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HomeMy WebLinkAboutI38304629.24_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). August 26,2019 Liu, Xuegang Pages or sheets covered by this seal: I38304629 thru I38304683 My license renewal date for the state of Indiana is July 31, 2020. 24_Copper_Run 24 Copper Run IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss GE01 Truss Type GABLE Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304629 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:44:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-O7mUzVQ3ujgghOvj6IwisG0mRh_n93bE3P6Bayyk0KZ Scale = 1:61.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x4 3x4 3x6 3x6 2x4 2x4 3x6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 32-11-8 32-11-8 -1-0-0 1-0-0 8-7-5 8-7-5 29-5-12 20-10-7 32-11-8 3-5-12 1-1-06-9-144-6-16-9-148.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-0-2], [19:0-3-12,0-2-0] 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 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.27 0.11 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 22 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 155 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* 21-22: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-19. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 32-11-8. (lb) - Max Horz 41=214(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 22, 24, 25, 26, 27, 28, 29, 30, 32, 34, 35, 36, 37, 38, 39, 23 except 41=-134(LC 4), 40=-155(LC 5) Max Grav All reactions 250 lb or less at joint(s) 41, 22, 24, 25, 26, 27, 28, 29, 30, 32, 34, 35, 36, 37, 38, 39, 40, 23 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 24, 25, 26, 27, 28, 29, 30, 32, 34, 35, 36, 37, 38, 39, 23 except (jt=lb) 41=134, 40=155. 12) This truss is designed in accordance with the 2003 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss GE02 Truss Type GABLE Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304630 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:44:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-sJKsBrQie1oXJYUvg0RxOTZzk5JUuVXNI2sl7Pyk0KY Scale = 1:41.9 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 3x4 4x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-7-8 13-7-8 -1-0-0 1-0-0 6-9-12 6-9-12 13-7-8 6-9-12 14-7-8 1-0-0 1-3-06-11-21-3-010.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.08 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 181 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 13-7-8. (lb) - Max Horz 24=-168(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 14, 20, 21, 22, 18, 17, 16 except 24=-113(LC 4), 23=-114(LC 5), 15=-104(LC 4) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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) 14, 20, 21, 22, 18, 17, 16 except (jt=lb) 24=113, 23=114, 15=104. 10) This truss is designed in accordance with the 2003 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss GE03 Truss Type GABLE Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304631 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:44:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-piSccXSyAe2EYsdIoQTPTueHTu?SMQnglMLrBHyk0KW Scale = 1:67.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 3x4 3x4 5x6 3x6 2x4 2x4 5x6 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 35-1-8 35-1-8 -1-0-0 1-0-0 9-9-15 9-9-15 28-2-6 18-4-7 35-1-8 6-11-2 1-1-07-7-103-0-37-7-108.00 12 Plate Offsets (X,Y)-- [7:0-0-0,0-1-12], [7:0-4-8,0-2-8], [8:0-1-4,0-0-0], [18:0-4-4,0-2-4], [34:0-1-4,0-0-0], [35:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.28 0.11 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 23 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 170 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 22-23: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-18. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 35-1-8. (lb) - Max Horz 43=214(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 23, 28, 29, 30, 31, 33, 34, 36, 37, 38, 39, 40, 41, 26, 25, 24 except 43=-134(LC 4), 42=-126(LC 5) Max Grav All reactions 250 lb or less at joint(s) 43, 23, 27, 28, 29, 30, 31, 33, 34, 36, 37, 38, 39, 40, 41, 42, 26, 25, 24 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 28, 29, 30, 31, 33, 34, 36, 37, 38, 39, 40, 41, 26, 25, 24 except (jt=lb) 43=134, 42=126. 12) This truss is designed in accordance with the 2003 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss GE04 Truss Type Monopitch Supported Gable Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304632 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:44:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-Hu0_psTaxyA5A0CUL8?e06BQrIHQ5myp_04Pjkyk0KV Scale = 1:80.1 1 2 3 4 5 6 7 13 12 11 10 9 8 3x4 2x4 4x6 8x8 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 -1-0-0 1-0-0 9-9-8 9-9-8 5-7-1012-1-158.00 12 Plate Offsets (X,Y)-- [7:0-3-14,Edge], [8:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.43 0.32 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 1 2 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-13: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 6-9: 2x4 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. WEBS 1 Row at midpt 7-8, 6-9, 5-10, 6-8 REACTIONS.All bearings 9-9-8. (lb) - Max Horz 13=357(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 13, 11, 12 except 8=-1304(LC 5), 9=-858(LC 4) Max Grav All reactions 250 lb or less at joint(s) 13, 10, 11, 12 except 8=942(LC 4), 9=1351(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-56/259, 5-6=-33/295 BOT CHORD 12-13=-301/266, 11-12=-301/266, 10-11=-301/266, 9-10=-301/266, 8-9=-301/266 WEBS 6-9=-1239/764, 6-8=-872/1297 NOTES-(11-12) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 11, 12 except (jt=lb) 8=1304, 9=858. 10) This truss is designed in accordance with the 2003 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss GE05 Truss Type Roof Special Structural Gable Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304633 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:44:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-DH7lEYUqTZQpPJMtTZ165XGgR6uTZf36RKZWocyk0KT Scale = 1:72.3 1 2 3 4 5 6 16 15 14 13 11 10 9 8 7 12 47 48 49 3x4 4x8 8x10 3x4 3x8 3x8 3x4 2x4 3x4 3x6 3x6 5x8 4x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-11-8 8-11-8 9-9-15 0-10-7 18-9-7 8-11-8 21-8-12 2-11-5 29-0-0 7-3-4 5-0-3 5-0-3 9-9-15 4-9-11 18-9-7 8-11-8 23-5-15 4-8-8 29-0-0 5-6-2 1-1-07-7-1010-9-47-1-37-7-108.00 12 Plate Offsets (X,Y)-- [3:0-4-12,0-2-0], [5:0-0-0,0-2-0], [34:0-1-9,0-0-12], [35:0-2-0,0-0-8] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.81 0.67 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.39 0.02 (loc) 9-11 9-11 8 l/defl >885 >384 n/a L/d 240 180 n/a PLATES MT20 Weight: 213 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* 4-11,5-8,5-7: 2x4 SPF No.2, 1-16,6-7: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-7 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 7-8. WEBS 1 Row at midpt 4-8, 5-8 REACTIONS.All bearings 9-3-0 except (jt=length) 8=0-3-8, 7=0-3-8, 12=0-3-8. (lb) - Max Horz 16=326(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8, 16, 7 except 13=-175(LC 1), 12=-145(LC 6) Max Grav All reactions 250 lb or less at joint(s) 7, 13, 14, 15 except 8=1541(LC 1), 16=680(LC 1), 12=304(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-666/85, 3-4=-493/104 BOT CHORD 15-16=-192/621, 14-15=-192/621, 13-14=-192/621, 12-13=-192/621, 11-12=-192/621 WEBS 4-11=-52/376, 4-9=0/258, 4-8=-913/134, 5-8=-484/6, 2-16=-670/0 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 16, 7 except (jt=lb) 13=175, 12=145. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss GE06 Truss Type GABLE Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304634 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:44:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-hTh7RuVSEtYg1Tx31GYLekp?tVMnIFiGg_J3K2yk0KS Scale: 1/4"=1' Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 2x4 3x4 4x6 4x6 2x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-5-0 19-5-0 -1-0-0 1-0-0 7-8-8 7-8-8 11-8-8 4-0-1 19-5-0 7-8-8 20-5-0 1-0-0 1-3-07-8-11-3-07-8-110.00 12 Plate Offsets (X,Y)-- [8:0-2-4,Edge], [12:Edge,0-2-11], [31:0-2-8,0-1-8] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.19 0.09 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 19 19 20 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 306 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-12. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 19-5-0. (lb) - Max Horz 35=-186(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 20, 27, 30, 32, 33, 24, 23, 22 except 35=-119(LC 4), 34=-120(LC 5), 21=-106(LC 4) Max Grav All reactions 250 lb or less at joint(s) 35, 20, 27, 28, 29, 30, 32, 33, 34, 26, 25, 24, 23, 22, 21 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 27, 30, 32, 33, 24, 23, 22 except (jt=lb) 35=119, 34=120, 21=106. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss GE07 Truss Type Monopitch Supported Gable Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304635 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:44:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-9fFVfEW5?BgXedWGa_3aAyL0Bvex1gNPve2ctVyk0KR Scale = 1:57.1 1 2 3 4 5 6 7 14 13 12 11 10 9 8 3x8 3x8 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-8-0 11-8-0 2-3-510-0-118.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.79 0.35 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-8: 2x4 SPF No.2 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. WEBS 1 Row at midpt 7-8, 6-9 REACTIONS.All bearings 11-8-0. (lb) - Max Horz 14=288(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8, 9, 10, 11 except 14=-250(LC 4), 13=-380(LC 5) Max Grav All reactions 250 lb or less at joint(s) 8, 9, 10, 11, 12 except 14=447(LC 5), 13=282(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-270/154, 1-2=-306/186 NOTES-(11-12) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 9, 10, 11 except (jt=lb) 14=250, 13=380. 10) This truss is designed in accordance with the 2003 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss GE08 Truss Type GABLE Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304636 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:44:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-dsptsaXjmUpOGn5S8hapj9uLLJ3om9yY7IoAPxyk0KQ Scale = 1:30.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-0-0 8-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 8-0-0 4-0-0 9-0-0 1-0-0 1-3-04-7-01-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.13 0.05 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 8-0-0. (lb) - Max Horz 16=-113(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 15, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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) 16, 10, 14, 15, 12, 11. 10) This truss is designed in accordance with the 2003 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss GE09 Truss Type GABLE Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304637 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:44:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-52NG4wXLXoxFuxgeiP52GNRXsjPGVcsiMyXjxNyk0KP Scale = 1:18.5 1 2 3 6 5 4 2x4 2x4 2x4 2x4 2x4 2x4 3-0-0 3-0-0 1-1-03-1-08.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.08 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=12/3-0-0, 4=64/3-0-0, 5=147/3-0-0 Max Horz 6=80(LC 5) Max Uplift 6=-52(LC 4), 4=-12(LC 5), 5=-79(LC 6) Max Grav 6=87(LC 5), 4=64(LC 1), 5=147(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4, 5. 10) This truss is designed in accordance with the 2003 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss GE10 Truss Type GABLE Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304638 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:44:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-2RV0VcZb3PBz7Ep1pp8WLoWkEWxzzMT?qG0q0Gyk0KN Scale = 1:57.2 Sheet Back Right Option 5-8-6 1 Ply 7/16OSB8 1 2 3 4 5 6 16 15 14 13 11 10 9 8 712 3x4 4x6 4x6 3x4 3x8 3x6 3x8 3x4 3x4 3x4 3x6 3x4 3x12 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-3-0 9-3-0 11-3-0 2-0-0 13-5-11 2-2-11 14-9-10 1-3-15 20-6-0 5-8-6 6-7-13 6-7-13 9-3-0 2-7-3 11-3-0 2-0-0 15-9-4 4-6-4 20-6-0 4-8-12 1-3-08-11-81-3-08-11-810.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0], [4:0-4-4,0-2-0], [17:0-2-0,0-1-4], [20:0-1-5,0-0-8], [21:0-1-5,0-0-8], [22:0-0-0,0-1-8], [22:0-2-0,0-0-3], [27:0-1-9,0-1-0], [30:0-1-9,0-1-0], [45:0-1-9,0-1-0] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.60 0.66 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.43 0.02 (loc) 14-16 14-16 7 l/defl >925 >368 n/a L/d 240 180 n/a PLATES MT20 Weight: 268 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* 1-16,6-7: 2x4 SPF-S Stud 19-20,17-20,17-21,21-22,11-22: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13 REACTIONS.All bearings 7-3-13 except (jt=length) 16=0-5-8, 12=0-3-8. (lb) - Max Horz 16=213(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 16, 7 except 11=-118(LC 1) Max Grav All reactions 250 lb or less at joint(s) 11, 10, 9, 8, 12 except 16=747(LC 1), 7=664(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-652/171, 3-4=-426/169, 4-5=-603/189 BOT CHORD 14-16=-117/538, 13-14=-39/383, 12-13=-35/499, 11-12=-35/499, 10-11=-35/499, 9-10=-35/499, 8-9=-35/499, 7-8=-35/499 WEBS 4-14=-18/297, 2-16=-601/73, 5-7=-622/44 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable 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) 16, 7 except (jt=lb) 11=118. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss GE11 Truss Type GABLE Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304639 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:44:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-Wd2OixaDqjJqlOODNXflt?31lwQPizQ82wmNYiyk0KM Scale = 1:19.8 1 2 3 4 5 9 8 7 6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 -1-0-0 1-0-0 7-4-8 7-4-8 0-9-03-2-84.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.10 0.07 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 6 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* 5-6: 2x3 SPF No.2 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 7-4-8. (lb) - Max Horz 9=101(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 9, 6, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 9, 6, 7, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6, 7, 8. 10) This truss is designed in accordance with the 2003 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss GE13 Truss Type GABLE Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304640 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:44:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-wCkXKzc66ehOcs7o2fCSVehRD8Jbv9Daku_191yk0KJ Scale = 1:72.5 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 116162636465 5x6 4x6 4x6 3x6 4x10 5x12 5x12 3x6 3x6 3x8 3x4 6x8 3x6 3x4 5x6 3x4 3x6 6-7-15 6-7-15 16-4-14 9-8-14 18-4-4 1-11-7 20-6-0 2-1-12 30-8-0 10-2-0 32-11-8 2-3-8 6-7-15 6-7-15 11-6-6 4-10-7 16-4-14 4-10-7 20-6-0 4-1-3 25-7-0 5-1-0 30-8-0 5-1-0 32-11-8 2-3-8 33-11-8 1-0-0 7-8-212-1-71-1-00-8-012-1-78.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-3-12,0-2-0], [4:0-3-12,0-2-0], [19:0-3-0,0-3-0], [38:0-2-0,0-0-12], [39:0-1-13,0-1-0], [41:0-1-13,0-1-0], [51:0-1-10,0-0-0], [54:0-1-10 ,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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.54 0.62 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.77 0.07 (loc) 13-14 13-14 11 l/defl >583 >225 n/a L/d 240 180 n/a PLATES MT20 Weight: 292 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 5-15: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-18,3-18,3-17,4-17,5-16: 2x4 SPF No.2, 1-20,9-11: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 37-38: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-18, 3-17, 4-17, 5-16, 1-20 REACTIONS.(lb/size)20=919/0-3-8, 11=667/0-3-8, 16=1565/0-3-8 Max Horz 20=-376(LC 4) Max Uplift 20=-15(LC 6), 11=-53(LC 7), 16=-58(LC 7) Max Grav 20=950(LC 10), 11=667(LC 1), 16=1565(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-547/167, 2-3=-367/182, 4-5=-251/172, 6-8=-1050/100, 8-9=-636/51, 1-20=-830/94, 9-11=-696/71 BOT CHORD 18-20=-195/324, 17-18=-162/338, 16-17=-264/198, 15-16=-290/0, 5-14=0/486, 13-14=0/409, 8-13=-369/100 WEBS 3-17=-446/118, 5-17=0/980, 5-16=-1724/0, 14-16=0/362, 6-14=-383/156, 6-13=-25/557, 1-18=-89/532, 9-12=-5/499 NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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 studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 11, 16. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss GE13 Truss Type GABLE Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304640 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:44:58 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-wCkXKzc66ehOcs7o2fCSVehRD8Jbv9Daku_191yk0KJ 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss M01 Truss Type Monopitch Qty 6 Ply 1 24 Copper Run Job Reference (optional) I38304641 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:44:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-OOIvYJdktypFE?i_cNkh2rDebXgoekSkzYkbhTyk0KI Scale = 1:67.4 1 2 3 4 6 578 3x6 4x6 3x4 3x4 4x6 9-9-8 9-9-8 -1-0-0 1-0-0 4-10-12 4-10-12 9-9-8 4-10-12 5-7-1012-1-158.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.43 0.56 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.32 0.00 (loc) 5-6 5-6 5 l/defl >701 >352 n/a L/d 240 180 n/a PLATES MT20 Weight: 70 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5: 2x4 SPF No.2, 2-6: 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. WEBS 1 Row at midpt 4-5, 3-5, 3-6 REACTIONS.(lb/size)5=479/Mechanical, 6=555/0-3-8 Max Horz 6=355(LC 5) Max Uplift 5=-188(LC 5), 6=-43(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-269/151 NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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, with BCDL = 10.0psf. 4) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 5=188. 7) This truss is designed in accordance with the 2003 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss M02 Truss Type Monopitch Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304642 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-tbsHlfeMeFx6r9HBA4Fwa3mqGx4yN6FtCCT8Dwyk0KH Scale = 1:68.6 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 910 3x6 5x8 2x4 2x4 3x6 2x4 2x4 3x4 3x8 8x10 3x4 3x4 6x10 5x6 3x6 1-3-0 1-3-0 2-3-8 1-0-8 7-4-8 5-1-0 12-5-8 5-1-0 14-9-0 2-3-8 15-11-0 1-2-0 -1-0-0 1-0-0 1-3-0 1-3-0 2-3-8 1-0-8 7-4-8 5-1-0 12-5-8 5-1-0 15-11-0 3-5-8 1-1-011-8-50-8-08.00 12 Plate Offsets (X,Y)-- [8:0-2-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.37 0.31 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.04 (loc) 13-14 13-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 95 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-15,7-11: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-9,8-12: 2x4 SPF No.2, 2-17: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 7-12 WEBS 1 Row at midpt 8-9 REACTIONS.(lb/size)9=493/1-5-8, 17=686/0-3-8, 10=140/0-3-8 Max Horz 17=349(LC 5) Max Uplift 9=-177(LC 5), 17=-19(LC 6), 10=-114(LC 6) Max Grav 9=493(LC 1), 17=686(LC 1), 10=154(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-473/38, 3-4=-957/87, 4-6=-689/55, 6-7=-314/91, 7-8=-289/154, 8-9=-552/113, 2-17=-655/66 BOT CHORD 16-17=-329/253, 13-14=-301/877, 12-13=-125/507, 7-12=-268/111 WEBS 3-16=-553/100, 14-16=-264/422, 3-14=-117/625, 4-13=-383/181, 6-13=0/290, 6-12=-448/133, 8-12=-133/632, 2-16=0/392 NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb) 9=177, 10=114. 6) This truss is designed in accordance with the 2003 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss M03 Truss Type Monopitch Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304643 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-LnQfz?e_PZ3zTJsNkom97GJ_pLQA6ZV1RsDilMyk0KG Scale = 1:68.1 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x6 5x6 2x4 2x4 3x6 2x4 2x4 3x4 3x8 8x10 3x4 3x4 6x10 8x8 3x6 1-3-0 1-3-0 2-3-8 1-0-8 7-4-8 5-1-0 12-5-8 5-1-0 15-11-0 3-5-8 -1-0-0 1-0-0 1-3-0 1-3-0 2-3-8 1-0-8 7-4-8 5-1-0 12-5-8 5-1-0 15-11-0 3-5-8 1-1-011-8-50-8-08.00 12 Plate Offsets (X,Y)-- [8:0-1-3,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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.39 0.31 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.04 (loc) 12-13 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 95 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-14,7-10: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-9,8-11: 2x4 SPF No.2, 2-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-5 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. 1 Row at midpt 7-11 WEBS 1 Row at midpt 8-9 REACTIONS.(lb/size)9=622/Mechanical, 16=696/0-3-8 Max Horz 16=349(LC 5) Max Uplift 9=-115(LC 6), 16=-28(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-481/50, 3-4=-976/102, 4-6=-708/81, 6-7=-332/117, 7-8=-306/178, 8-9=-589/141, 2-16=-665/81 BOT CHORD 15-16=-328/253, 12-13=-288/892, 11-12=-113/522, 7-11=-266/109 WEBS 3-15=-564/91, 13-15=-258/431, 3-13=-126/636, 4-12=-384/181, 6-12=0/290, 6-11=-448/133, 8-11=-169/680, 2-15=0/399 NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb) 9=115. 7) This truss is designed in accordance with the 2003 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss M04 Truss Type Monopitch Qty 2 Ply 1 24 Copper Run Job Reference (optional) I38304644 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-pzz2ALfcAtBq5TRZHVHOfUr18lisr?3AfWyFIoyk0KF Scale: 3/16"=1' 1 2 3 4 5 8 7 69 3x6 3x6 4x8 3x4 3x4 3x4 6x6 7-11-8 7-11-8 15-11-0 7-11-8 -1-0-0 1-0-0 7-11-8 7-11-8 15-11-0 7-11-8 1-1-011-8-58.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.92 0.47 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.23 0.01 (loc) 6-7 6-7 6 l/defl >999 >803 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-6: 2x4 SPF No.2, 2-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-6 REACTIONS.(lb/size)6=693/Mechanical, 8=744/0-3-8 Max Horz 8=349(LC 5) Max Uplift 6=-115(LC 6), 8=-28(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-784/82, 2-8=-685/118 BOT CHORD 7-8=-336/326, 6-7=-98/553 WEBS 4-7=0/344, 4-6=-686/176, 2-7=-39/287 NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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, with BCDL = 10.0psf. 4) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 6=115. 7) This truss is designed in accordance with the 2003 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss M05 Truss Type Monopitch Qty 4 Ply 1 24 Copper Run Job Reference (optional) I38304645 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-H9XQNggExAJhid0lrCodChOLr96TaSIJuAioqEyk0KE Scale = 1:55.0 1 2 3 6 5 4 3x6 3x6 3x8 2x4 3x4 3x4 5-10-0 5-10-0 11-8-0 5-10-0 5-10-0 5-10-0 11-8-0 5-10-0 2-3-510-0-118.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.35 0.25 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 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* 3-4: 2x4 SPF No.2, 1-6: 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. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size)4=455/Mechanical, 6=455/Mechanical Max Horz 6=288(LC 5) Max Uplift 4=-99(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-403/79, 1-6=-405/64 BOT CHORD 5-6=-270/232, 4-5=-102/270 WEBS 2-4=-379/143 NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) This truss is designed in accordance with the 2003 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss M06 Truss Type Monopitch Qty 4 Ply 1 24 Copper Run Job Reference (optional) I38304646 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-H9XQNggExAJhid0lrCodChOGu96CaXpJuAioqEyk0KE Scale = 1:41.3 1 2 3 6 5 4 3x6 2x4 3x4 2x4 3x4 3x4 4-4-0 4-4-0 8-8-0 4-4-0 4-4-0 4-4-0 8-8-0 4-4-0 2-2-17-2-117.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.67 0.21 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-6: 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)4=337/Mechanical, 6=337/Mechanical Max Horz 6=204(LC 5) Max Uplift 4=-68(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-267/63, 1-6=-304/47 WEBS 2-4=-288/99 NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) This truss is designed in accordance with the 2003 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss M07 Truss Type Monopitch Qty 5 Ply 1 24 Copper Run Job Reference (optional) I38304647 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-lM5ob0htiURYKnayPwJslvxPDYSAJ2pT7qRMMhyk0KD Scale = 1:19.0 1 2 3 6 5 4 2x4 6x6 3x4 3x4 5-6-4 5-6-4 7-4-8 1-10-4 -1-0-0 1-0-0 7-4-8 7-4-8 0-9-03-2-84.00 12 Plate Offsets (X,Y)-- [6:0-1-11,0-0-9], [6:0-3-0,0-2-0] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.82 0.22 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.06 -0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 7-4-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=162/Mechanical, 6=318/0-3-0, 5=159/0-3-8 Max Horz 6=101(LC 5) Max Uplift 4=-84(LC 6), 6=-73(LC 4) Max Grav 4=162(LC 1), 6=318(LC 1), 5=237(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-275/155 NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6. 7) This truss is designed in accordance with the 2003 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss M09 Truss Type Monopitch Qty 4 Ply 1 24 Copper Run Job Reference (optional) I38304648 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-DYfAoMhVToZPyw98zdq5H6ThYyph2VOcLUBvu7yk0KC Scale = 1:17.3 1 2 3 5 4 3x4 3x6 3x6 5-4-0 5-4-0 -1-0-0 1-0-0 5-4-0 5-4-0 0-9-02-6-52-2-130-3-82-6-54.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.34 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.00 (loc) 4-5 4-5 4 l/defl >999 >953 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=278/0-3-8, 4=194/0-1-8 Max Horz 5=77(LC 5) Max Uplift 5=-50(LC 4), 4=-21(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2003 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss M10 Truss Type Monopitch Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304649 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-DYfAoMhVToZPyw98zdq5H6TiGyoa2VOcLUBvu7yk0KC Scale = 1:17.3 1 2 4 3 3x6 3x4 2x4 5-4-0 5-4-0 5-4-0 5-4-0 0-9-02-6-54.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.29 0.21 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.00 (loc) 3-4 3-4 3 l/defl >999 >839 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=203/Mechanical, 4=203/0-3-8 Max Horz 4=71(LC 5) Max Uplift 3=-24(LC 6), 4=-12(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 7) This truss is designed in accordance with the 2003 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss PB01 Truss Type GABLE Qty 6 Ply 1 24 Copper Run Job Reference (optional) I38304650 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-9xnxD2jl?Pq7BEJX42tZMXZ2FmVBWNuvpng0z0yk0KA Scale = 1:42.5 2 3 4 5 6 11 10 9 8 1 7 12 13 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 3x6 18-5-15 18-5-15 9-3-0 9-3-0 18-5-15 9-3-0 6-2-00-1-40-1-88.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.26 0.14 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 54 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-5-15. (lb) - Max Horz 1=139(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 8, 6 except 1=-203(LC 1), 7=-203(LC 1) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 2=435(LC 1), 9=402(LC 1), 11=405(LC 10), 8=405(LC 11), 6=435(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-279/150, 5-8=-279/149 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11, 8, 6 except (jt=lb) 1=203, 7=203. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss PB02 Truss Type GABLE Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304651 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-e7LJROkNmjy_pOujemOovl5CzAs_Fq232RPZVSyk0K9 Scale = 1:30.6 2 3 4 5 6 7 12 11 10 9 1 8 4x6 3x6 3x6 2x4 4x6 2x4 2x4 2x4 3x4 18-5-15 18-5-15 5-0-12 5-0-12 13-5-3 8-4-7 18-5-15 5-0-12 3-4-80-1-40-1-83-3-08.00 12 Plate Offsets (X,Y)-- [3:0-0-0,0-1-12], [3:0-4-8,0-1-12], [4:0-1-4,0-0-0], [6:0-3-12,0-2-0], [7:0-1-15,0-1-8], [11:0-2-13,0-1-8] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.33 0.10 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 49 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, except 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-5-15. (lb) - Max Horz 1=-75(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 9, 10, 12 except 1=-260(LC 10), 8=-238(LC 11), 2=-129(LC 6), 7=-117(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 8 except 2=512(LC 1), 9=313(LC 11), 10=340(LC 11), 12=321(LC 1), 7=483(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-10=-266/118 NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 10, 12 except (jt=lb) 1=260, 8=238, 2=129, 7=117. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss PB03 Truss Type GABLE Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304652 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-6Jvhekk?X04rQYTvCTv1SyePIZBR_IfCG5971uyk0K8 Scale = 1:30.6 2 3 4 5 6 7 8 14 13 12 11 10 1 9 3x6 3x4 3x6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 18-5-15 18-5-15 2-6-12 2-6-12 15-11-3 13-4-7 18-5-15 2-6-12 1-8-80-1-40-1-81-7-08.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-0-2], [7:0-3-12,0-2-0] 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 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.16 0.09 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 45 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, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-5-15. (lb) - Max Horz 1=-36(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 2, 10, 11, 12, 14, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2, 10, 8 except 11=341(LC 10), 12=323(LC 11), 14=288(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-11=-259/105 NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 2, 10, 11, 12, 14, 8. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss PB04 Truss Type GABLE Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304653 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-aWS3s4ldHKCh2i26lAQG_ABanzWdjk2LVlugaKyk0K7 Scale: 3/8"=1' 2 3 4 5 6 7 8 14 13 12 11 10 1 9 3x6 3x4 3x6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 18-5-15 18-5-15 7-6-12 7-6-12 10-11-3 3-4-7 18-5-15 7-6-12 5-0-80-1-40-1-84-11-08.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-0-2], [6:0-3-12,0-2-0] 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 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.18 0.16 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 53 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, except 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-5-15. (lb) - Max Horz 1=-114(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 2, 12, 14, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2, 8 except 11=361(LC 1), 12=404(LC 10), 14=260(LC 1), 10=290(LC 1) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 2, 12, 14, 10. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss T01 Truss Type Hip Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304654 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-2i0R3QmG2eKYgsdIJuxVXNjZ3NhjS03VkPeE6nyk0K6 Scale = 1:58.3 1 2 3 4 5 6 7 15 14 13 12 11 10 9 81617 4x6 4x8 3x8 3x6 3x4 3x4 3x4 3x4 3x4 3x4 2x4 3x6 5x6 3x6 11-1-5 11-1-5 14-7-4 3-5-15 19-0-9 4-5-5 26-11-12 7-11-4 32-11-8 5-11-12 -1-0-0 1-0-0 5-7-14 5-7-14 11-1-5 5-5-6 19-0-9 7-11-4 26-11-12 7-11-4 32-11-8 5-11-12 1-1-08-5-144-6-18-5-148.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-2-4], [6:0-5-12,0-2-0] 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 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.91 0.87 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.92 0.02 (loc) 14-15 14-15 8 l/defl >472 >188 n/a L/d 240 180 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 2x3 SPF No.2 *Except* 6-10: 2x4 SPF No.2, 7-8,2-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 7-2-13 oc bracing: 12-14. WEBS 1 Row at midpt 4-12, 5-12, 6-10, 6-9 REACTIONS.(lb/size)12=1552/0-3-8, 8=798/0-3-8, 15=597/0-3-8 Max Horz 15=253(LC 5) Max Uplift 12=-175(LC 5), 8=-23(LC 4), 15=-39(LC 6) Max Grav 12=1552(LC 1), 8=819(LC 11), 15=602(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-366/68, 3-4=-285/63, 5-6=-405/119, 6-7=-643/108, 7-8=-788/68, 2-15=-372/108 BOT CHORD 14-15=-134/376, 10-12=-80/405, 9-10=-39/459 WEBS 3-14=-279/176, 4-14=0/497, 4-12=-699/73, 5-12=-1021/146, 5-10=0/353, 7-9=-20/546 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 15 except (jt=lb) 12=175. 8) This truss is designed in accordance with the 2003 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss T02 Truss Type Hip Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304655 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-_58CU5oWaFaGv9mgRJ_zcoov6AVzwzAoBj7KBfyk0K4 Scale = 1:70.8 1 2 3 4 5 6 7 8 9 10 11 24 23 22 21 20 19 18 17 15 14 13 121625 5x6 5x8 6x8 5x8 2x4 2x4 3x6 2x4 2x4 4x6 3x8 8x10 3x4 3x6 3x6 5x12 2x4 3x8 3x4 3x6 3x4 1-3-0 1-3-0 2-3-8 1-0-8 7-4-8 5-1-0 12-5-8 5-1-0 13-7-5 1-1-13 14-5-8 0-10-3 19-0-9 4-7-1 24-5-12 5-5-4 32-11-8 8-5-12 -1-0-0 1-0-0 1-3-0 1-3-0 2-3-8 1-0-8 7-4-8 5-1-0 12-5-8 5-1-0 13-7-5 1-1-13 19-0-9 5-5-4 24-5-12 5-5-4 32-11-8 8-5-12 1-1-010-1-144-6-10-8-010-1-148.00 12 Plate Offsets (X,Y)-- [4:0-0-0,0-1-12], [4:0-2-0,0-3-0], [8:0-5-12,0-2-0], [10:0-4-8,0-1-12], [11:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.94 0.37 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.12 0.06 (loc) 12-13 12-13 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 200 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-22,7-18: 2x3 SPF No.2, 15-18: 2x6 SP 2400F 2.0E 12-15: 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-17,8-14,9-14,10-14,10-13: 2x4 SPF No.2 2-24,11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 7-19 WEBS 1 Row at midpt 8-17, 9-14, 10-14 REACTIONS.(lb/size)24=672/0-3-8, 12=808/0-3-8, 16=1458/0-3-8 Max Horz 24=290(LC 5) Max Uplift 24=-39(LC 6), 12=-37(LC 4), 16=-89(LC 5) Max Grav 24=672(LC 1), 12=834(LC 11), 16=1458(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-461/48, 3-5=-930/82, 5-6=-667/79, 6-7=-285/130, 8-9=-357/169, 9-10=-358/169, 10-11=-696/131, 2-24=-641/79, 11-12=-762/97 BOT CHORD 23-24=-273/226, 20-21=-301/851, 19-20=-134/490, 13-14=-29/466 WEBS 3-23=-538/116, 21-23=-238/410, 3-21=-126/606, 5-20=-375/171, 6-20=0/296, 6-19=-463/127, 8-19=-137/695, 8-17=-1270/153, 8-14=-93/567, 9-14=-361/167, 10-14=-265/28, 2-23=0/382, 11-13=-15/462 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 12, 16. 8) This truss is designed in accordance with the 2003 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss T03 Truss Type Hip Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304656 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-SHiahRo8LZi7XJLt_0VC90L5oalXfNKxQNsuj6yk0K3 Scale = 1:76.4 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12242526 3x6 5x12 4x8 3x4 2x4 2x4 3x6 6x10 2x4 2x4 3x6 3x6 3x8 8x10 3x4 3x6 3x6 3x4 3x4 3x4 3x6 4x8 1-3-0 1-3-0 2-3-8 1-0-8 7-4-8 5-1-0 12-5-8 5-1-0 14-7-4 2-1-12 16-1-5 1-6-1 21-11-12 5-10-7 32-11-8 10-11-12 -1-0-0 1-0-0 1-3-0 1-3-0 2-3-8 1-0-8 7-4-8 5-1-0 12-5-8 5-1-0 16-1-5 3-7-13 21-11-12 5-10-7 27-4-6 5-4-10 32-11-8 5-7-2 1-1-011-9-144-6-10-8-011-9-148.00 12 Plate Offsets (X,Y)-- [8:0-9-8,0-2-8], [9:0-5-12,0-2-0] 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 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.88 0.73 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.47 -0.94 0.05 (loc) 12-13 12-13 12 l/defl >468 >232 n/a L/d 240 180 n/a PLATES MT20 Weight: 195 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-21,7-17: 2x3 SPF No.2, 12-14: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 8-18,8-16,8-15,9-15,9-13: 2x4 SPF No.2, 2-23,11-12: 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.): 8-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18,16-17. 1 Row at midpt 7-18 WEBS 1 Row at midpt 8-16, 9-15, 10-13, 10-12 REACTIONS.(lb/size)23=581/0-3-8, 16=1597/0-3-8, 12=873/0-3-8 Max Horz 23=330(LC 5) Max Uplift 23=-15(LC 6), 16=-131(LC 6), 12=-33(LC 7) Max Grav 23=581(LC 1), 16=1597(LC 1), 12=920(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-386/33, 3-4=-769/49, 4-6=-508/47, 9-10=-582/157, 2-23=-554/61 BOT CHORD 22-23=-309/264, 19-20=-288/715, 18-19=-105/356, 13-15=-3/409, 12-13=0/431 WEBS 3-22=-439/95, 20-22=-247/361, 3-20=-104/514, 4-19=-373/189, 6-19=0/295, 6-18=-455/126, 8-18=-148/526, 8-16=-1293/101, 8-15=-3/523, 9-15=-730/25, 9-13=-9/566, 2-22=0/315, 10-12=-668/17 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 12 except (jt=lb) 16=131. 8) This truss is designed in accordance with the 2003 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss T04 Truss Type Common Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304657 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-wTGyvnpm6sq_8Tw3Yk0RhDuLU_79OrS5f1cRFYyk0K2 Scale = 1:64.9 1 2 3 4 5 10 9 8 7 61112 3x6 5x8 3x4 3x4 3x6 3x6 3x4 3x4 3x6 5x6 7-4-7 7-4-7 12-9-4 5-4-13 20-0-8 7-3-4 7-4-7 7-4-7 14-6-7 7-1-15 20-0-8 5-6-2 1-1-010-9-47-1-38.00 12 Plate Offsets (X,Y)-- [1: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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.56 0.52 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.26 -0.01 (loc) 6-7 6-7 6 l/defl >618 >334 n/a L/d 240 180 n/a PLATES MT20 Weight: 99 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* 4-7,4-6: 2x4 SPF No.2, 5-6,1-10: 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. WEBS 1 Row at midpt 4-7, 4-6 REACTIONS.(lb/size)10=484/0-3-8, 7=948/0-3-8, 6=322/0-3-8 Max Horz 10=326(LC 5) Max Uplift 10=-14(LC 6), 7=-40(LC 6), 6=-34(LC 7) Max Grav 10=484(LC 1), 7=948(LC 1), 6=332(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-481/89, 1-10=-410/81 BOT CHORD 8-10=-308/293, 7-8=-155/313 WEBS 3-7=-489/171, 4-7=-326/0 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7, 6. 7) This truss is designed in accordance with the 2003 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss T05 Truss Type Piggyback Base Qty 9 Ply 1 24 Copper Run Job Reference (optional) I38304658 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-PgqK67qOtAyrmdVF6RXgERQRbOMs7FJEthL_n_yk0K1 Scale = 1:83.8 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 1322232425 3x6 8x8 3x6 5x6 3x6 3x8 MT18HS 6x10 3x16 MT18HS 3x6 6x8 3x4 3x6 3x4 3x6 3x6 4x8 3x8 3x6 5x12 4x8 5-8-5 5-8-5 11-2-1 5-5-13 15-11-0 4-8-15 25-6-7 9-7-7 35-1-13 9-7-7 44-11-0 9-9-3 -1-0-0 1-0-0 5-8-5 5-8-5 11-2-1 5-5-13 16-7-14 5-5-13 22-9-14 6-2-0 28-11-13 6-2-0 35-1-13 6-2-0 39-11-3 4-9-5 44-11-0 4-11-13 1-1-012-2-41-1-04-7-27-7-28.00 12 3.57 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [6:0-5-12,0-2-0], [10:0-3-12,0-2-0] 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 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.86 1.00 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.48 -1.09 0.40 (loc) 16-17 16-17 13 l/defl >999 >490 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 186 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-17,13-15: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 8-14,2-20: 2x4 SPF No.2, 2-21,12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-3 max.): 6-10. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 7-17, 8-14, 11-13 REACTIONS.(lb/size)21=2007/0-5-8, 13=1988/Mechanical Max Horz 21=287(LC 5) Max Uplift 21=-85(LC 6), 13=-19(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3954/344, 4-5=-4074/387, 5-6=-3760/387, 6-7=-2871/345, 7-8=-3160/334, 8-10=-2176/261, 10-11=-2680/275, 11-12=-379/57, 2-21=-2006/245, 12-13=-311/57 BOT CHORD 20-21=-309/254, 19-20=-374/3363, 17-19=-351/3476, 16-17=-299/3179, 14-16=-238/2917, 13-14=-141/2125 WEBS 4-20=-411/101, 5-17=-350/173, 6-17=-107/1715, 7-17=-626/257, 8-16=-21/611, 8-14=-1222/237, 10-14=-52/1127, 2-20=-152/3014, 11-13=-2462/222 NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 13. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss T06 Truss Type Common Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304659 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-tsNjKTr0eU4iOn4Sg92vmezf0okdsigN6L5YKRyk0K0 Scale = 1:82.7 1 2 3 4 5 6 7 8 14 13 12 11 10 91516171918 3x8 5x6 3x6 4x8 4x8 4x6 3x6 4x6 3x6 3x6 4x8 10x10 4x8 11-9-5 11-9-5 22-4-9 10-7-4 35-1-8 12-8-15 8-1-15 8-1-15 16-1-5 7-11-7 22-4-9 6-3-4 28-7-13 6-3-4 35-1-8 6-5-12 3-0-313-9-21-1-08.00 12 Plate Offsets (X,Y)-- [8:0-1-12,0-1-3], [9:Edge,0-3-8], [10:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.69 0.84 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.48 0.07 (loc) 13-14 9-10 9 l/defl >999 >876 n/a L/d 240 180 n/a PLATES MT20 Weight: 185 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-13,5-10,7-10,7-9: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 4-13, 5-13, 7-9 2 Rows at 1/3 pts 3-14 REACTIONS.(lb/size)14=1723/0-3-8, 9=1666/Mechanical Max Horz 14=-342(LC 4) Max Uplift 14=-49(LC 6), 9=-61(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-261/159, 3-4=-1740/279, 4-5=-1252/229, 5-7=-2022/194, 7-8=-705/70, 1-14=-288/130, 8-9=-513/78 BOT CHORD 13-14=-57/1364, 10-13=0/1595, 9-10=-72/1755 WEBS 3-13=-164/260, 4-13=-157/1188, 5-13=-872/155, 5-10=0/603, 3-14=-1763/31, 7-9=-1594/135 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 9. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss T07 Truss Type Common Qty 2 Ply 1 24 Copper Run Job Reference (optional) I38304660 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-L2x5XprfPnCZ?wfeDsZ8JsWqmB4sbA?XL?q5styk0K? Scale = 1:82.7 1 2 3 4 5 6 7 8 9 15 14 13 12 11 101617182019 3x8 5x6 3x6 4x8 4x8 4x6 3x6 4x6 3x6 3x6 4x8 10x10 4x8 11-9-5 11-9-5 22-4-9 10-7-4 35-1-8 12-8-15 8-1-15 8-1-15 16-1-5 7-11-7 22-4-9 6-3-4 28-7-12 6-3-4 35-1-8 6-5-12 36-1-8 1-0-0 3-0-313-9-21-1-08.00 12 Plate Offsets (X,Y)-- [8:0-1-12,0-1-3], [10:Edge,0-3-0], [11:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.69 0.84 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.47 0.07 (loc) 14-15 10-11 10 l/defl >999 >886 n/a L/d 240 180 n/a PLATES MT20 Weight: 186 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-14,5-11,7-11,7-10: 2x3 SPF No.2, 8-10: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 4-14, 5-14, 7-10 2 Rows at 1/3 pts 3-15 REACTIONS.(lb/size)15=1721/0-3-8, 10=1735/0-3-8 Max Horz 15=-354(LC 4) Max Uplift 15=-49(LC 6), 10=-97(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-261/159, 3-4=-1739/279, 4-5=-1251/228, 5-7=-2017/193, 7-8=-813/112, 1-15=-288/130, 8-10=-656/143 BOT CHORD 14-15=-44/1363, 11-14=0/1593, 10-11=-34/1744 WEBS 3-14=-164/260, 4-14=-157/1188, 5-14=-871/156, 5-11=0/596, 3-15=-1762/30, 7-10=-1477/92 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 10. 7) This truss is designed in accordance with the 2003 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss T08 Truss Type Hip Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304661 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-pEVTk9sHA5KQd4EqnZ4Ns32xxbR6KhYgZfafOJyk0K_ Scale = 1:67.6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 1017181920 3x4 5x6 5x6 3x6 3x8 3x8 3x6 3x4 3x8 3x6 3x8 4x8 3x4 6x6 3x6 11-3-10 11-3-10 20-11-1 9-7-7 27-11-0 7-0-0 35-1-8 7-2-8 5-9-1 5-9-1 11-3-10 5-6-9 16-1-5 4-9-11 20-11-1 4-9-11 27-11-0 7-0-0 35-1-8 7-2-8 36-1-8 1-0-0 3-0-310-6-101-1-010-6-108.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-4], [5:0-3-12,0-2-0], [11:0-2-8,0-1-8] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.92 0.77 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.38 -0.88 0.07 (loc) 15-16 15-16 10 l/defl >999 >476 n/a L/d 240 180 n/a PLATES MT20 Weight: 165 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-14: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-15,4-12,2-16,8-10: 2x4 SPF No.2, 1-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-1 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 4-12, 6-12, 2-16 REACTIONS.(lb/size)16=1693/0-3-8, 10=1671/0-3-8 Max Horz 16=-283(LC 4) Max Uplift 16=-32(LC 6), 10=-83(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1690/221, 3-4=-1324/218, 4-5=-1409/235, 5-6=-1817/232, 6-8=-2189/178, 8-10=-1597/175 BOT CHORD 15-16=-138/1211, 12-15=-46/1432, 11-12=-8/1726, 10-11=-48/329 WEBS 2-15=-75/281, 3-15=-26/590, 4-15=-348/176, 5-12=-15/603, 6-12=-421/157, 2-16=-1728/102, 8-11=0/1407 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10. 8) This truss is designed in accordance with the 2003 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss T09 Truss Type Hip Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304662 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-HR3ryVtvxPSHFEp1LHccOHbAE?qa34yqoJJCvlyk0Jz Scale = 1:62.0 1 2 3 4 5 6 7 14 13 12 11 10 9 8151617 6x6 6x8 5x8 3x4 3x6 3x6 3x8 2x4 3x4 3x6 12x12 3x6 8-9-10 8-9-10 16-1-5 7-3-11 23-5-1 7-3-11 35-1-8 11-8-7 8-9-10 8-9-10 16-1-5 7-3-11 23-5-1 7-3-11 29-2-0 5-9-0 35-1-8 5-11-8 36-1-8 1-0-0 3-0-38-10-101-1-08-10-108.00 12 Plate Offsets (X,Y)-- [2:0-4-12,0-2-0], [4:0-5-12,0-2-0], [6:0-1-12,0-1-3], [8:Edge,0-3-4], [13:0-2-8,0-1-8] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.69 0.63 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.94 0.07 (loc) 8-9 8-9 8 l/defl >999 >445 n/a L/d 240 180 n/a PLATES MT20 Weight: 154 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-11,4-11,1-14,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-5 max.): 2-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-13, 3-11, 5-8 REACTIONS.(lb/size)14=1569/0-3-8, 8=1614/0-3-8 Max Horz 14=-244(LC 4) Max Uplift 14=-19(LC 6), 8=-72(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1687/184, 2-3=-1687/250, 3-4=-1687/250, 4-5=-1900/216, 5-6=-518/83, 1-14=-1495/156, 6-8=-480/118 BOT CHORD 13-14=-179/258, 11-13=-120/1281, 9-11=0/1500, 8-9=-55/1604 WEBS 2-11=-172/701, 3-11=-493/215, 4-11=-184/393, 4-9=0/446, 1-13=-78/1244, 5-8=-1622/142 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 8. 8) This truss is designed in accordance with the 2003 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss T10 Truss Type Common Qty 5 Ply 1 24 Copper Run Job Reference (optional) I38304663 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-lddD9quXiia8sOODv_7rxU8MiP8Uoanz1z3lSCyk0Jy Scale = 1:57.4 1 2 3 4 5 6 7 11 10 9 812131415 4x6 3x8 3x8 3x4 3x4 3x4 3x8 3x8 3x4 9-8-8 9-8-8 19-5-0 9-8-8 -1-0-0 1-0-0 4-11-8 4-11-8 9-8-8 4-9-0 14-5-8 4-9-0 19-5-0 4-11-8 20-5-0 1-0-0 1-3-09-4-11-3-010.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.58 0.65 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.42 0.02 (loc) 8-9 8-9 8 l/defl >999 >545 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 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 or 10-0-0 oc bracing. REACTIONS.(lb/size)11=834/0-3-8, 8=834/0-3-8 Max Horz 11=-224(LC 4) Max Uplift 11=-60(LC 6), 8=-60(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-269/122, 3-4=-660/141, 4-5=-660/141, 5-6=-269/122, 2-11=-322/140, 6-8=-322/140 BOT CHORD 9-11=-62/544, 8-9=0/544 WEBS 4-9=-85/488, 3-11=-589/17, 5-8=-589/16 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 6) This truss is designed in accordance with the 2003 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss T11 Truss Type Common Qty 3 Ply 1 24 Copper Run Job Reference (optional) I38304664 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-DpBbNAv9T0j_UYyPSie4TigXIpVyX0E6GdoJ_eyk0Jx Scale = 1:57.4 1 2 3 4 5 6 10 9 8 711121314 4x6 3x4 3x8 3x4 3x8 3x4 3x4 3x8 3x8 9-8-8 9-8-8 19-2-0 9-5-8 -1-0-0 1-0-0 4-11-8 4-11-8 9-8-8 4-9-0 14-4-0 4-7-8 19-2-0 4-10-0 1-3-09-4-11-5-810.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.59 0.64 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.43 0.02 (loc) 7-8 8-10 7 l/defl >999 >524 n/a L/d 240 180 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 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 or 10-0-0 oc bracing. REACTIONS.(lb/size)10=848/0-3-8, 7=819/Mechanical Max Horz 10=238(LC 5) Max Uplift 10=-59(LC 6), 7=-23(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-252/121, 3-4=-688/141, 4-5=-686/143, 5-6=-271/90, 2-10=-312/139 BOT CHORD 8-10=-77/561, 7-8=0/554 WEBS 4-8=-87/488, 3-10=-634/17, 5-7=-605/32 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 7) This truss is designed in accordance with the 2003 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss T12 Truss Type Common Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304665 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-DpBbNAv9T0j_UYyPSie4TigWBpV_X4z6GdoJ_eyk0Jx Scale = 1:57.4 1 2 3 4 8 7 6 5910 3x4 4x6 4x6 3x8 3x4 4x6 2x4 3x8 9-8-8 9-8-8 16-3-8 6-7-0 16-3-9 0-0-1 4-11-8 4-11-8 9-8-8 4-9-0 16-3-8 6-7-0 1-3-09-4-13-10-410.00 12 Plate Offsets (X,Y)-- [4:0-2-12,0-1-8] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.66 0.63 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.52 0.01 (loc) 6-8 6-8 5 l/defl >935 >372 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 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* 1-8,4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=640/0-3-8, 5=640/Mechanical Max Horz 8=252(LC 5) Max Uplift 8=-17(LC 6), 5=-32(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-261/81, 2-3=-488/135, 3-4=-515/114, 4-5=-595/70 BOT CHORD 6-8=-122/430 WEBS 3-6=-34/291, 2-8=-426/34, 4-6=-24/311 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5. 7) This truss is designed in accordance with the 2003 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss T13 Truss Type Common Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304666 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-h0l_aWvnEKrr6iXb0P9J0vDj4CpqGYxGUHYsW4yk0Jw Scale = 1:51.5 1 2 3 4 5 10 9 8 7 61112 3x6 5x6 4x6 3x8 3x4 3x4 3x8 2x4 5x8 4x6 8-9-13 8-9-13 17-5-2 8-7-5 20-0-8 2-7-7 5-11-2 5-11-2 11-7-11 5-8-10 17-5-2 5-9-6 20-0-8 2-7-7 1-1-08-10-27-1-38-10-28.00 12 Plate Offsets (X,Y)-- [3:0-3-12,0-2-0], [4:0-3-12,0-2-0], [5:0-3-0,0-1-8] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.52 0.72 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.38 0.02 (loc) 7-8 7-8 6 l/defl >999 >629 n/a L/d 240 180 n/a PLATES MT20 Weight: 94 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* 1-10,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-7, 4-7, 2-10, 5-6 REACTIONS.(lb/size)10=859/0-3-8, 6=904/0-3-8 Max Horz 10=281(LC 5) Max Uplift 10=-28(LC 6), 6=-36(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-281/90, 2-3=-934/160, 3-4=-276/132, 4-5=-350/146, 1-10=-262/82, 5-6=-970/84 BOT CHORD 8-10=-180/814, 7-8=-133/524 WEBS 3-8=-41/524, 3-7=-456/98, 2-10=-841/28, 5-7=-83/791 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. 8) This truss is designed in accordance with the 2003 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss T14 Truss Type Common Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304667 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-ACJMoswP_dzikr6oa7gYZ7my_cI2?5HPjxHQ2Xyk0Jv Scale = 1:30.7 1 2 3 6 5 4 3x6 4x6 3x6 2x4 2x4 3x8 4-0-0 4-0-0 8-0-0 4-0-0 4-0-0 4-0-0 8-0-0 4-0-0 1-3-04-7-01-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.26 0.15 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-6,3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=308/0-3-0, 4=308/0-3-0 Max Horz 6=-110(LC 4) Max Uplift 6=-10(LC 7), 4=-10(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-252/46, 2-3=-252/46, 1-6=-279/50, 3-4=-279/50 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 6) This truss is designed in accordance with the 2003 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss T15 Truss Type Common Qty 2 Ply 1 24 Copper Run Job Reference (optional) I38304668 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-eOsk?Cx2lx5ZL?h_8qBn5KI6l0eTkYaZyb1zbzyk0Ju Scale = 1:30.7 1 2 3 6 5 4 3x6 4x6 3x6 2x4 2x4 3x8 3-8-0 3-8-0 7-8-0 4-0-0 3-8-0 3-8-0 7-8-0 4-0-0 1-6-54-7-01-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.26 0.14 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-6,3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=295/0-3-8, 4=295/0-3-0 Max Horz 6=-113(LC 4) Max Uplift 6=-11(LC 7), 4=-9(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-269/47, 3-4=-264/50 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 6) This truss is designed in accordance with the 2003 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss T16 Truss Type Common Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304669 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-eOsk?Cx2lx5ZL?h_8qBn5KI6m0fPkYgZyb1zbzyk0Ju Scale = 1:30.8 1 2 3 7 6 45 3x6 4x6 3x6 2x4 2x4 3x8 3-4-8 3-4-8 5-10-0 2-5-8 7-4-8 1-6-8 3-4-8 3-4-8 7-4-8 4-0-0 1-9-44-7-01-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.26 0.08 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 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* 1-7,3-4: 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=274/Mechanical, 4=249/1-10-0, 5=44/0-3-8 Max Horz 7=-116(LC 4) Max Uplift 7=-17(LC 7), 4=-24(LC 6) Max Grav 7=274(LC 1), 4=249(LC 1), 5=77(LC 2) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 4. 7) This truss is designed in accordance with the 2003 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss T17 Truss Type Hip Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304670 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-6bQ6CYygWFDQz9GAhYj0eYrA_QsITuMiAFmW7Pyk0Jt Scale = 1:72.5 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10181920 3x6 5x8 5x6 3x6 3x4 3x6 3x6 3x6 3x4 3x8 3x6 3x6 4x6 3x4 5x8 3x6 7-0-1 7-0-1 13-9-10 6-9-9 18-5-1 4-7-7 26-8-0 8-3-0 35-1-8 8-5-8 7-0-1 7-0-1 13-9-10 6-9-9 18-5-1 4-7-7 26-8-0 8-3-0 35-1-8 8-5-8 36-1-8 1-0-0 3-0-312-2-101-1-012-2-108.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [4:0-6-4,0-2-4], [5:0-3-8,0-1-12], [11:0-2-8,0-1-8], [16:0-2-8,0-1-8] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.74 0.67 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.39 0.06 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 176 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-16,3-15,6-11,1-16,8-11: 2x3 SPF No.2, 1-17: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-1-13 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 4-13, 6-13 REACTIONS.(lb/size)17=1598/0-3-8, 10=1645/0-3-8 Max Horz 17=-321(LC 4) Max Uplift 17=-42(LC 6), 10=-91(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1650/163, 3-4=-1528/244, 4-5=-1215/246, 5-6=-1609/236, 6-8=-2174/174, 1-17=-1545/130, 8-10=-1575/175 BOT CHORD 16-17=-250/314, 15-16=-69/1292, 13-15=-0/1166, 11-13=0/1698, 10-11=-84/396 WEBS 4-15=-52/382, 4-13=-124/265, 5-13=-14/440, 6-13=-627/179, 6-11=0/279, 1-16=-14/1349, 8-11=0/1309 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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) The Fabrication Tolerance at joint 8 = 4% 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss T18 Truss Type Hip Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304671 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-an_UQuyIHYLHbJrNFFEFAlOOrqGfCFMsPvW4fryk0Js Scale = 1:63.2 1 2 3 4 5 6 13 12 11 10 9 8 714 3x6 4x6 4x6 4x6 3x4 3x6 3x8 3x4 2x4 3x8 3x4 2x4 5x6 7-2-2 7-2-2 12-9-4 5-7-2 14-1-11 1-4-7 14-11-2 0-9-6 20-0-8 5-1-7 7-2-2 7-2-2 14-1-11 6-11-10 14-11-2 0-9-6 20-0-8 5-1-7 1-1-010-6-27-1-310-6-28.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [4:0-3-12,0-2-0], [5:0-4-0,0-2-0], [6:0-3-0,0-1-8] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.54 0.41 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.16 0.01 (loc) 11-13 11-13 7 l/defl >999 >976 n/a L/d 240 180 n/a PLATES MT20 Weight: 112 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-7,1-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9, 4-9, 5-9 REACTIONS.(lb/size)13=614/0-3-8, 10=512/0-3-8, 7=545/0-3-8 Max Horz 13=320(LC 5) Max Uplift 13=-13(LC 6), 10=-45(LC 6), 7=-24(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-691/84, 3-4=-305/142, 5-6=-259/151, 6-7=-431/76, 1-13=-547/76 BOT CHORD 11-13=-306/286, 10-11=-136/491 WEBS 3-11=0/256, 3-10=-515/110, 1-11=-13/304 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 10, 7. 8) This truss is designed in accordance with the 2003 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.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss T19 Truss Type Hip Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304672 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-WA6FrZ_YpAb?qd?lNgGjFATkJduRg9O8tD?Akkyk0Jq Scale = 1:84.9 1 2 3 4 5 6 7 8 9 10 11 12 25 24 23 22 21 20 19 18 17 16 15 14 132627 3x6 4x10 5x6 3x6 2x4 2x4 3x6 6x10 2x4 2x4 3x6 3x6 3x8 8x10 3x4 3x6 3x6 2x4 3x4 3x6 3x4 3x6 2x4 4x6 1-3-0 1-3-0 2-3-8 1-0-8 7-4-8 5-1-0 12-5-8 5-1-0 14-7-4 2-1-12 18-7-5 4-0-1 19-5-12 0-10-7 26-1-6 6-7-10 32-11-8 6-10-2 -1-0-0 1-0-0 1-3-0 1-3-0 2-3-8 1-0-8 7-4-8 5-1-0 12-5-8 5-1-0 18-7-5 6-1-13 19-5-12 0-10-7 26-1-6 6-7-10 32-11-8 6-10-2 1-1-013-5-144-6-10-8-013-5-148.00 12 Plate Offsets (X,Y)-- [8:0-6-12,0-1-8], [9:0-3-12,0-2-0] 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 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.54 0.58 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.24 0.07 (loc) 14-15 14-15 13 l/defl >999 >902 n/a L/d 240 180 n/a PLATES MT20 Weight: 202 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-23,7-19: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-20,8-18,8-16,9-15,10-15: 2x4 SPF No.2 2-25,12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20,18-19. 1 Row at midpt 7-20 WEBS 1 Row at midpt 8-20, 8-16, 9-15, 10-15, 10-14 2 Rows at 1/3 pts 8-18 REACTIONS.(lb/size)25=709/0-3-8, 18=1368/0-3-8, 13=871/0-3-8 Max Horz 25=369(LC 5) Max Uplift 25=-17(LC 7), 18=-177(LC 6), 13=-42(LC 7) Max Grav 25=709(LC 1), 18=1368(LC 1), 13=902(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-491/30, 3-4=-998/29, 4-6=-729/63, 6-7=-352/192, 7-8=-368/231, 8-9=-323/190, 9-10=-525/178, 10-12=-740/108, 2-25=-677/58, 12-13=-857/78 BOT CHORD 24-25=-343/302, 21-22=-255/916, 20-21=-53/538, 7-20=-350/198, 16-18=0/319, 15-16=0/324, 14-15=0/540 WEBS 3-24=-575/56, 22-24=-242/438, 3-22=-77/655, 4-21=-392/209, 6-21=0/294, 6-20=-437/119, 8-20=-193/703, 8-18=-1280/146, 8-16=-40/436, 10-15=-372/156, 2-24=0/407, 12-14=0/618 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 13 except (jt=lb) 18=177. 8) This truss is designed in accordance with the 2003 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.).August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 2 24 Copper Run Job Reference (optional) I38304673 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-_Mgd2v?AaTjsSmaywNnyoO0yD1F9PjuI5skkGAyk0Jp Scale = 1:22.2 1 2 3 8 7 6 5 4 9 11 10 12 2x4 3x4 4x10 8x8 3x6 8x8 3x8 2x4 4x6 2-8-0 2-8-0 5-4-0 2-8-0 6-2-4 0-10-4 7-4-0 1-1-12 2-8-0 2-8-0 5-4-0 2-8-0 7-4-0 2-0-0 1-9-103-6-150-5-84.00 12 Plate Offsets (X,Y)-- [4:Edge,0-3-0], [10:0-1-12,0-0-0], [11:0-4-0,0-5-0] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.34 0.55 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.06 0.01 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 78 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* 3-6: 2x6 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except end verticals. Except: 10-0-0 oc bracing: 3-9 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=964/Mechanical, 8=1944/0-3-8 Max Horz 8=90(LC 4) Max Uplift 4=-33(LC 5), 8=-81(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-543/40 BOT CHORD 7-8=-76/1124, 6-7=-76/1124, 5-6=-58/1375, 4-5=-58/1375 WEBS 9-11=-2409/107, 5-11=-10/321, 6-11=-58/1194, 4-11=-1623/68, 2-7=-27/1333, 2-8=-1448/59, 2-6=-841/71 NOTES-(11-12) 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 8. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 828 lb down and 30 lb up at 0-1-12, and 821 lb down and 35 lb up at 2-4-12, and 821 lb down and 35 lb up at 4-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 2 24 Copper Run Job Reference (optional) I38304673 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:30 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-_Mgd2v?AaTjsSmaywNnyoO0yD1F9PjuI5skkGAyk0Jp LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-8=-20 Concentrated Loads (lb) Vert: 7=-821(F) 8=-828(F) 12=-821(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss TG02 Truss Type HIP GIRDER Qty 1 Ply 2 24 Copper Run Job Reference (optional) I38304674 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-SYE?GF0oLnrj3w98U5IBLbY3ARc085yRKWUHodyk0Jo Scale = 1:61.6 1 2 3 4 5 6 13 12 11 10 9 8 71415161718192021 10x16 12x18 MT18HS 10x16 6x18 MT18HS 5x12 3x12 8x8 8x8 5x12 3x12 2-9-6 2-9-6 5-1-4 2-3-14 10-0-0 4-10-12 10-6-0 0-6-0 15-4-12 4-10-12 20-6-0 5-1-4 2-9-6 2-9-6 5-1-4 2-3-14 10-0-0 4-10-12 10-6-0 0-6-0 15-4-12 4-10-12 19-10-12 4-6-0 20-6-0 0-7-4 1-3-09-7-01-3-09-7-010.00 12 Plate Offsets (X,Y)-- [1:0-3-10,0-3-0], [1:Edge,0-3-0], [2:0-5-0,0-1-8], [3:0-2-1,0-6-0], [5:0-5-0,0-1-8], [6:0-3-10,0-3-0], [6:Edge,0-3-0], [9:0-3-8,0-4-0], [10:0-3-8,0-4-0] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.58 0.51 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.23 0.05 (loc) 10-12 10-12 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 312 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-10,5-9: 2x4 SPF-S Stud, 1-13,6-7: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-13, 5-7 REACTIONS.(lb/size)13=9842/0-5-8, 7=11130/0-5-8 Max Horz 13=-222(LC 3) Max Uplift 13=-165(LC 5), 7=-227(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3529/145, 2-3=-7951/249, 3-4=-5976/216, 4-5=-7947/249, 5-6=-3417/143, 1-13=-2361/119, 6-7=-2290/117 BOT CHORD 12-13=-176/7838, 10-12=-176/7838, 9-10=-86/5976, 8-9=-90/7735, 7-8=-90/7735 WEBS 2-12=-37/4265, 2-10=-2627/174, 3-10=-141/4917, 4-9=-140/4847, 5-9=-2479/173, 5-8=-36/4074, 2-13=-7533/96, 5-7=-7510/95 NOTES-(13-14) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=165, 7=227. 10) This truss is designed in accordance with the 2003 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. Continued on page 2 August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss TG02 Truss Type HIP GIRDER Qty 1 Ply 2 24 Copper Run Job Reference (optional) I38304674 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:31 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-SYE?GF0oLnrj3w98U5IBLbY3ARc085yRKWUHodyk0Jo NOTES-(13-14) 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1968 lb down and 31 lb up at 2-0-12, 1968 lb down and 31 lb up at 4-0-12, 1968 lb down and 31 lb up at 6-0-12, 1968 lb down and 31 lb up at 8-0-12, 1968 lb down and 31 lb up at 10-0-12, 1968 lb down and 31 lb up at 12-0-12, 1968 lb down and 31 lb up at 14-0-12, 1968 lb down and 31 lb up at 16-0-12, and 1968 lb down and 31 lb up at 18-0-12, and 1664 lb down and 68 lb up at 20-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 7-13=-20 Concentrated Loads (lb) Vert: 10=-1968(F) 7=-1664(F) 14=-1968(F) 15=-1968(F) 16=-1968(F) 17=-1968(F) 18=-1968(F) 19=-1968(F) 20=-1968(F) 21=-1968(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss V01 Truss Type GABLE Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304675 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-xlnNTb0R65zah4jK2opQtp5Knr?JtgUbZADrL3yk0Jn Scale: 1/4"=1' 1 2 3 4 5 9 8 7 63x6 4x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 17-9-9 17-9-9 8-10-12 8-10-12 17-9-9 8-10-12 0-0-47-5-00-0-410.00 12 Plate Offsets (X,Y)-- [1:0-5-6,Edge], [5:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.21 0.31 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-9-9. (lb) - Max Horz 1=-166(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-149(LC 6), 6=-149(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=382(LC 1), 9=486(LC 10), 6=486(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-307/195, 4-6=-307/195 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=149, 6=149. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss V02 Truss Type GABLE Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304676 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-PxLmgx13tO5RJEIWcWLfQ0dT?ENMc7HknqzOtVyk0Jm Scale = 1:38.6 1 2 3 4 5 8 7 69103x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 14-7-2 14-7-2 7-3-9 7-3-9 14-7-2 7-3-9 0-0-46-1-00-0-410.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.37 0.13 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-7-2. (lb) - Max Horz 1=-135(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-123(LC 6), 6=-123(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=394(LC 1), 8=355(LC 10), 6=355(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=123, 6=123. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss V03 Truss Type Valley Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304677 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-PxLmgx13tO5RJEIWcWLfQ0dSoEKLc8dknqzOtVyk0Jm Scale = 1:30.4 1 2 3 45x8 6x6 5x8 2x4 0-0-5 0-0-5 11-4-12 11-4-7 5-8-6 5-8-6 11-4-12 5-8-6 0-0-44-9-00-0-410.00 12 Plate Offsets (X,Y)-- [1:0-1-3,Edge], [2:Edge,0-2-8], [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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.45 0.33 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 28 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=212/11-4-2, 3=212/11-4-2, 4=426/11-4-2 Max Horz 1=104(LC 5) Max Uplift 1=-14(LC 6), 3=-20(LC 7), 4=-2(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss V04 Truss Type Valley Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304678 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-t7v8uH2heiDHwOtj9DsuyEAcyeg1Lcpt0UixPxyk0Jl Scale = 1:23.1 1 2 3 42x4 3x4 2x4 2x4 0-0-5 0-0-5 8-2-5 8-2-1 4-1-3 4-1-3 8-2-5 4-1-3 0-0-43-5-00-0-410.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.48 0.30 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=173/8-1-12, 3=173/8-1-12, 4=263/8-1-12 Max Horz 1=74(LC 5) Max Uplift 1=-25(LC 7), 3=-31(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss V05 Truss Type Valley Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304679 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-LJTW5d3JP0L8YYSvjxN7VRjsi23L43X1F8SVxOyk0Jk Scale = 1:13.1 1 2 3 4 2x4 3x4 2x4 2x4 4-11-15 4-11-15 2-6-0 2-6-0 4-11-15 2-6-0 0-0-42-1-00-0-410.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.16 0.10 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-15 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=100/4-11-15, 3=100/4-11-15, 4=153/4-11-15 Max Horz 1=-43(LC 4) Max Uplift 1=-15(LC 7), 3=-18(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss V08 Truss Type Valley Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304680 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-pW1uJz3xAJT?Ah15HeuM2fF?HSOzpTSAUoB2Uqyk0Jj Scale = 1:41.0 1 2 3 4 5 9 8 7 610113x6 4x6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 14-4-1 14-4-1 7-9-1 7-9-1 11-10-4 4-1-3 14-4-1 2-5-13 0-0-43-0-96-5-93-0-910.00 12 Plate Offsets (X,Y)-- [3:0-3-13,0-2-0], [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.30 0.14 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 6-7. REACTIONS.All bearings 14-3-12. (lb) - Max Horz 1=178(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 7 except 9=-129(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=492(LC 1), 9=387(LC 10), 7=327(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-252/166 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 7 except (jt=lb) 9=129. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss V09 Truss Type GABLE Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304681 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-lu9fke5BhxkjP?BUO3wq74LJXF5DHOPTx6g9Yjyk0Jh Scale = 1:32.5 1 2 3 4 5 6 10 9 8 73x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-8-14 12-8-14 6-1-14 6-1-14 8-7-14 2-6-0 12-8-14 4-1-0 0-0-43-0-95-1-93-0-910.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.45 0.09 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-8-14. (lb) - Max Horz 1=147(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 8 except 10=-112(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 9=319(LC 1), 10=295(LC 10), 8=328(LC 11) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 8 except (jt=lb) 10=112. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss V10 Truss Type Valley Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304682 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-lu9fke5BhxkjP?BUO3wq74LKVF3dHPJTx6g9Yjyk0Jh Scale: 1/2"=1' 1 2 3 4 5 8 7 63x8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 11-1-11 11-1-11 4-6-11 4-6-11 5-5-8 0-10-13 11-1-11 5-8-3 0-0-43-0-93-9-93-0-910.00 12 Plate Offsets (X,Y)-- [1:0-5-13,Edge], [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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.38 0.19 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 11-1-6. (lb) - Max Horz 1=116(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 6, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=365(LC 1), 7=311(LC 11) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8, 7. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 26,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Copper_Run Truss V11 Truss Type Valley Qty 1 Ply 1 24 Copper Run Job Reference (optional) I38304683 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 26 09:45:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OK65gifGsgdcVAOgho_CLezP5iA-D5j1x_6qSEsa19mgymR3fHtPtfMJ0sZdAmQi49yk0Jg Scale = 1:19.0 1 2 3 4 6 5 4x6 3x6 2x4 2x4 2x4 2x4 9-6-8 9-6-8 3-7-14 3-7-14 9-6-8 5-10-10 0-0-43-0-910.00 12 Plate Offsets (X,Y)-- [1:0-1-6,Edge], [2:0-3-7,0-0-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.73 0.42 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=180/9-6-8, 5=115/9-6-8, 6=437/9-6-8 Max Horz 1=86(LC 5) Max Uplift 5=-33(LC 4), 6=-47(LC 5) Max Grav 1=180(LC 1), 5=126(LC 11), 6=437(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-313/130 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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) The Fabrication Tolerance at joint 2 = 8% 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 26,2019 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