6-10,1-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=3952/0-5-8, 12=14144/0-3-8 (req. 0-4-6), 8=6353/0-3-8 Max Horz 14=-125(LC 27) Max Grav 14=4454(LC 23), 12=15955(LC 2), 8=7165(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2819/0, 2-3=0/1700, 3-4=0/1321, 4-5=-1882/0, 5-6=-2535/0, 6-7=-6258/0, 1-14=-2076/0, 7-8=-4679/0 BOT CHORD 13-14=0/926, 12-13=0/2098, 9-10=0/4735, 8-9=0/1145 WEBS 2-13=0/5501, 2-12=-4489/0, 3-12=-1272/0, 4-12=-6402/0, 4-10=0/6346, 5-10=0/1375, 6-10=-4055/0, 6-9=0/4963, 1-13=0/1187, 7-9=0/3637 NOTES-(12-13) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) WARNING: Required bearing size at joint(s) 12 greater than input bearing size. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1701 lb down at 0-10-12, 1699 lb down at 2-10-12, 1699 lb down at 4-10-12, 1699 lb down at 6-10-12, 1699 lb down at 8-10-12, 1699 lb down at 10-10-12, 1699 lb down at 12-10-12, 1699 lb down at 14-10-12, 1699 lb down at 16-10-12, 1699 lb down at 18-10-12, 1699 lb down at 20-10-12, 1699 lb down at 22-10-12, 1699 lb down at 24-10-12, and 1699 lb down at 26-10-12, and 1702 lb down at 28-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss TG01 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 3 9 Copper Run Job Reference (optional) I39887870 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:30 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-DaqdERQ_Z3cvEZ_wKoevKk21Bk6yMEIJ5YjFmxzvOe3 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-7=-60, 8-14=-20 Concentrated Loads (lb) Vert: 15=-1475(B) 16=-1472(B) 17=-1472(B) 18=-1472(B) 19=-1472(B) 20=-1472(B) 21=-1472(B) 22=-1472(B) 23=-1472(B) 24=-1472(B) 25=-1472(B) 26=-1472(B) 27=-1472(B) 28=-1472(B) 29=-1475(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss TG02 Truss Type GABLE Qty 1 Ply 1 9 Copper Run Job Reference (optional) I39887871 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-d9VlsTSts__U51iV0xCcyNgUYy4jZejloWyvNGzvOe0 Scale = 1:65.4 Sheet Front Left Option 16-4-01 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 61 62 63 64 58 65 59 60 66 67 68 69 70 71 72 73 74 75 76 3x4 4x6 4x8 3x4 4x6 3x8 4x6 3x4 4x6 3x6 5x10 MT18HS 12x18 MT18HS 3x8 3x8 11-8-611-8-6 16-4-04-7-10 18-0-101-8-10 29-9-011-8-6 -1-0-0 1-0-0 5-2-14 5-2-14 11-8-6 6-5-9 18-0-10 6-4-3 23-9-8 5-8-14 24-6-2 0-8-10 29-9-0 5-2-14 30-9-0 1-0-0 1-3-011-0-01-3-011-0-010.00 12 Plate Offsets (X,Y)-- [6:0-4-4,0-2-0], [7:0-6-4,0-2-0], [11:0-1-12,0-1-7], [13:Edge,0-3-4], [17:Edge,0-2-0], [26:0-2-0,0-0-14], [48:0-2-0,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.92 0.69 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.36 0.03 (loc) 13-14 13-14 13 l/defl >999 >971 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 539 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-17,4-17,11-13,10-13,9-58: 2x4 SPF-S Stud 3-59,60-61,62-63,63-64,64-65: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-11 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-16, 10-14, 10-13 JOINTS 1 Brace at Jt(s): 60, 61 REACTIONS.(lb/size)17=1214/0-5-8, 13=1241/0-3-8 Max Horz 17=135(LC 7) Max Grav 17=1286(LC 2), 13=1341(LC 43) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-458/0, 3-4=-502/0, 4-6=-1232/0, 6-7=-864/0, 7-9=-1215/0, 9-10=-1271/0, 10-11=-562/13, 2-17=-434/4, 11-13=-511/12 BOT CHORD 16-17=0/1055, 14-16=0/941, 13-14=0/974 WEBS 16-63=0/432, 6-63=0/432, 14-58=0/391, 58-65=0/473, 7-65=0/473, 17-59=-1046/0, 59-60=-1014/0, 4-60=-1007/0, 10-13=-965/0 NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) All plates are 2x4 MT20 unless otherwise indicated. 7) Vertical gable studs spaced at 1-4-0 oc and horizontal gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 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) 14 lb down and 65 lb up at 0-10-1 on top chord, and 6 lb down and 7 lb up at 0-10-1, 6 lb down and 7 lb up at 2-10-1, 6 lb down and 7 lb up at 4-10-1, 6 lb down and 7 lb up at 6-10-1, 6 lb down and 7 lb up at 8-10-1, 6 lb down and 7 lb up at 10-10-1, 6 lb down and 7 lb up at 12-10-1, and 6 lb down and 7 lb up at 14-10-1, and 6 lb down and 7 lb up at 16-10-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) 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 January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss TG02 Truss Type GABLE Qty 1 Ply 1 9 Copper Run Job Reference (optional) I39887871 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:33 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-d9VlsTSts__U51iV0xCcyNgUYy4jZejloWyvNGzvOe0 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: 1-2=-60, 2-6=-60, 6-7=-60, 7-11=-60, 11-12=-60, 13-17=-20 Concentrated Loads (lb) Vert: 3=21(F) 66=2(F) 67=2(F) 68=2(F) 69=2(F) 70=2(F) 71=2(F) 72=2(F) 73=2(F) 74=2(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss TG03 Truss Type GABLE Qty 1 Ply 1 9 Copper Run Job Reference (optional) I39887872 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-ZXdWH9U7ObECKKst7LE41olxIlq51fY2FqR0R9zvOe_ Scale = 1:60.4 Sheet FrontFull Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 13 12 11 10 34 1514 35 36 37 38 39 40 41 42 43 44 4x6 4x6 3x8 2x4 2x4 2x4 4x6 3x6 4x6 2x4 3x6 3x8 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x8 10-5-810-5-8 20-11-010-5-8 -0-11-0 0-11-0 5-3-1 5-3-1 10-5-8 5-2-7 15-7-15 5-2-7 20-11-0 5-3-1 21-10-0 0-11-0 1-3-09-11-91-3-010.00 12 Plate Offsets (X,Y)-- [10:0-2-12,0-2-0], [13:0-2-12,0-2-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.46 0.44 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.14 0.01 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 305 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* 5-11,3-14,7-15: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 14, 15 REACTIONS.(lb/size)13=856/0-3-8, 10=856/0-3-8 Max Horz 13=-122(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-978/0, 4-5=-782/7, 5-6=-782/7, 6-7=-978/0 BOT CHORD 11-13=-27/407, 10-11=0/378 WEBS 11-34=0/582, 5-34=0/582, 3-13=-685/14, 7-10=-685/14, 3-14=0/330, 7-15=0/330, 14-34=0/315, 15-34=0/315 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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. 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) 14 lb down and 65 lb up at 0-10-1, and 14 lb down and 65 lb up at 20-0-15 on top chord, and 6 lb down and 7 lb up at 0-10-1, 6 lb down and 7 lb up at 2-5-8, 6 lb down and 7 lb up at 4-5-8, 6 lb down and 7 lb up at 6-5-8, 6 lb down and 7 lb up at 8-5-8, 6 lb down and 7 lb up at 10-5-8, 6 lb down and 7 lb up at 12-5-8, 6 lb down and 7 lb up at 14-5-8, 6 lb down and 7 lb up at 16-5-8, and 6 lb down and 7 lb up at 18-5-8, and 6 lb down and 7 lb up at 20-0-15 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 Continued on page 2 January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss TG03 Truss Type GABLE Qty 1 Ply 1 9 Copper Run Job Reference (optional) I39887872 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:35 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-ZXdWH9U7ObECKKst7LE41olxIlq51fY2FqR0R9zvOe_ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-8=-60, 8-9=-60, 10-13=-20 Concentrated Loads (lb) Vert: 11=2(B) 3=21(B) 7=21(B) 35=2(B) 36=2(B) 37=2(B) 38=2(B) 39=2(B) 40=2(B) 41=2(B) 42=2(B) 43=2(B) 44=2(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss V01 Truss Type GABLE Qty 1 Ply 1 9 Copper Run Job Reference (optional) I39887873 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-1kBuVUVl9vM2yUR4h3lJa?I749Djm3LBUUAZzbzvOdz Scale = 1:68.5 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 2x4 5x6 2x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 26-4-926-4-9 13-2-4 13-2-4 26-4-9 13-2-5 0-0-410-11-140-0-410.00 12 Plate Offsets (X,Y)-- [7:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.39 0.22 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 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 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS.All bearings 26-4-9. (lb) - Max Horz 1=-121(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 14, 15, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 12=386(LC 20), 14=418(LC 17), 15=505(LC 17), 11=418(LC 18), 10=504(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-15=-274/79, 8-10=-274/79 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) 14, 15, 11, 10. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss V02 Truss Type Valley Qty 1 Ply 1 9 Copper Run Job Reference (optional) I39887874 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-VwlGiqVNwDVvZe0GFmGY6DqMQZZEVYFLi8w7V1zvOdy Scale = 1:63.2 1 2 3 4 5 6 7 13 12 11 10 9 814153x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 23-1-1323-1-13 23-2-20-0-5 11-7-1 11-7-1 23-2-2 11-7-1 0-0-49-7-140-0-410.00 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 0.16 0.20 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 79 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 23-1-9. (lb) - Max Horz 1=-105(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=347(LC 20), 11=452(LC 17), 13=380(LC 17), 9=450(LC 18), 8=381(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-262/78, 5-9=-262/77 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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, 11, 13, 9, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss V03 Truss Type GABLE Qty 1 Ply 1 9 Copper Run Job Reference (optional) I39887875 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-_6JewAW?hWdmBobSoUnnfQNX4zu9E?bUxofg1UzvOdx Scale = 1:52.1 1 2 3 4 5 6 7 13 12 11 10 9 83x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-11-1219-11-12 9-11-14 9-11-14 19-11-12 9-11-14 0-0-48-3-140-0-410.00 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 0.17 0.22 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 65 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-11: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-11-12. (lb) - Max Horz 1=-90(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 12, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=347(LC 20), 12=429(LC 17), 13=300(LC 17), 9=429(LC 18), 8=299(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-268/79, 5-9=-268/79 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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, 7, 12, 13, 9, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss V04 Truss Type GABLE Qty 1 Ply 1 9 Copper Run Job Reference (optional) I39887876 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-SJt07WXdSqldpyAfMBJ0BewiaNEtzT_eASPDZwzvOdw Scale = 1:45.5 1 2 3 4 5 9 8 7 6103x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 16-9-516-9-5 8-4-11 8-4-11 16-9-5 8-4-11 0-0-46-11-140-0-410.00 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 0.19 0.25 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 52 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-9-5. (lb) - Max Horz 1=-75(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 9, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=326(LC 20), 9=459(LC 17), 6=459(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-281/78, 4-6=-278/78 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss V05 Truss Type Valley Qty 1 Ply 1 9 Copper Run Job Reference (optional) I39887877 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-wVQPKsYGD8tUQ6lrwvqFkrSrRmcaixpnP68n6MzvOdv Scale = 1:36.1 1 2 3 4 5 8 7 63x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-50-0-5 13-6-1513-6-10 6-9-8 6-9-8 13-6-15 6-9-8 0-0-45-7-140-0-410.00 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 0.10 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 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-6-5. (lb) - Max Horz 1=-60(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=309(LC 23), 6=309(LC 24) 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=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) 8, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss V06 Truss Type Valley Qty 1 Ply 1 9 Copper Run Job Reference (optional) I39887878 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-Oh_nYCYu_R?L2FK1UcLUH3?zrAvJROXxdmuKeozvOdu Scale = 1:26.8 1 2 3 43x6 4x6 3x6 2x4 0-0-50-0-5 10-4-910-4-4 5-2-4 5-2-4 10-4-9 5-2-4 0-0-44-3-140-0-410.00 12 Plate Offsets (X,Y)-- [2:0-3-13,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.26 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=192/10-3-15, 3=192/10-3-15, 4=385/10-3-15 Max Horz 1=-45(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss V07 Truss Type Valley Qty 1 Ply 1 9 Copper Run Job Reference (optional) I39887879 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-suY9lYZWll7CgPuE1KsjpGYA5aHrAsX4sQduAFzvOdt Scale = 1:20.7 1 2 3 42x4 3x4 2x4 2x4 0-0-50-0-5 7-2-27-1-13 3-7-1 3-7-1 7-2-2 3-7-1 0-0-42-11-140-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.36 0.17 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=150/7-1-9, 3=150/7-1-9, 4=228/7-1-9 Max Horz 1=-31(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss V08 Truss Type Valley Qty 1 Ply 1 9 Copper Run Job Reference (optional) I39887880 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-suY9lYZWll7CgPuE1KsjpGYENaJqAst4sQduAFzvOdt Scale = 1:11.1 1 2 3 4 2x4 3x4 2x4 2x4 0-0-50-0-5 3-11-123-11-7 1-11-14 1-11-14 3-11-12 1-11-14 0-0-41-7-140-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.05 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-12 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=77/3-11-2, 3=77/3-11-2, 4=118/3-11-2 Max Horz 1=-16(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss V09 Truss Type Valley Qty 2 Ply 1 9 Copper Run Job Reference (optional) I39887881 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-K46Xzua8V2F3HZTQb1NyMU4NO_dTvJQD54NRihzvOds Scale = 1:29.4 1 2 3 4 5 8 7 6 2x4 3x4 3x4 3x4 2x4 2x4 2-11-02-11-0 -0-6-0 0-6-0 1-5-8 1-5-8 2-11-0 1-5-8 3-5-0 0-6-0 3-11-135-2-63-11-1310.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [4:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.20 0.15 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4 4 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=93/2-11-0, 6=93/2-11-0, 7=104/2-11-0 Max Horz 8=-81(LC 8) Max Uplift 8=-53(LC 6), 6=-53(LC 7) Max Grav 8=131(LC 18), 6=131(LC 17), 7=104(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=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) 8, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss V09GE Truss Type VALLEY Qty 2 Ply 1 9 Copper Run Job Reference (optional) I39887882 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-oGgvADbmGMNwvj2c9kuBuhdY0O_Aej?NJk6_F7zvOdr Scale = 1:36.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 7 6 10 9 8 11 12 13 4x6 2x4 2x4 4x6 2x4 3x4 3x4 3x4 2-0-0 4-0-02-11-0 2-11-0 -0-6-0 0-6-0 1-5-8 1-5-8 2-11-0 1-5-8 3-5-0 0-6-0 5-3-136-6-65-3-1310.00 12 Plate Offsets (X,Y)-- [6:0-2-0,0-2-0], [7:0-2-0,0-2-0], [9:0-0-0,0-1-4], [9:0-2-0,0-0-4], [10:0-0-0,0-1-4], [10:0-2-0,0-0-4], [11:0-1-4,0-0-0], [12:0-1-4,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.20 0.05 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4 4 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 61 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 8 REACTIONS.(lb/size)7=149/2-11-0, 6=138/2-11-0 Max Horz 7=-103(LC 8) Max Uplift 7=-82(LC 6), 6=-82(LC 7) Max Grav 7=254(LC 18), 6=239(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-10=-285/266, 6-9=-306/271 WEBS 7-11=-388/327, 6-12=-392/351 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss V10 Truss Type Valley Qty 2 Ply 1 9 Copper Run Job Reference (optional) I39887883 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-GSEIOZcO1gVnXtdojSQQRvAlbnJ6NDQWYOsYnazvOdq Scale = 1:22.5 1 2 3 4 5 8 7 6 2x4 2x4 3x4 2x4 2x4 2x4 2-11-02-11-0 -0-6-0 0-6-0 1-5-8 1-5-8 2-11-0 1-5-8 3-5-0 0-6-0 2-7-133-10-62-7-1310.00 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 0.09 0.07 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4 4 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 13 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=93/2-11-0, 6=93/2-11-0, 7=103/2-11-0 Max Horz 8=-59(LC 8) Max Uplift 8=-19(LC 6), 6=-19(LC 7) Max Grav 8=104(LC 18), 6=104(LC 17), 7=103(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=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) 8, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss V11 Truss Type Valley Qty 2 Ply 1 9 Copper Run Job Reference (optional) I39887884 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-lfogbvc0ozde81C?G9xfz6iw0Bg46grgn1b5J0zvOdp Scale = 1:15.6 1 2 3 4 5 8 7 6 2x4 2x4 3x4 2x4 2x4 2x4 2-11-02-11-0 -0-6-0 0-6-0 1-5-8 1-5-8 2-11-0 1-5-8 3-5-0 0-6-0 1-3-132-6-61-3-1310.00 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 0.04 0.03 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4 4 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=94/2-11-0, 6=94/2-11-0, 7=100/2-11-0 Max Horz 8=38(LC 9) Max Uplift 8=-7(LC 10), 6=-7(LC 11) Max Grav 8=95(LC 23), 6=95(LC 24), 7=100(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=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) 8, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss V12 Truss Type Valley Qty 2 Ply 1 9 Copper Run Job Reference (optional) I39887885 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-DrL2oFdfZHlVmBnBqtSuWKF5ub?9r7Jp0hLfrSzvOdo Scale = 1:8.8 1 2 3 2x4 2x4 2x4 0-0-50-0-5 2-10-92-10-4 1-5-5 1-5-5 2-10-9 1-5-5 0-0-41-2-60-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.04 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=92/2-10-0, 3=92/2-10-0 Max Horz 1=-11(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Copper_Run Truss V13 Truss Type Valley Qty 1 Ply 1 9 Copper Run Job Reference (optional) I39887886 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Jan 14 15:45:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-DrL2oFdfZHlVmBnBqtSuWKF2wb_ar7Jp0hLfrSzvOdo Scale = 1:8.6 1 2 3 2x4 2x4 2x4 3-6-2 3-6-2 0-0-41-2-14.00 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 0.23 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 3-6-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=109/3-5-6, 3=109/3-5-6 Max Horz 1=18(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 15,2020 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths