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HomeMy WebLinkAboutI39501140.21_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). December 5,2019 Johnson, Andrew Pages or sheets covered by this seal: I39501140 thru I39501207 My license renewal date for the state of Indiana is July 31, 2020. 21_Copper_Run 21 Copper Run IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss GE01 Truss Type COMMON SUPPORTED GAB Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501140 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:36:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-pNVUHvoQWhF1oo_DS03FIo9CQuGQ9BBTdUkrSRyCHs_ Scale = 1:41.0 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 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x8 4x6 3x8 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 19-7-019-7-0 -0-11-0 0-11-0 9-9-8 9-9-8 19-7-0 9-9-8 20-6-0 0-11-0 0-9-35-7-150-9-36.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.09 0.03 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 17 17 18 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 208 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 19-7-0. (lb) - Max Horz 33=-59(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 33, 18, 26, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19 Max Grav All reactions 250 lb or less at joint(s) 33, 18, 25, 26, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19 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) 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) 33, 18, 26, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19. 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.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss GE02 Truss Type MONOPITCH SUPPORTED Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501141 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:36:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-IZ3sVEo2H?NuPyZP0jaUr0iNBHb1uewds8UO_tyCHrz Scale = 1:15.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 9 8 7 6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 -0-11-0 0-11-0 5-11-8 5-11-8 0-7-82-4-63.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.09 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: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 *Except* 5-6: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-11-8. (lb) - Max Horz 9=71(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-(9-10) 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 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) 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) 9, 6, 7, 8. 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.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss GE03 Truss Type MONOPITCH SUPPORTED Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501142 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:36:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-IZ3sVEo2H?NuPyZP0jaUr0iNBHcoueMds8UO_tyCHrz Scale = 1:8.9 Sheet Back Full Sheathing1 Ply 7/16OSB8 1 2 3 5 4 3x6 2x4 2x4 -0-11-0 0-11-0 2-0-0 2-0-0 0-7-81-2-83.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.09 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 *Except* 3-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=159/2-0-0, 4=43/2-0-0 Max Horz 5=33(LC 5) Max Uplift 5=-50(LC 4), 4=-4(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 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 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) 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, 4. 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.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss GE04 Truss Type GABLE Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501143 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:36:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-mmdEiapg2IWl167caR5jNDFYThxHd4Fm5oDyWKyCHry Scale = 1:17.9 Sheet FrontFull Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 2x4 2x4 2x4 2x4 2x4 3-6-15 3-6-15 2-11-1210.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.12 0.07 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: 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 3-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=64/3-6-15, 4=26/3-6-15, 5=165/3-6-15 Max Horz 1=80(LC 5) Max Uplift 1=-4(LC 4), 4=-16(LC 5), 5=-58(LC 6) Max Grav 1=64(LC 1), 4=30(LC 4), 5=165(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 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) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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, 4, 5. 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.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss GE05 Truss Type Valley Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501144 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:36:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-EyBcwwqIpcecfGio88cywRnkJ5I4MXsvKSzV2myCHrx Scale = 1:9.4 Sheet BackFull Sheathing 1 Ply 7/16OSB8 1 2 3 2x4 2x4 2x4 1-6-15 1-6-15 1-3-1210.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.05 0.03 0.00 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: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=47/1-6-15, 3=47/1-6-15 Max Horz 1=30(LC 5) Max Uplift 3=-10(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 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) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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) 3. 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.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss J01 Truss Type JACK-CLOSED Qty 29 Ply 1 21 Copper Run Job Reference (optional) I39501145 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:36:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-EyBcwwqIpcecfGio88cywRnh15HgMXsvKSzV2myCHrx Scale = 1:24.7 1 2 3 5 4 2x4 3x4 3x4 2x4 -0-11-0 0-11-0 3-10-8 3-10-8 1-1-34-3-154-0-70-3-84-3-1510.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.20 0.12 0.00 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: 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 3-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=217/0-3-8, 4=134/0-1-8 Max Horz 5=127(LC 5) Max Uplift 5=-15(LC 6), 4=-53(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 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) 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.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss J01A Truss Type JACK-CLOSED Qty 4 Ply 1 21 Copper Run Job Reference (optional) I39501146 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:36:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-i8l?7GrwZwmTGQH_hs8BTeKtHVdw5_63Y6i2aCyCHrw Scale = 1:24.7 1 2 3 4 8 7 6 5 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2-3-82-3-8 3-10-81-7-0 -0-11-0 0-11-0 2-3-8 2-3-8 3-10-8 1-7-0 1-1-34-3-153-4-70-11-83-7-150-8-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 6 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x3 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=217/0-3-8, 5=134/0-1-8 Max Horz 8=119(LC 5) Max Uplift 8=-14(LC 6), 5=-52(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5. 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.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss J01B Truss Type HALF HIP Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501147 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:36:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-i8l?7GrwZwmTGQH_hs8BTeKtMVdy5_63Y6i2aCyCHrw Scale = 1:22.1 1 2 3 4 5 9 8 7 6 3x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 0-1-132-3-8 2-3-8 3-10-8 1-7-0 -0-11-0 0-11-0 2-3-8 2-3-8 3-3-0 0-11-8 3-10-8 0-7-8 1-1-33-7-143-9-112-8-60-11-82-11-140-8-03-7-1410.00 12 Plate Offsets (X,Y)-- [4:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.16 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 7 8 6 l/defl >999 >999 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 *Except* 3-8: 2x3 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=217/0-3-8, 6=134/0-1-8 Max Horz 9=103(LC 5) Max Uplift 9=-22(LC 6), 6=-42(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 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.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss J01C Truss Type HALF HIP Qty 3 Ply 1 21 Copper Run Job Reference (optional) I39501148 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:36:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-ALINLcsYKDuKuZsBFZfQ?st2zvyjqRLCnmSc7fyCHrv Scale = 1:22.1 1 2 3 4 6 5 3x4 2x4 2x4 3x4 2x4 0-1-131-11-4 1-11-4 3-10-8 1-11-4 -0-11-0 0-11-0 3-3-0 3-3-0 3-10-8 0-7-8 1-1-33-7-143-9-113-4-60-3-83-7-1410.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=217/0-3-8, 5=134/0-1-8 Max Horz 6=111(LC 5) Max Uplift 6=-23(LC 6), 5=-43(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 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.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss J02 Truss Type JACK-OPEN Qty 4 Ply 1 21 Copper Run Job Reference (optional) I39501149 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:36:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-ALINLcsYKDuKuZsBFZfQ?st2Qvz5qRLCnmSc7fyCHrv Scale = 1:15.4 1 2 5 3 4 2x4 2x4 2-3-122-3-12 -0-11-0 0-11-0 2-3-12 2-3-12 0-11-32-5-112-0-82-5-118.00 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.14 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 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 2-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=164/0-3-8, 3=49/Mechanical, 4=19/Mechanical Max Horz 5=85(LC 6) Max Uplift 5=-13(LC 6), 3=-34(LC 6), 4=-1(LC 6) Max Grav 5=164(LC 1), 3=49(LC 1), 4=39(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss J03 Truss Type JACK-OPEN Qty 2 Ply 1 21 Copper Run Job Reference (optional) I39501150 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:36:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-eXslYysA5X0AWjRNpHAfY3PCvIJJZubM0QC9f5yCHru Scale = 1:15.3 1 2 5 3 4 2x4 3x4 2-7-62-7-6 -1-5-10 1-5-10 2-7-6 2-7-6 1-1-32-5-82-0-132-5-86.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.22 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 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 2-7-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=226/0-4-11, 3=46/Mechanical, 4=18/Mechanical Max Horz 5=88(LC 6) Max Uplift 5=-42(LC 6), 3=-27(LC 6) Max Grav 5=226(LC 1), 3=46(LC 1), 4=43(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss J04 Truss Type JACK-OPEN Qty 2 Ply 1 21 Copper Run Job Reference (optional) I39501151 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:36:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-6jQ7lItpsr817t0ZN_hu4HyNfifYILrVE4xjBXyCHrt Scale = 1:15.3 1 2 5 3 4 2x4 3x4 2-7-62-6-14 -1-5-10 1-5-10 2-7-6 2-7-6 1-1-32-5-82-0-132-5-86.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.22 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 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 2-7-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=226/0-4-11, 3=46/Mechanical, 4=18/Mechanical Max Horz 5=88(LC 6) Max Uplift 5=-42(LC 6), 3=-27(LC 6) Max Grav 5=226(LC 1), 3=46(LC 1), 4=43(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss J05 Truss Type JACK-OPEN Qty 2 Ply 1 21 Copper Run Job Reference (optional) I39501152 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:36:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-6jQ7lItpsr817t0ZN_hu4HyO8ieGILrVE4xjBXyCHrt Scale: 3/4"=1' 1 2 5 3 42x4 3x4 1-9-01-9-0 -0-11-0 0-11-0 1-9-0 1-9-0 1-1-32-6-112-0-142-6-1110.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.19 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 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 1-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=149/0-3-8, 3=30/Mechanical, 4=12/Mechanical Max Horz 5=93(LC 6) Max Uplift 3=-36(LC 6), 4=-13(LC 6) Max Grav 5=149(LC 1), 3=30(LC 1), 4=29(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss J05A Truss Type JACK-OPEN Qty 3 Ply 1 21 Copper Run Job Reference (optional) I39501153 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:36:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-bw_VzeuRd8Gul1bmwiC7dUUav6?m1o5fTkhGkzyCHrs Scale: 3/4"=1' 1 4 2 32x4 2x4 1-9-01-9-0 1-9-0 1-9-0 1-1-32-6-112-0-142-6-1110.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.13 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4 4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 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 1-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=64/0-3-8, 2=45/Mechanical, 3=18/Mechanical Max Horz 4=55(LC 6) Max Uplift 2=-41(LC 6), 3=-8(LC 6) Max Grav 4=64(LC 1), 2=45(LC 1), 3=31(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss J06 Truss Type JACK-OPEN Qty 2 Ply 1 21 Copper Run Job Reference (optional) I39501154 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:36:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-bw_VzeuRd8Gul1bmwiC7dUUYZ6_g1o5fTkhGkzyCHrs Scale = 1:15.6 1 2 5 3 4 2x4 3x4 2-4-152-4-15 -1-3-9 1-3-9 2-4-15 2-4-15 1-1-32-6-40-4-152-1-52-6-47.07 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=203/0-7-0, 3=43/Mechanical, 4=17/Mechanical Max Horz 5=90(LC 6) Max Uplift 5=-30(LC 6), 3=-30(LC 6), 4=-1(LC 6) Max Grav 5=203(LC 1), 3=43(LC 1), 4=40(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss J07 Truss Type HALF HIP GIRDER Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501155 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:36:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-36YuA_v3OSOlNBAyUPjMAi1k7WKDmFAoiOQpGQyCHrr Scale = 1:16.3 1 2 3 4 7 6 5 4x6 2x4 2x4 2x4 3x4 2x4 0-1-21-10-12 1-10-12 3-10-8 1-11-12 -0-11-0 0-11-0 1-10-12 1-10-12 3-10-8 1-11-12 1-1-32-7-02-8-22-3-80-3-82-7-010.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-1] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.16 0.11 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=215/0-3-8, 5=132/0-1-8 Max Horz 7=79(LC 4) Max Uplift 7=-57(LC 5), 5=-56(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 lb down and 55 lb up at 1-10-12 on top chord, and 6 lb down and 21 lb up at 1-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=3(B) December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss J08 Truss Type HALF HIP GIRDER Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501156 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:36:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-XI6GOJvh9mWc_Ll826EbivavtwgSViQxx2ANosyCHrq Scale = 1:16.3 1 2 3 4 7 6 5 4x6 2x4 2x4 2x4 3x4 2x4 0-1-21-10-12 1-10-12 3-10-8 1-11-12 -0-11-0 0-11-0 1-10-12 1-10-12 3-10-8 1-11-12 1-1-32-7-02-8-22-3-80-3-82-7-010.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-1] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.16 0.11 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=215/0-3-8, 5=132/0-1-8 Max Horz 7=79(LC 4) Max Uplift 7=-57(LC 5), 5=-56(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 lb down and 55 lb up at 1-10-12 on top chord, and 6 lb down and 21 lb up at 1-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=3(F) December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss J09 Truss Type JACK-OPEN Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501157 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:36:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-XI6GOJvh9mWc_Ll826EbivauLwguVibxx2ANosyCHrq Scale = 1:16.5 1 2 5 3 42x4 3x4 1-10-121-10-12 -0-11-0 0-11-0 1-10-12 1-10-12 1-1-32-8-22-2-52-8-210.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.19 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 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 1-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=153/0-3-8, 3=36/Mechanical, 4=14/Mechanical Max Horz 5=97(LC 6) Max Uplift 3=-39(LC 6), 4=-12(LC 6) Max Grav 5=153(LC 1), 3=36(LC 1), 4=32(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss J10 Truss Type JACK-OPEN Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501158 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:36:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-?VgebfwJw3eTcUKKcqmqF7635J?7E9r59ivwKIyCHrp Scale = 1:16.5 1 2 5 3 42x4 3x4 1-10-121-10-12 -0-11-0 0-11-0 1-10-12 1-10-12 1-1-32-8-22-2-52-8-210.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.19 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 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 1-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=153/0-3-8, 3=36/Mechanical, 4=14/Mechanical Max Horz 5=97(LC 6) Max Uplift 3=-39(LC 6), 4=-12(LC 6) Max Grav 5=153(LC 1), 3=36(LC 1), 4=32(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss J11 Truss Type JACK-OPEN Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501159 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:36:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-?VgebfwJw3eTcUKKcqmqF763nJ?FE9r59ivwKIyCHrp Scale = 1:16.4 1 2 5 3 4 2x4 3x4 2-8-32-8-3 -1-3-9 1-3-9 2-8-3 2-8-3 1-1-32-8-27.07 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 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 2-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=211/0-4-9, 3=53/Mechanical, 4=21/Mechanical Max Horz 5=95(LC 6) Max Uplift 5=-29(LC 6), 3=-34(LC 6) Max Grav 5=211(LC 1), 3=53(LC 1), 4=45(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss J12 Truss Type JACK-OPEN Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501160 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:36:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-ThE0p?xxhNmKEeuX9XH3nKfDWjLUzc4EOLfUtlyCHro Scale = 1:16.4 1 2 5 3 4 2x4 3x4 2-8-32-8-3 -1-3-9 1-3-9 2-8-3 2-8-3 1-1-32-8-27.07 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 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 2-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=211/0-4-9, 3=53/Mechanical, 4=21/Mechanical Max Horz 5=95(LC 6) Max Uplift 5=-29(LC 6), 3=-34(LC 6) Max Grav 5=211(LC 1), 3=53(LC 1), 4=45(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss J13 Truss Type JACK-OPEN Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501161 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:36:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-ThE0p?xxhNmKEeuX9XH3nKfDAjL6zchEOLfUtlyCHro Scale = 1:20.4 1 2 3 5 4 2x4 3x4 2x4 2x4 2-10-02-10-0 -0-11-0 0-11-0 2-10-0 2-10-0 1-1-33-5-80-3-810.00 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.24 0.10 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=179/0-5-8, 4=88/0-1-8 Max Horz 5=117(LC 6) Max Uplift 4=-61(LC 6) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 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.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss J14 Truss Type HALF HIP GIRDER Qty 2 Ply 1 21 Copper Run Job Reference (optional) I39501162 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-xtnO0LyZShuBroTjjFoIKYCPB7i4i37Od?O1PByCHrn Scale = 1:16.9 1 2 3 4 7 6 5 4x6 2x4 2x4 2x4 3x4 2x4 2-0-02-0-0 2-10-00-10-0 -0-11-0 0-11-0 2-0-0 2-0-0 2-10-0 0-10-0 1-1-32-9-32-5-110-3-82-9-310.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.16 0.05 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=179/0-5-8, 5=90/0-1-8 Max Horz 7=85(LC 10) Max Uplift 7=-30(LC 5), 5=-55(LC 4) 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 38 lb up at 2-0-0 on top chord, and 6 lb down at 2-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-2(B) December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss J15 Truss Type JACK-OPEN Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501163 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-xtnO0LyZShuBroTjjFoIKYCOG7hfi3KOd?O1PByCHrn Scale = 1:16.9 1 2 5 3 4 2x4 3x4 2-9-152-9-15 -1-3-9 1-3-9 2-9-15 2-9-15 1-1-32-9-30-4-152-4-42-9-37.07 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 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 2-9-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=215/0-7-6, 3=58/Mechanical, 4=23/Mechanical Max Horz 5=98(LC 6) Max Uplift 5=-28(LC 6), 3=-36(LC 6) Max Grav 5=215(LC 1), 3=58(LC 1), 4=48(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss J16 Truss Type JACK-OPEN Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501164 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-P4LnDhzCD_02Ty2vHyJYslkZ0X1uRWaXrf8axdyCHrm Scale = 1:16.9 1 2 5 3 4 2x4 3x4 2-9-152-9-15 -1-3-9 1-3-9 2-9-15 2-9-15 1-1-32-9-30-4-152-4-42-9-37.07 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 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 2-9-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=215/0-7-6, 3=58/Mechanical, 4=23/Mechanical Max Horz 5=98(LC 6) Max Uplift 5=-28(LC 6), 3=-36(LC 6) Max Grav 5=215(LC 1), 3=58(LC 1), 4=48(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss M01 Truss Type MONOPITCH Qty 5 Ply 1 21 Copper Run Job Reference (optional) I39501165 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-tGv9R1zq_I8v56d6rgqnPzHhhxKgAzqg4Jt8T3yCHrl Scale = 1:14.0 1 2 3 4 2x4 3x6 2x4 5-11-85-11-8 -0-11-0 0-11-0 5-11-8 5-11-8 0-6-32-0-11-8-90-3-82-0-13.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.41 0.30 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.10 -0.14 0.02 (loc) 4-7 4-7 2 l/defl >706 >504 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, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)2=292/0-5-8, 4=228/0-1-8 Max Horz 2=55(LC 4) Max Uplift 2=-92(LC 4), 4=-74(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 exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 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) 2, 4. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss T01 Truss Type COMMON Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501166 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-tGv9R1zq_I8v56d6rgqnPzHkSxEEAwBg4Jt8T3yCHrl Scale = 1:37.5 1 2 3 4 5 6 7 8 9 11 10 6x8 4x6 3x6 4x6 2x4 3x8 2x4 6x8 4x6 9-9-89-9-8 19-7-09-9-8 -0-11-0 0-11-0 5-0-11 5-0-11 9-9-8 4-8-14 14-6-6 4-8-13 19-7-0 5-0-10 20-6-0 0-11-0 0-9-35-7-150-9-36.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-0-6], [8:0-4-8,0-0-6] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.23 0.65 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.28 0.03 (loc) 10-14 10-14 8 l/defl >999 >841 n/a L/d 240 180 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)2=838/0-5-8, 8=838/0-5-8 Max Horz 2=-58(LC 7) Max Uplift 2=-67(LC 6), 8=-67(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1153/198, 4-5=-906/156, 5-6=-906/156, 6-8=-1153/198 BOT CHORD 2-10=-88/984, 8-10=-88/984 WEBS 5-10=-13/510, 6-10=-297/127, 4-10=-297/127 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) 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) 2, 8. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss T02 Truss Type MONOPITCH Qty 9 Ply 1 21 Copper Run Job Reference (optional) I39501167 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-MSTXeN_SlcGmiGCIONL0yAqs3KimvQ4qJzdh0WyCHrk Scale = 1:16.4 1 2 3 5 4 3x4 3x6 3x6 5-11-85-11-8 -0-11-0 0-11-0 5-11-8 5-11-8 0-7-82-4-62-0-140-3-82-4-63.50 12 Plate Offsets (X,Y)-- [4:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.44 0.18 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.09 0.00 (loc) 4-5 4-5 4 l/defl >999 >718 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=299/0-3-8, 4=216/0-1-8 Max Horz 5=71(LC 6) Max Uplift 5=-47(LC 4), 4=-27(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-257/141 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 exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 4) 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) 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.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss T03 Truss Type COMMON Qty 2 Ply 1 21 Copper Run Job Reference (optional) I39501168 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-qe1vsj?4WvPdKPnUy4tFUOM3Lk28etTzYdMFYyyCHrj Scale = 1:30.1 1 2 3 6 5 4 2x4 2x4 3x8 4x6 3x6 3x6 4-0-124-0-12 8-1-84-0-12 4-0-12 4-0-12 8-1-8 4-0-12 1-1-34-5-131-1-310.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.27 0.17 0.06 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, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)6=313/0-5-8, 4=313/0-5-8 Max Horz 6=106(LC 5) Max Uplift 6=-9(LC 7), 4=-9(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-264/43, 2-3=-264/43, 1-6=-283/51, 3-4=-283/51 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss T04 Truss Type HIP Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501169 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-qe1vsj?4WvPdKPnUy4tFUOM_vkzAerazYdMFYyyCHrj Scale = 1:36.7 1 2 3 4 5 6 11 10 9 8 7 4x8 5x8 2x4 3x6 3x4 3x8 5x6 3x4 5x6 0-1-155-10-8 5-10-8 14-0-8 8-2-0 19-11-0 5-10-8 -0-11-0 0-11-0 5-10-8 5-10-8 14-0-8 8-2-0 19-11-0 5-10-8 20-10-0 0-11-0 1-1-35-10-05-11-151-1-35-10-010.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-4-0,0-1-4], [4:0-5-4,0-2-4], [5:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.62 0.49 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.25 0.01 (loc) 8-10 8-10 7 l/defl >999 >928 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-11-9 max.): 3-4. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-8 REACTIONS.(lb/size)11=849/0-3-8, 7=849/0-3-8 Max Horz 11=142(LC 5) Max Uplift 11=-47(LC 6), 7=-47(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-901/105, 3-4=-622/133, 4-5=-902/105, 2-11=-803/120, 5-7=-802/121 BOT CHORD 8-10=-84/620 WEBS 2-10=-104/513, 5-8=-111/511 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss T05 Truss Type HIP Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501170 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-IrbH330iGDXTyZMhWoOU1bvBc8JbNIl7mH6o4OyCHri Scale = 1:44.2 1 2 3 4 5 6 11 10 9 8 7 4x8 5x6 3x4 3x6 3x4 3x8 5x12 3x4 5x12 0-1-157-10-8 7-10-8 12-0-8 4-2-0 19-11-0 7-10-8 -0-11-0 0-11-0 7-10-8 7-10-8 12-0-8 4-2-0 19-11-0 7-10-8 20-10-0 0-11-0 1-1-37-6-07-7-151-1-37-6-010.00 12 Plate Offsets (X,Y)-- [2:0-5-1,0-2-8], [3:0-4-0,0-1-4], [4:0-3-0,0-2-1], [5:0-5-1,0-2-8] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.50 0.42 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.20 0.02 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,5-7: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-8 REACTIONS.(lb/size)11=847/0-3-8, 7=847/0-3-8 Max Horz 11=182(LC 5) Max Uplift 11=-57(LC 6), 7=-57(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-840/113, 3-4=-522/148, 4-5=-840/113, 2-11=-770/139, 5-7=-769/140 BOT CHORD 10-11=-223/404, 8-10=-43/521, 7-8=-129/405 WEBS 2-10=-122/266, 5-8=-130/270 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss T06 Truss Type HIP Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501171 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-m19gHO0K1XfKajxt4VvjZpSFUYaw6g0G?xrLcryCHrh Scale = 1:57.6 1 2 3 4 5 6 7 11 10 9 8 4x6 3x6 3x8 3x4 3x4 3x4 4x8 4x8 3x4 9-11-89-11-8 19-11-09-11-8 -0-11-0 0-11-0 4-2-3 4-2-3 9-11-8 5-9-4 15-8-13 5-9-5 19-11-0 4-2-4 20-10-0 0-11-0 1-1-39-3-151-1-310.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.94 0.73 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.41 0.02 (loc) 8-9 8-9 8 l/defl >999 >569 n/a L/d 240 180 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 2x3 SPF No.2 *Except* 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)11=849/0-3-8, 8=849/0-3-8 Max Horz 11=-222(LC 4) Max Uplift 11=-59(LC 6), 8=-59(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-351/35, 3-4=-707/133, 4-5=-707/133, 5-6=-351/35, 2-11=-310/71, 6-8=-310/71 BOT CHORD 9-11=-75/594, 8-9=0/594 WEBS 4-9=-40/484, 3-11=-617/91, 5-8=-617/91 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) 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) 11, 8. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss T07 Truss Type COMMON Qty 2 Ply 1 21 Copper Run Job Reference (optional) I39501172 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-m19gHO0K1XfKajxt4VvjZpSFUYaw6g0G?xrLcryCHrh Scale = 1:57.8 1 2 3 4 5 6 7 11 10 9 8 4x6 3x6 3x8 3x4 3x4 3x4 4x8 4x8 3x4 9-11-89-11-8 19-11-09-11-8 -0-11-0 0-11-0 4-2-4 4-2-4 9-11-8 5-9-4 15-8-12 5-9-4 19-11-0 4-2-4 20-10-0 0-11-0 1-1-39-4-121-1-310.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.94 0.73 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.41 0.02 (loc) 8-9 8-9 8 l/defl >999 >569 n/a L/d 240 180 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 2x3 SPF No.2 *Except* 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)11=849/0-3-8, 8=849/0-3-8 Max Horz 11=-223(LC 4) Max Uplift 11=-58(LC 6), 8=-58(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-351/35, 3-4=-707/133, 4-5=-707/133, 5-6=-351/35, 2-11=-310/71, 6-8=-310/71 BOT CHORD 9-11=-75/594, 8-9=0/594 WEBS 4-9=-41/486, 3-11=-616/92, 5-8=-616/92 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) 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) 11, 8. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss T08 Truss Type COMMON Qty 3 Ply 1 21 Copper Run Job Reference (optional) I39501173 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-EDi2Uk1yoqnBBtW3dDQy60_QEyw9r6EQEbbv9HyCHrg Scale = 1:57.8 1 2 3 4 5 6 10 9 8 7 4x6 3x4 3x6 3x8 3x4 3x4 3x4 4x8 4x8 9-11-89-11-8 19-11-09-11-8 -0-11-0 0-11-0 4-2-4 4-2-4 9-11-8 5-9-4 15-8-12 5-9-4 19-11-0 4-2-4 1-1-39-4-121-1-310.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.94 0.73 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.41 0.02 (loc) 8-10 8-10 7 l/defl >999 >569 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, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)10=850/0-3-8, 7=783/0-3-8 Max Horz 10=234(LC 5) Max Uplift 10=-58(LC 6), 7=-25(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-351/35, 3-4=-709/133, 4-5=-710/133, 5-6=-351/19, 2-10=-310/71 BOT CHORD 8-10=-86/596, 7-8=-16/602 WEBS 4-8=-41/487, 3-10=-619/91, 5-7=-613/108 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) 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) 10, 7. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss T09 Truss Type COMMON Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501174 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-EDi2Uk1yoqnBBtW3dDQy60_QwywZr6MQEbbv9HyCHrg Scale = 1:57.8 1 2 3 4 5 6 10 9 8 7 4x6 2x4 3x6 3x4 3x8 3x4 4x8 3x4 4x8 9-11-89-11-8 19-6-09-6-8 -0-11-0 0-11-0 4-2-4 4-2-4 9-11-8 5-9-4 15-8-12 5-9-4 19-6-0 3-9-4 1-1-39-4-121-5-610.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.96 0.70 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.43 0.02 (loc) 8-10 8-10 7 l/defl >999 >538 n/a L/d 240 180 n/a PLATES MT20 Weight: 82 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* 6-7,2-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)7=767/Mechanical, 10=834/0-3-8 Max Horz 10=238(LC 5) Max Uplift 7=-23(LC 7), 10=-58(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-355/33, 3-4=-685/132, 4-5=-685/132, 2-10=-310/70 BOT CHORD 8-10=-93/580, 7-8=-10/541 WEBS 4-8=-39/462, 5-7=-674/96, 3-10=-595/92 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) 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) 7, 10. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss T11 Truss Type HIP Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501175 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-iQGQh42bZ8v2p14FBwxBfEXccLGBaWdZTFKShjyCHrf Scale = 1:66.6 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 5x8 3x6 3x4 2x4 4x6 6x10 2x4 3x8 3x6 3x4 3x4 5x12 5x8 2x4 8x10 4x6 4x8 4x10 0-1-152-3-8 2-3-8 7-7-2 5-3-10 13-4-8 5-9-6 20-10-14 7-6-6 28-3-14 7-5-0 35-11-0 7-7-2 -0-11-0 0-11-0 2-3-8 2-3-8 7-7-2 5-3-10 13-4-8 5-9-6 20-10-14 7-6-6 28-3-14 7-5-0 35-11-0 7-7-2 36-10-0 0-11-0 0-11-35-10-05-11-150-11-30-8-05-10-08.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [4:0-4-0,0-1-9], [8:0-4-0,0-1-9] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.90 0.74 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.43 0.20 (loc) 12-14 14-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 143 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 3-19,5-15: 2x3 SPF No.2, 10-13: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-20: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-3-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)20=1495/0-3-8, 10=1486/0-3-8 Max Horz 20=131(LC 5) Max Uplift 20=-78(LC 5), 10=-77(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2307/205, 3-4=-2177/218, 4-5=-2482/296, 5-7=-2469/296, 7-8=-2312/285, 8-10=-1966/209, 2-20=-1453/157 BOT CHORD 17-18=-262/1954, 16-17=-206/1748, 5-16=-429/175, 14-15=-9/335, 12-14=-66/1550, 10-12=-64/1552 WEBS 4-17=0/319, 4-16=-216/1013, 14-16=-231/1993, 7-14=-636/247, 8-14=-225/1035, 8-12=0/256, 2-18=-172/1779 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 10. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss T12 Truss Type HIP Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501176 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-AcqovQ3DKS1vRBfSleSQBR4pGlYjJxkihv4?D9yCHre Scale = 1:65.2 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 5x8 5x8 3x4 2x4 6x10 6x10 2x4 3x8 3x6 3x4 3x4 4x10 3x4 2x4 8x10 4x6 4x8 5x12 0-1-152-3-8 2-3-8 10-1-2 7-9-10 13-4-8 3-3-6 19-7-3 6-2-11 25-9-14 6-2-11 35-11-0 10-1-2 -0-11-0 0-11-0 2-3-8 2-3-8 10-1-2 7-9-10 13-4-8 3-3-6 19-7-3 6-2-11 25-9-14 6-2-11 30-4-8 4-6-9 35-11-0 5-6-8 36-10-0 0-11-0 0-11-37-6-07-7-150-11-30-8-07-6-08.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [4:0-4-0,0-1-9], [7:0-4-0,0-1-9] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.71 0.98 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.41 0.18 (loc) 12-23 12-23 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 156 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-19,5-15: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-20: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-10-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-16 REACTIONS.(lb/size)20=1495/0-3-8, 10=1486/0-3-8 Max Horz 20=170(LC 5) Max Uplift 20=-62(LC 6), 10=-58(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2378/214, 3-4=-2051/211, 4-5=-1825/252, 5-6=-1824/252, 6-7=-1793/260, 7-8=-1779/223, 8-10=-1941/218, 2-20=-1448/140 BOT CHORD 17-18=-251/2111, 16-17=-140/1598, 5-16=-306/143, 14-15=0/299, 12-14=-12/1453, 10-12=-74/1530 WEBS 3-17=-524/216, 4-17=0/385, 4-16=-195/601, 14-16=-145/1517, 6-14=-493/212, 7-14=-166/601, 7-12=0/331, 2-18=-131/1905 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 10. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss T13 Truss Type HIP Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501177 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-eoOA6m4r5l9m2KEeJLzfkfczw9vL2QoswZpZlcyCHrd Scale = 1:68.9 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 3x6 5x6 5x6 3x6 2x4 2x4 3x4 6x16 10x10 3x6 3x8 3x4 5x12 3x8 3x6 2x4 6x10 4x6 4x8 5x8 2x4 0-1-152-3-8 2-3-8 13-4-8 11-1-0 17-11-8 4-7-0 23-3-14 5-4-6 29-1-0 5-9-2 35-11-0 6-10-0 -0-11-0 0-11-0 2-3-8 2-3-8 7-6-6 5-2-14 12-7-2 5-0-12 17-11-8 5-4-6 23-3-14 5-4-6 29-1-0 5-9-2 35-11-0 6-10-0 36-10-0 0-11-0 0-11-39-2-09-3-150-11-30-8-09-2-08.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [6:0-3-2,Edge], [8:0-3-1,Edge], [18:0-1-12,0-0-0], [19:0-2-12,0-2-8], [20:0-1-12,0-0-0] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.78 0.96 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.86 0.19 (loc) 21-22 21-22 12 l/defl >999 >502 n/a L/d 240 180 n/a PLATES MT20 Weight: 169 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-23: 2x3 SPF No.2, 18-20: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 *Except* 7-15: 2x4 SPF No.2, 2-24: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-8-7 max.): 6-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-15, 7-21 REACTIONS.(lb/size)24=1495/0-3-8, 12=1486/0-3-8 Max Horz 24=208(LC 5) Max Uplift 24=-74(LC 6), 12=-71(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2357/163, 3-4=-2512/221, 4-6=-1805/228, 6-7=-1429/221, 7-8=-1329/232, 8-10=-1677/237, 10-12=-1954/191, 2-24=-1476/136 BOT CHORD 21-22=-124/1690, 20-21=-43/1559, 19-20=-16/1229, 17-18=-27/330, 15-17=-27/344, 14-15=-44/1536, 12-14=-44/1536 WEBS 4-21=-357/169, 7-15=-532/149, 8-15=-28/538, 10-15=-296/141, 15-19=-16/1225, 6-21=-28/651, 4-22=-53/530, 2-22=-45/1869, 7-21=-350/162, 7-19=0/273 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 12. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss T14 Truss Type HIP Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501178 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-7?yZK64Ts3HdgUpqs3VuGs9B8ZGBnuR?9DZ6I2yCHrc Scale = 1:83.4 1 2 3 4 5 6 7 89 10 11 12 22 21 20 19 18 17 16 15 14 13 3x6 5x8 5x6 3x6 3x4 2x4 4x6 5x8 2x4 2x4 3x6 3x6 2x4 5x12 3x6 2x4 8x10 4x6 4x8 4x10 3x6 0-1-152-3-8 2-3-8 7-8-13 5-5-5 13-4-8 5-7-11 15-1-2 1-8-10 20-9-14 5-8-12 26-11-7 6-1-9 35-11-0 8-11-9 -0-11-0 0-11-0 2-3-8 2-3-8 7-8-13 5-5-5 15-1-2 7-4-5 20-9-14 5-8-12 26-11-7 6-1-9 35-11-0 8-11-9 36-10-0 0-11-0 0-11-310-10-010-11-150-11-30-8-010-10-08.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [6:0-4-0,0-1-9], [7:0-3-1,Edge], [18:0-2-8,0-2-8], [19:0-2-8,0-1-8] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.62 0.79 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.40 0.15 (loc) 18-19 18-19 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 172 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-21,17-23: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-16,6-15,7-15: 2x4 SPF No.2, 2-22: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 3-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-0-15 max.): 6-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-18, 6-15, 8-15 REACTIONS.(lb/size)22=1514/0-3-8, 11=1498/0-3-8 Max Horz 22=247(LC 5) Max Uplift 22=-73(LC 6), 11=-74(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2330/148, 3-4=-2190/167, 4-6=-1685/214, 6-7=-1211/228, 7-8=-1559/235, 8-11=-1932/178, 2-22=-1476/129 BOT CHORD 19-20=-160/1961, 18-19=-48/1760, 13-15=-7/1516, 11-13=-7/1516 WEBS 4-18=-568/154, 6-18=0/647, 6-15=-293/128, 7-15=-30/493, 8-15=-464/174, 8-13=0/282, 2-20=-91/1790, 15-18=0/1244, 4-19=0/357 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 11. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss T15 Truss Type HIP Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501179 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-bBWxXS55dNPUIeO1Qm07p4iHtzcBWGw9NtIgqUyCHrb Scale = 1:84.9 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 19 18 20 17 16 15 14 3x6 3x6 3x4 2x4 4x6 8x10 2x4 2x4 3x4 8x8 2x4 8x8 3x4 2x4 6x10 4x6 3x6 3x6 6x10 6x6 4x6 4x8 4x10 4x8 2-3-82-3-8 7-10-05-6-8 13-4-85-6-8 17-11-84-7-0 18-3-140-4-6 22-10-04-6-2 25-9-02-11-0 29-0-153-3-15 35-11-06-10-1 -0-11-0 0-11-0 2-3-8 2-3-8 7-10-0 5-6-8 13-4-8 5-6-8 17-7-2 4-2-10 17-11-8 0-4-6 18-3-14 0-4-6 25-9-0 7-5-2 29-0-15 3-3-15 35-11-0 6-10-1 36-10-0 0-11-0 0-11-312-7-150-11-33-0-00-8-00-8-08.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [14:0-2-8,0-3-0], [16:0-2-8,0-4-4], [17:0-3-8,0-4-0], [23:0-2-8,0-1-8] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.94 0.80 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -0.85 0.53 (loc) 17 17-20 12 l/defl >999 >507 n/a L/d 240 180 n/a PLATES MT20 Weight: 207 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-25,6-21,9-15: 2x3 SPF No.2, 16-20: 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 7-22,7-16,7-19: 2x4 SPF No.2, 2-26: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 3-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 6-22 WEBS 1 Row at midpt 7-20 JOINTS 1 Brace at Jt(s): 20 REACTIONS.(lb/size)26=1495/0-3-8, 12=1486/0-3-8 Max Horz 26=291(LC 5) Max Uplift 26=-94(LC 6), 12=-90(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2308/159, 3-4=-2143/176, 4-6=-1722/218, 6-7=-1658/316, 7-9=-3143/349, 9-10=-3004/200, 10-12=-1935/168, 2-26=-1456/131 BOT CHORD 23-24=-221/1958, 22-23=-93/1714, 6-22=-270/150, 16-17=0/1054, 9-16=-377/193, 12-14=-22/1523 WEBS 3-23=-271/134, 4-23=0/312, 4-22=-495/132, 19-22=0/981, 7-22=-186/838, 14-16=-14/2137, 10-16=0/1151, 10-14=-1403/63, 7-16=-145/2276, 2-24=-134/1785, 17-19=0/1092, 19-20=-629/14, 7-20=-410/39 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) 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) 26, 12. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss T16 Truss Type ROOF SPECIAL Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501180 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-3N4Jlo6jOgXLvozD_TXMMHEWxMy?FmOIcX2DMxyCHra Scale = 1:83.0 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 3x6 3x8 3x4 2x4 4x6 8x10 2x4 2x4 3x6 3x6 3x6 6x8 4x8 3x6 2x4 6x10 4x6 4x8 4x10 2-3-82-3-8 7-10-05-6-8 13-4-85-6-8 17-11-84-7-0 26-11-78-11-15 35-11-08-11-9 -0-11-0 0-11-0 2-3-8 2-3-8 7-10-0 5-6-8 13-4-8 5-6-8 17-11-8 4-7-0 26-11-7 8-11-15 35-11-0 8-11-9 36-10-0 0-11-0 0-11-312-10-140-11-30-8-08.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [11:0-6-12,0-0-4], [18:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.67 0.83 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.48 0.17 (loc) 13-15 13-15 11 l/defl >999 >900 n/a L/d 240 180 n/a PLATES MT20 Weight: 173 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-20,6-16: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-17,7-15,9-15: 2x4 SPF No.2, 2-21: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 3-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 6-17 WEBS 1 Row at midpt 9-15 REACTIONS.(lb/size)21=1495/0-3-8, 11=1486/0-3-8 Max Horz 21=293(LC 5) Max Uplift 21=-93(LC 6), 11=-89(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2308/159, 3-4=-2143/176, 4-6=-1722/218, 6-7=-1670/321, 7-9=-1415/235, 9-11=-1933/179, 2-21=-1456/131 BOT CHORD 18-19=-223/1957, 17-18=-94/1715, 6-17=-289/156, 13-15=-13/1525, 11-13=-13/1525 WEBS 3-18=-270/135, 4-18=0/311, 4-17=-497/132, 15-17=0/986, 7-17=-199/852, 7-15=-56/456, 9-15=-624/202, 9-13=0/347, 2-19=-135/1784 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) 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) 21, 11. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss T17 Truss Type COMMON Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501181 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-Xaehy77M9_fCXyYPYB2buVncimGv_JDSrBnmuNyCHrZ Scale = 1:80.2 12 3 4 5 6 7 8 9 1011 16 15 14 13 12 3x8 5x6 3x8 8x10 4x6 3x6 3x8 3x6 2x4 3x6 2x4 3x6 8x10 4x6 8-11-88-11-8 17-11-89-0-0 26-11-89-0-0 35-11-08-11-8 -0-11-0 0-11-0 8-11-8 8-11-8 17-11-8 9-0-0 26-11-8 9-0-0 35-11-0 8-11-8 36-10-0 0-11-0 0-11-312-10-140-11-38.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.98 0.91 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.44 0.13 (loc) 14-16 14-16 10 l/defl >999 >986 n/a L/d 240 180 n/a PLATES MT20 Weight: 153 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* 8-12,4-16: 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 3-0-0, Right 2x6 SPF No.2 3-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-14, 4-14 REACTIONS.(lb/size)2=1492/0-3-8, 10=1492/0-3-8 Max Horz 2=-280(LC 4) Max Uplift 2=-89(LC 6), 10=-89(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1742/181, 4-6=-1425/232, 6-8=-1425/232, 8-10=-1742/181 BOT CHORD 2-16=-91/1532, 14-16=-91/1532, 12-14=-14/1532, 10-12=-14/1532 WEBS 6-14=-90/893, 8-14=-626/207, 8-12=0/334, 4-14=-626/206, 4-16=0/334 NOTES-(6-7) 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) 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) 2, 10. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss T18 Truss Type COMMON Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501182 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-Xaehy77M9_fCXyYPYB2buVncjmHG_JASrBnmuNyCHrZ Scale = 1:78.5 1 2 3 4 5 6 7 8 9 14 13 12 11 10 3x6 5x6 3x6 8x10 4x6 3x6 3x8 3x6 2x4 3x6 2x4 8x10 4x6 3x6 8-11-88-11-8 17-11-89-0-0 26-11-89-0-0 35-11-08-11-8 8-11-8 8-11-8 17-11-8 9-0-0 26-11-8 9-0-0 35-11-0 8-11-8 0-11-312-10-140-11-38.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.98 0.89 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.43 0.13 (loc) 12-14 12-14 9 l/defl >999 >992 n/a L/d 240 180 n/a PLATES MT20 Weight: 150 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* 7-10,3-14: 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 3-0-0, Right 2x6 SPF No.2 3-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-12, 3-12 REACTIONS.(lb/size)1=1437/Mechanical, 9=1437/Mechanical Max Horz 1=-278(LC 4) Max Uplift 1=-61(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=-1747/182, 3-5=-1427/233, 5-7=-1427/233, 7-9=-1747/182 BOT CHORD 1-14=-102/1537, 12-14=-102/1537, 10-12=-42/1537, 9-10=-42/1537 WEBS 5-12=-90/897, 7-12=-629/207, 7-10=0/334, 3-12=-629/207, 3-14=0/334 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) 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) 1, 9. 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.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss T19 Truss Type ROOF SPECIAL Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501183 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-?mB3AT7_wIn3967c5uZqRiKmUAdbjhRb4rXKRpyCHrY Scale = 1:80.1 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x6 5x6 3x6 8x10 4x6 3x6 3x6 2x4 3x8 3x6 3x4 6x8 5x6 5x8 2x4 3x6 0-1-158-11-9 8-11-9 17-11-8 8-11-15 26-11-8 8-11-15 32-10-4 5-10-12 35-11-0 3-0-12 8-11-9 8-11-9 17-11-8 8-11-15 26-11-8 8-11-15 32-10-4 5-10-12 35-8-0 2-9-12 35-11-0 0-3-0 0-11-312-10-142-6-42-9-128.00 12 Plate Offsets (X,Y)-- [8:0-2-14,Edge], [11:0-2-8,0-2-8] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.98 0.89 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.43 0.10 (loc) 12-14 12-14 10 l/defl >999 >998 n/a L/d 240 180 n/a PLATES MT20 Weight: 157 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-14,5-14,7-14,9-10: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 3-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-7-11 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 7-14 REACTIONS.(lb/size)1=1431/Mechanical, 10=1431/Mechanical Max Horz 1=309(LC 5) Max Uplift 1=-60(LC 6), 10=-61(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1738/182, 3-5=-1417/233, 5-7=-1420/232, 7-8=-1882/185, 8-9=-1546/133, 9-10=-1391/112 BOT CHORD 1-16=-103/1529, 14-16=-103/1529, 12-14=-31/1522, 11-12=-64/1495 WEBS 3-16=0/334, 3-14=-631/207, 5-14=-87/892, 7-14=-618/195, 7-12=0/315, 8-11=-1207/132, 9-11=-128/1977 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss T20 Truss Type ROOF SPECIAL Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501184 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-TylSNp8chbvwmFiofc43zwsxEazpS3ckIVGtzGyCHrX Scale = 1:82.9 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 3x6 5x6 3x6 6x6 5x6 5x6 8x10 4x6 3x6 3x6 2x4 3x8 3x6 3x4 2x4 5x8 3x6 0-1-158-11-8 8-11-8 17-11-8 9-0-0 26-11-8 8-11-15 30-4-4 3-4-12 33-8-0 3-3-12 35-11-0 2-3-0 8-11-8 8-11-8 17-11-8 9-0-0 26-11-8 8-11-15 30-4-4 3-4-12 33-8-0 3-3-12 35-11-0 2-3-0 0-11-34-5-1212-10-142-9-34-5-128.00 12 10.00 12 Plate Offsets (X,Y)-- [8:0-2-15,Edge], [9:0-3-0,0-2-1] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.98 0.89 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.42 0.10 (loc) 13-15 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 161 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-15,5-15,7-15: 2x4 SPF No.2, 10-11: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 7-15 REACTIONS.(lb/size)1=1431/Mechanical, 11=1431/Mechanical Max Horz 1=310(LC 5) Max Uplift 1=-60(LC 6), 11=-61(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1738/182, 3-5=-1417/234, 5-7=-1419/232, 7-8=-1833/190, 8-9=-663/101, 9-10=-885/103, 10-11=-1424/98 BOT CHORD 1-17=-103/1530, 15-17=-103/1530, 13-15=-32/1521, 12-13=-55/1533 WEBS 3-17=0/334, 3-15=-631/207, 5-15=-88/891, 7-15=-618/193, 7-13=0/334, 8-12=-1388/105, 9-12=0/334, 10-12=-29/1074 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss T21 Truss Type ROOF SPECIAL Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501185 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-x9Jqa99ESv1nOPG_DJbIW7P6y_I1BZnuX90RViyCHrW Scale = 1:81.2 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 3x6 5x6 5x8 6x6 5x6 5x6 5x6 8x10 4x6 3x6 3x6 2x4 3x8 3x6 3x4 4x8 2x4 4x8 3x6 0-1-150-1-158-11-9 8-11-9 17-11-8 8-11-15 26-11-7 8-11-15 29-8-0 2-8-9 32-8-0 3-0-0 35-11-0 3-3-0 8-11-9 8-11-9 17-11-8 8-11-15 26-11-7 8-11-15 27-10-4 0-10-13 29-8-0 1-9-12 30-8-0 1-0-0 32-8-0 2-0-0 35-11-0 3-3-0 0-11-36-1-125-3-1212-10-142-9-36-1-128.00 12 10.00 12 Plate Offsets (X,Y)-- [7:0-4-0,0-1-14], [8:0-3-11,Edge], [9:0-3-0,0-2-0], [10:0-3-0,0-2-1] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.98 0.89 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.46 0.10 (loc) 15-17 15-17 12 l/defl >999 >924 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 *Except* 5-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-17,5-17,6-17: 2x4 SPF No.2, 11-12: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-0-10 max.): 7-8, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-17, 6-17 REACTIONS.(lb/size)1=1431/Mechanical, 12=1431/Mechanical Max Horz 1=310(LC 5) Max Uplift 1=-60(LC 6), 12=-61(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1738/184, 3-5=-1418/234, 5-6=-1421/234, 6-7=-1584/105, 7-8=-1256/173, 8-9=-1553/200, 9-10=-792/126, 10-11=-1082/127, 11-12=-1401/114 BOT CHORD 1-19=-103/1529, 17-19=-103/1529, 15-17=-37/1521, 14-15=-19/1490, 13-14=-23/1223 WEBS 3-19=0/332, 3-17=-629/207, 5-17=-90/895, 6-17=-619/198, 7-15=-133/266, 7-14=-846/21, 8-14=-78/728, 9-13=-1122/85, 10-13=-15/436, 11-13=-24/1034 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 12. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss T22 Truss Type ROOF SPECIAL Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501186 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-PLtCoVAsDD9d0ZrAn17X3LxHWNeCw3Y1mpl_28yCHrV Scale = 1:83.0 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 3x6 5x6 5x8 5x6 6x6 5x6 8x10 4x6 3x6 3x6 2x4 3x8 4x8 6x8 2x4 5x6 3x6 0-1-150-1-158-11-9 8-11-9 17-11-8 8-11-15 27-8-0 9-8-8 34-8-0 7-0-0 35-11-0 1-3-0 8-11-9 8-11-9 17-11-8 8-11-15 25-4-4 7-4-12 27-8-0 2-3-12 32-8-0 5-0-0 34-8-0 2-0-0 35-11-0 1-3-0 0-11-37-9-123-7-1212-10-142-9-37-9-128.00 12 10.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-1-14], [7:0-3-0,0-2-1], [8:0-2-5,Edge], [9:0-3-0,0-2-1] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 1.00 0.89 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.54 0.10 (loc) 13-15 13-15 11 l/defl >999 >792 n/a L/d 240 180 n/a PLATES MT20 Weight: 166 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-15,5-15,6-15: 2x4 SPF No.2, 10-11: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-11-14 max.): 6-7, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 6-15, 6-13 REACTIONS.(lb/size)1=1431/Mechanical, 11=1431/Mechanical Max Horz 1=310(LC 5) Max Uplift 1=-60(LC 6), 11=-61(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1738/185, 3-5=-1418/234, 5-6=-1382/237, 6-7=-1204/184, 7-8=-1675/181, 8-9=-422/64, 9-10=-560/75, 10-11=-1416/81 BOT CHORD 1-17=-104/1530, 15-17=-104/1530, 13-15=-8/1406, 12-13=-59/1198 WEBS 3-17=0/329, 3-15=-629/208, 5-15=-98/920, 6-15=-537/178, 6-13=-665/104, 7-13=-51/802, 9-12=-42/255, 10-12=-24/1134, 8-12=-1472/155 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss T23 Truss Type ROOF SPECIAL Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501187 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-uXRa?rAUzWHUdjQNKkembYUSon_qfaIB_TVXaayCHrU Scale = 1:80.6 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 3x8 5x6 5x8 6x6 5x12 2x4 4x8 8x10 4x6 3x6 3x6 2x4 3x8 4x8 3x6 0-1-150-1-158-11-9 8-11-9 17-11-8 8-11-15 24-6-3 6-6-10 26-11-15 2-5-12 34-8-0 7-8-1 35-11-0 1-3-0 8-11-9 8-11-9 17-11-8 8-11-15 24-6-3 6-6-10 26-11-15 2-5-12 34-8-0 7-8-1 35-11-0 1-3-0 0-11-38-4-81-11-1212-10-141-11-128-4-88.00 12 10.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-1-14], [7:0-3-11,Edge], [8:0-6-0,0-2-0] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.96 0.87 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.43 0.10 (loc) 10-11 13-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 161 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5,7-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 9-10: 2x4 SPF-S Stud, 3-13,5-13,6-13: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 3-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-9-15 max.): 6-7, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 6-13, 6-11 REACTIONS.(lb/size)10=1431/Mechanical, 1=1431/Mechanical Max Horz 1=298(LC 5) Max Uplift 10=-60(LC 7), 1=-60(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1935/184, 3-5=-1414/235, 5-6=-1362/243, 6-7=-1202/198, 7-8=-1717/167 BOT CHORD 1-15=-97/1528, 13-15=-97/1528, 11-13=0/1364, 10-11=-109/972 WEBS 3-15=0/338, 3-13=-629/205, 5-13=-110/935, 6-13=-532/171, 6-11=-548/69, 7-11=0/659, 8-11=-16/255, 8-10=-1727/288 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss T24 Truss Type ROOF SPECIAL Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501188 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-uXRa?rAUzWHUdjQNKkembYUTxnzCfSDB_TVXaayCHrU Scale = 1:80.6 1 2 3 4 5 6 7 8 14 13 12 11 10 9 3x6 5x6 5x12 5x6 6x6 8x10 4x6 3x6 3x6 2x4 3x8 4x8 3x4 3x8 8-11-98-11-9 17-11-88-11-15 28-11-1511-0-7 35-11-06-11-1 8-11-9 8-11-9 17-11-8 8-11-15 27-0-3 9-0-10 28-11-15 1-11-12 35-11-0 6-11-1 0-11-36-8-812-10-141-1-36-8-88.00 12 10.00 12 Plate Offsets (X,Y)-- [6:0-6-0,0-1-14], [7:0-3-0,0-2-1] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.95 0.91 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.84 0.09 (loc) 10-12 10-12 9 l/defl >999 >508 n/a L/d 240 180 n/a PLATES MT20 Weight: 157 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-12,5-12,6-12: 2x4 SPF No.2, 8-9: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-5-7 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 6-12 REACTIONS.(lb/size)1=1431/Mechanical, 9=1431/0-3-8 Max Horz 1=290(LC 5) Max Uplift 1=-61(LC 6), 9=-60(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1735/184, 3-5=-1422/232, 5-6=-1420/224, 6-7=-1255/171, 7-8=-1764/143, 8-9=-1381/122 BOT CHORD 1-14=-94/1527, 12-14=-94/1527, 10-12=-26/1492 WEBS 3-14=0/319, 3-12=-622/209, 5-12=-73/890, 6-12=-565/193, 6-10=-792/129, 7-10=-15/810, 8-10=0/1054 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss T25 Truss Type ROOF SPECIAL Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501189 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-Mj?yDBB6kqQLFt?ZuS9?8m1dBBKkO_bKD7E561yCHrT Scale = 1:80.6 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 3x6 5x6 3x6 5x8 5x6 4x6 8x10 4x6 3x6 3x6 2x4 3x8 3x6 4x8 3x4 3x4 3x6 0-1-158-11-9 8-11-9 17-11-8 8-11-15 26-11-7 8-11-15 29-6-3 2-6-12 30-11-15 1-5-12 35-11-0 4-11-1 8-11-9 8-11-9 17-11-8 8-11-15 26-11-7 8-11-15 29-6-3 2-6-12 30-11-15 1-5-12 35-11-0 4-11-1 0-11-35-0-812-10-141-1-35-0-88.00 12 10.00 12 Plate Offsets (X,Y)-- [8:0-4-0,0-1-14], [9:0-3-0,0-2-1], [10:0-3-0,0-1-8] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.98 0.89 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.45 0.10 (loc) 13-15 13-15 11 l/defl >999 >959 n/a L/d 240 180 n/a PLATES MT20 Weight: 161 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-15,5-15,7-15: 2x4 SPF No.2, 10-11: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-0-0 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 7-15 REACTIONS.(lb/size)1=1431/Mechanical, 11=1431/0-3-8 Max Horz 1=290(LC 5) Max Uplift 1=-61(LC 6), 11=-60(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1738/183, 3-5=-1417/234, 5-7=-1421/233, 7-8=-1783/183, 8-9=-1247/158, 9-10=-1708/147, 10-11=-1375/122 BOT CHORD 1-17=-94/1529, 15-17=-94/1529, 13-15=-27/1522, 12-13=-28/1519 WEBS 3-17=0/333, 3-15=-631/207, 5-15=-89/894, 7-15=-619/201, 8-12=-899/19, 9-12=0/707, 10-12=0/1136, 7-13=0/314 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss T26 Truss Type ROOF SPECIAL Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501190 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-qwZLQXClV8YCt1alS9gEgzZpPbgB7TBTSn_eeTyCHrS Scale = 1:86.4 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 3x6 5x10 MT18HS 3x6 6x6 5x6 4x6 8x10 4x6 3x6 3x6 2x4 3x8 3x6 3x4 4x8 2x4 3x6 0-1-158-11-9 8-11-9 17-7-12 8-8-3 17-11-8 0-3-12 18-3-4 0-3-12 26-11-8 8-8-4 32-0-2 5-0-10 32-11-15 0-11-12 35-11-0 2-11-1 8-11-9 8-11-9 17-7-12 8-8-3 17-11-8 0-3-12 18-3-4 0-3-12 26-11-8 8-8-4 32-0-2 5-0-10 32-11-15 0-11-12 35-11-0 2-11-1 0-11-33-4-812-8-61-1-33-4-88.00 12 10.00 12 Plate Offsets (X,Y)-- [8:0-2-15,Edge], [9:0-3-12,0-2-8] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.95 0.87 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.41 0.10 (loc) 13-15 13-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 157 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-15,7-15,5-15: 2x4 SPF No.2, 10-11: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-5-0 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 7-15 REACTIONS.(lb/size)1=1431/Mechanical, 11=1431/0-3-8 Max Horz 1=288(LC 5) Max Uplift 1=-61(LC 6), 11=-60(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1737/182, 3-5=-1420/232, 5-7=-1422/231, 7-8=-1860/188, 8-9=-1158/119, 9-10=-1565/121, 10-11=-1400/102 BOT CHORD 1-17=-93/1528, 15-17=-93/1528, 13-15=-23/1519, 12-13=-59/1518 WEBS 3-17=0/334, 3-15=-622/204, 7-15=-607/195, 7-13=0/321, 9-12=-15/742, 10-12=-29/1184, 8-12=-1105/83, 5-15=-84/876 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) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 5 = 8% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11. 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.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss T27 Truss Type ROOF SPECIAL Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501191 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-I66jetDNGRg3UB9y0sBTDB6_f?0xswDdhQjBBvyCHrR Scale = 1:75.0 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 1211 3x8 5x8 5x6 5x6 5x12 5x6 8x10 4x6 3x6 3x6 2x4 3x4 3x8 3x4 2x4 5x8 3x6 0-1-150-1-158-11-9 8-11-9 15-1-12 6-2-3 20-9-4 5-7-8 26-11-8 6-2-4 34-6-2 7-6-10 34-11-15 0-5-12 35-11-0 0-11-1 8-11-9 8-11-9 15-1-12 6-2-3 20-9-4 5-7-8 26-11-8 6-2-4 34-6-2 7-6-10 34-11-15 0-5-12 35-11-0 0-11-1 0-11-310-10-71-8-811-0-61-1-310-10-78.00 12 10.00 12 Plate Offsets (X,Y)-- [4:0-3-8,0-1-8], [5:0-4-0,0-1-9], [6:0-3-1,Edge], [7:0-1-12,0-1-12], [8:0-6-0,0-2-6] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.92 0.84 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.29 0.10 (loc) 12-13 12-13 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 172 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-16,5-15,6-15: 2x4 SPF No.2, 10-11: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-0-0 max.): 5-6, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 5-15, 7-15 REACTIONS.(lb/size)1=1431/0-3-8, 11=1431/0-3-8 Max Horz 1=247(LC 5) Max Uplift 1=-52(LC 6), 11=-52(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1919/193, 3-5=-1543/249, 5-6=-1186/241, 6-7=-1542/246, 7-8=-1905/184, 8-9=-748/25, 9-10=-937/15, 10-11=-1496/0 BOT CHORD 1-18=-59/1507, 16-18=-59/1507, 15-16=-6/1189, 13-15=-24/1503, 12-13=-79/1298 WEBS 3-18=0/287, 3-16=-481/176, 5-16=-51/478, 6-15=-24/476, 7-15=-467/154, 7-13=0/269, 10-12=0/1223, 9-12=-86/527, 8-12=-1449/259 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss T28 Truss Type HIP Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501192 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-mIg5rCE?1low6Kk8ZaiimOfCGOP3bNimv4TljMyCHrQ Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 14 3x6 5x6 5x6 3x6 8x10 4x6 3x6 3x6 2x4 3x8 3x4 3x8 3x6 2x4 8x10 4x6 3x6 0-1-156-10-0 6-10-0 12-7-2 5-9-2 23-3-14 10-8-12 29-1-0 5-9-2 35-11-0 6-10-0 -0-11-0 0-11-0 6-10-0 6-10-0 12-7-2 5-9-2 17-11-8 5-4-6 23-3-14 5-4-6 29-1-0 5-9-2 35-11-0 6-10-0 36-10-0 0-11-0 0-11-39-2-09-3-150-11-39-2-08.00 12 Plate Offsets (X,Y)-- [6:0-3-1,Edge], [8:0-3-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.74 0.66 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.81 0.11 (loc) 15-18 15-18 12 l/defl >999 >535 n/a L/d 240 180 n/a PLATES MT20 Weight: 159 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 16-17: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-18,7-15: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 3-0-0, Right 2x6 SPF No.2 3-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins, except 2-0-0 oc purlins (4-10-5 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-18, 7-15 REACTIONS.(lb/size)2=1492/0-3-8, 12=1492/0-3-8 Max Horz 2=195(LC 5) Max Uplift 2=-71(LC 6), 12=-71(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1944/197, 4-6=-1704/228, 6-7=-1343/224, 7-8=-1343/224, 8-10=-1704/228, 10-12=-1944/197 BOT CHORD 2-19=-102/1543, 18-19=-102/1543, 15-18=-52/1455, 14-15=-48/1543, 12-14=-48/1543 WEBS 4-18=-282/158, 6-18=-27/569, 7-18=-328/183, 7-15=-328/183, 8-15=-27/569, 10-15=-282/158 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss T29 Truss Type HIP Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501193 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-EVET2YEdo3wnkUJK7HDxIcBNaohWKr7w8kCIFoyCHrP Scale = 1:62.9 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 5x6 5x6 8x10 4x6 3x6 3x8 2x4 2x4 3x8 3x8 2x4 8x10 4x6 3x6 10-1-210-1-2 17-11-87-10-6 25-9-147-10-6 35-11-010-1-2 -0-11-0 0-11-0 5-6-11 5-6-11 10-1-2 4-6-7 17-11-8 7-10-6 25-9-14 7-10-6 30-4-5 4-6-7 35-11-0 5-6-11 36-10-0 0-11-0 0-11-37-6-07-7-150-11-37-6-08.00 12 Plate Offsets (X,Y)-- [5:0-3-1,Edge], [7:0-3-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.77 0.83 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.38 0.14 (loc) 12-23 12-23 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 151 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* 6-16,6-12: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 3-0-0, Right 2x6 SPF No.2 3-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-5 oc purlins, except 2-0-0 oc purlins (4-0-6 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-16, 6-12 REACTIONS.(lb/size)2=1492/0-3-8, 10=1492/0-3-8 Max Horz 2=157(LC 5) Max Uplift 2=-58(LC 6), 10=-58(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1941/217, 4-5=-1793/223, 5-6=-1460/218, 6-7=-1460/218, 7-8=-1793/223, 8-10=-1941/217 BOT CHORD 2-16=-161/1540, 14-16=-142/1854, 12-14=-142/1854, 10-12=-74/1540 WEBS 5-16=-9/605, 6-16=-619/178, 6-14=0/301, 6-12=-619/178, 7-12=-9/605 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss T30 Truss Type HIP Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501194 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-EVET2YEdo3wnkUJK7HDxIcBNbokfKlkw8kCIFoyCHrP Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 5x6 3x6 8x10 4x6 3x8 MT18HS3x6 3x4 3x4 3x4 3x6 8x10 4x6 5x6 3x8 MT18HS 0-1-157-7-2 7-7-2 17-11-8 10-4-6 28-3-14 10-4-6 35-11-0 7-7-2 -0-11-0 0-11-0 7-7-2 7-7-2 14-6-1 6-10-15 21-4-15 6-10-15 28-3-14 6-10-15 35-11-0 7-7-2 36-10-0 0-11-0 0-11-35-10-05-11-150-11-35-10-08.00 12 Plate Offsets (X,Y)-- [4:0-3-1,Edge], [8:0-3-1,Edge], [12:0-2-8,0-1-8], [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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.77 0.70 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.66 0.15 (loc) 12-14 12-14 10 l/defl >999 >653 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 132 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-6,6-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 3-0-0, Right 2x6 SPF No.2 3-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins, except 2-0-0 oc purlins (3-5-8 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 7-12 REACTIONS.(lb/size)2=1492/0-3-8, 10=1492/0-3-8 Max Horz 2=118(LC 5) Max Uplift 2=-77(LC 5), 10=-77(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1974/201, 4-5=-1554/212, 5-7=-2344/257, 7-8=-1554/212, 8-10=-1974/201 BOT CHORD 2-16=-173/1566, 14-16=-278/2272, 12-14=-243/2272, 10-12=-56/1566 WEBS 4-16=-20/737, 5-16=-987/245, 5-14=0/268, 7-14=0/268, 7-12=-987/245, 8-12=-20/737 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 3 21 Copper Run Job Reference (optional) I39501195 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-ihorGuFFZM2eLeuXh?lArpkbUC5S3Ak3NOysnEyCHrO Scale = 1:36.5 1 2 3 4 5 9 8 7 6161718192021 22 23 5x8 4x8 3x6 3x6 8x8 3x6 3x6 10x10 10x10 4-11-04-11-0 9-9-84-10-8 14-8-04-10-8 19-7-04-11-0 4-11-0 4-11-0 9-9-8 4-10-8 14-8-0 4-10-8 19-7-0 4-11-0 0-9-35-7-150-9-36.00 12 Plate Offsets (X,Y)-- [1:0-0-4,0-0-0], [1:0-4-11,0-2-1], [1:Edge,0-3-5], [5:0-0-4,0-0-0], [5:0-4-11,0-2-1], [5:Edge,0-3-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.57 0.60 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.28 0.06 (loc) 6-7 6-7 5 l/defl >999 >846 n/a L/d 240 180 n/a PLATES MT20 Weight: 273 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 WEDGE Left: 2x6 SPF No.2, Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=7405/0-5-8, 5=6865/0-5-8 Max Horz 1=48(LC 12) Max Uplift 1=-377(LC 5), 5=-350(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-11269/590, 2-3=-8455/470, 3-4=-8453/470, 4-5=-11202/588 BOT CHORD 1-9=-522/9991, 7-9=-522/9991, 6-7=-474/9923, 5-6=-474/9923 WEBS 3-7=-337/7144, 4-7=-2797/219, 4-6=-87/2491, 2-7=-2875/222, 2-9=-88/2541 NOTES-(9-10) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x3 - 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=377, 5=350. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1417 lb down and 73 lb up at 1-4-4, 1411 lb down and 72 lb up at 3-4-4, 1411 lb down and 72 lb up at 5-4-4, 1411 lb down and 72 lb up at 7-4-4, 1411 lb down and 72 lb up at 9-4-4, 1411 lb down and 72 lb up at 11-4-4, 1411 lb down and 73 lb up at 13-4-4, and 1411 lb down and 73 lb up at 15-4-4, and 1411 lb down and 73 lb up at 17-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 3 21 Copper Run Job Reference (optional) I39501195 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:25 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-ihorGuFFZM2eLeuXh?lArpkbUC5S3Ak3NOysnEyCHrO LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 10-13=-20 Concentrated Loads (lb) Vert: 8=-1411(F) 16=-1417(F) 17=-1411(F) 18=-1411(F) 19=-1411(F) 20=-1411(F) 21=-1411(F) 22=-1411(F) 23=-1411(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss TG02 Truss Type HALF HIP GIRDER Qty 3 Ply 1 21 Copper Run Job Reference (optional) I39501196 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-AtMDTEGtKgAVzoTjFiGPN1HsgcZKopcDb2hPKgyCHrN Scale = 1:15.2 1 2 3 4 7 6 5 5x6 2x4 2x4 2x4 3x4 2x4 0-1-41-7-13 1-7-13 3-10-8 2-2-11 -0-11-0 0-11-0 1-7-13 1-7-13 3-10-8 2-2-11 1-1-32-4-72-5-112-0-150-3-82-4-710.00 12 Plate Offsets (X,Y)-- [3:0-4-8,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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.15 0.11 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=215/0-3-8, 5=132/0-1-8 Max Horz 7=73(LC 4) Max Uplift 7=-53(LC 5), 5=-43(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 65 lb down and 47 lb up at 1-7-13 on top chord, and 0 lb down and 3 lb up at 1-7-13, and 2 lb down and 13 lb up at 1-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=3(F) December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss TG03 Truss Type HALF HIP GIRDER Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501197 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-f4wchaHV5_IMby1voQnewEp1P0vZXFfMqiRys7yCHrM Scale = 1:15.2 1 2 3 4 10 9 8 7 6 5 5x6 2x4 2x4 2x4 2x4 3x4 2x4 2x4 2x4 0-1-41-7-13 1-7-13 2-3-8 0-7-11 3-10-8 1-7-0 -0-11-0 0-11-0 1-7-13 1-7-13 2-3-8 0-7-11 3-10-8 1-7-0 1-1-32-4-72-5-111-4-150-11-81-8-70-8-02-4-710.00 12 Plate Offsets (X,Y)-- [3:0-4-8,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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.15 0.11 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.01 (loc) 7 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-9,6-8: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=215/0-3-8, 5=132/0-1-8 Max Horz 10=67(LC 5) Max Uplift 10=-50(LC 5), 5=-44(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 5. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 65 lb down and 47 lb up at 1-7-13 on top chord, and 0 lb down and 3 lb up at 1-9-1, and 2 lb down and 13 lb up at 2-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 8-10=-20, 5-6=-20 Concentrated Loads (lb) Vert: 8=0(B) 9=3(B) December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss TG04 Truss Type HIP GIRDER Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501198 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-7GU_uwH8sHQDC6c5M7ItTSM4dPAxGU3V3MAWOZyCHrL Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 1011 21 20 19 18 17 16 15 14 13 12222324252627282930313233343536 5x8 3x8 8x16 5x10 MT18HS4x8 6x10 2x4 3x8 2x4 2x4 4x8 2x4 6x8 4x8 8x16 5x8 5x10 MT18HS0-1-25-1-2 5-1-2 10-4-2 5-3-0 15-5-14 5-1-12 20-7-10 5-1-12 25-9-6 5-1-12 30-9-14 5-0-8 35-11-0 5-1-2 -0-11-0 0-11-0 5-1-2 5-1-2 10-4-2 5-3-0 15-5-14 5-1-12 20-7-10 5-1-12 25-9-6 5-1-12 30-9-14 5-0-8 35-11-0 5-1-2 36-10-0 0-11-0 0-11-34-2-134-3-150-11-34-2-138.00 12 Plate Offsets (X,Y)-- [3:0-4-12,0-2-0], [9:0-4-0,0-1-9], [12:Edge,0-7-7], [12:0-2-12,0-0-0], [20:0-2-8,0-2-0], [21:0-2-12,0-0-0], [21:Edge,0-7-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.70 0.42 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.34 -0.69 0.11 (loc) 16-17 16-17 12 l/defl >999 >614 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 181 lb FT = 20% GRIP 197/144 244/190 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-6,6-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 2-21,10-12: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-9 max.): 3-9. BOT CHORD Rigid ceiling directly applied or 7-9-10 oc bracing. WEBS 1 Row at midpt 5-19, 8-13 REACTIONS.(lb/size)21=2453/0-3-8, 12=2454/0-3-8 Max Horz 21=100(LC 4) Max Uplift 21=-664(LC 4), 12=-664(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3300/985, 3-4=-4639/1471, 4-5=-4639/1470, 5-7=-5558/1761, 7-8=-5558/1761, 8-9=-2664/836, 9-10=-3290/983, 2-21=-2291/645, 10-12=-2277/640 BOT CHORD 20-21=-270/666, 19-20=-849/2675, 17-19=-1785/5601, 16-17=-1785/5601, 14-16=-1416/4594, 13-14=-1416/4594, 12-13=-180/680 WEBS 3-19=-836/2469, 4-19=-347/144, 5-19=-1222/422, 5-17=-128/442, 7-16=-298/125, 8-16=-421/1225, 8-14=-111/414, 8-13=-2456/832, 9-13=-478/1529, 2-20=-669/2038, 10-13=-668/2014 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=664, 12=664. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 112 lb down and 57 lb up at 2-4-8, 114 lb down and 55 lb up at 4-4-8, 114 lb down and 65 lb up at 6-4-8, 114 lb down and 65 lb up at 8-4-8, 114 lb down and 65 lb up at 10-4-8, 114 lb down and 65 lb up at 12-4-8, 114 lb down and 65 lb up at 14-4-8, 114 lb down and 65 lb up at 16-4-8, 114 lb down and 65 lb up at 17-11-8, 114 lb down and 65 lb up at 19-6-8, 114 lb down and 65 lb up at 21-6-8, 114 lb down and 65 lb up at 23-6-8, 114 lb down and 65 lb up at 25-6-8, 114 lb down and 65 lb up at 27-6-8, 114 lb down and 65 lb up at 29-6-8, and 114 lb down and 55 lb up at 31-6-8, and 112 lb down and 57 lb up at 33-6-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) StandardContinued on page 2 December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss TG04 Truss Type HIP GIRDER Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501198 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:28 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-7GU_uwH8sHQDC6c5M7ItTSM4dPAxGU3V3MAWOZyCHrL LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-9=-60, 9-10=-60, 10-11=-60, 12-21=-20 Concentrated Loads (lb) Vert: 19=-114 14=-114 22=-112 23=-114 24=-114 25=-114 26=-114 27=-114 28=-114 29=-114 30=-114 31=-114 32=-114 33=-114 34=-114 35=-114 36=-112 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss TG05 Truss Type HIP GIRDER Qty 1 Ply 2 21 Copper Run Job Reference (optional) I39501199 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-bS2M6GImdbY4qFBIwrp6?fvGmpXS?2YfI0w3w?yCHrK Scale = 1:20.1 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 17 18 19 4x6 4x8 4x8 4x6 3x4 3x4 8x8 8x8 2x4 8x8 1-9-01-9-0 5-9-124-0-12 9-10-84-0-12 11-7-81-9-0 1-9-0 1-9-0 5-9-12 4-0-12 9-10-8 4-0-12 11-7-8 1-9-0 1-1-32-6-111-1-32-6-1110.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-6-0,0-1-12], [4:0-6-0,0-1-12], [5:0-3-0,0-1-8], [7:0-2-8,0-4-0], [9:0-2-8,0-4-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.61 0.34 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 0.01 (loc) 8 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 114 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 1-10,5-6: 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 (4-11-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=4290/0-5-8, 6=5093/0-3-8 Max Horz 10=59(LC 4) Max Uplift 10=-334(LC 4), 6=-370(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4282/357, 2-3=-5910/504, 3-4=-5910/504, 4-5=-4071/347, 1-10=-4234/341, 5-6=-4048/332 BOT CHORD 8-9=-302/3283, 7-8=-277/3114 WEBS 2-9=-46/1178, 2-8=-265/2992, 4-8=-275/3184, 4-7=-34/947, 1-9=-295/3343, 5-7=-290/3233 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. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x3 - 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearings are assumed to be: Joint 10 SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=334, 6=370. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 48 lb up at 1-9-0, 42 lb down and 37 lb up at 3-9-12, 42 lb down and 37 lb up at 5-9-12, and 42 lb down and 37 lb up at 7-9-12, and 86 lb down and 48 lb up at 9-10-8 on top chord, and 1411 lb down and 72 lb up at 1-3-12, 6 lb down and 34 lb up at 1-9-0, 1411 lb down and 73 lb up at 3-3-12, 4 lb down and 17 lb up at 3-9-12, 1411 lb down and 73 lb up at 5-3-12, 4 lb down and 17 lb up at 5-9-12, 1411 lb down and 73 lb up at 7-3-12, 4 lb down and 17 lb up at 7-9-12, 1411 lb down and 73 lb up at 9-3-12, and 6 lb down and 34 lb up at 9-9-12, and 1425 lb down and 68 lb up at 11-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss TG05 Truss Type HIP GIRDER Qty 1 Ply 2 21 Copper Run Job Reference (optional) I39501199 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:29 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-bS2M6GImdbY4qFBIwrp6?fvGmpXS?2YfI0w3w?yCHrK 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 6=-1425(F) 9=4(B) 8=-2(B) 7=4(B) 13=-1411(F) 14=-1411(F) 15=-2(B) 16=-1411(F) 17=-1411(F) 18=-2(B) 19=-1411(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss TG06 Truss Type HIP GIRDER Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501200 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-3fbkJcJOOvgwSPmUUYKLYtRTfDsYkY_oWgfdTSyCHrJ Scale = 1:36.3 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 4x10 4x10 3x4 4x6 3x6 3x8 2x4 3x6 4x6 3x4 4x6 0-1-23-10-8 3-10-8 9-11-8 6-1-0 16-0-8 6-1-0 19-11-0 3-10-8 -0-11-0 0-11-0 3-10-8 3-10-8 9-11-8 6-1-0 16-0-8 6-1-0 19-11-0 3-10-8 20-10-0 0-11-0 1-1-34-2-134-3-151-1-34-2-1310.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [6:0-2-14,0-2-0], [9:0-2-8,0-1-8], [12:0-2-8,0-1-8] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.47 0.35 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 0.02 (loc) 10-12 10-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 91 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-13,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=1360/0-3-8, 8=1359/0-3-8 Max Horz 13=101(LC 4) Max Uplift 13=-344(LC 4), 8=-343(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1499/436, 3-4=-1803/561, 4-5=-1803/561, 5-6=-1498/436, 2-13=-1287/337, 6-8=-1286/336 BOT CHORD 10-12=-369/1108, 9-10=-312/1107 WEBS 3-10=-305/851, 4-10=-421/175, 5-10=-306/852, 2-12=-321/992, 6-9=-323/991 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=344, 8=343. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 112 lb down and 69 lb up at 1-11-8, 114 lb down and 65 lb up at 3-11-8, 114 lb down and 65 lb up at 5-11-8, 114 lb down and 65 lb up at 7-11-8, 114 lb down and 65 lb up at 9-11-8, 114 lb down and 65 lb up at 11-11-8, 114 lb down and 65 lb up at 13-11-8, and 114 lb down and 65 lb up at 15-11-8, and 112 lb down and 69 lb up at 17-11-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-13=-20 Continued on page 2 December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss TG06 Truss Type HIP GIRDER Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501200 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:30 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-3fbkJcJOOvgwSPmUUYKLYtRTfDsYkY_oWgfdTSyCHrJ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=-114 12=-114 10=-114 9=-114 14=-112 15=-114 16=-114 17=-114 18=-112 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss TG07 Truss Type HIP GIRDER Qty 1 Ply 2 21 Copper Run Job Reference (optional) I39501201 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-Xr96WyK09Con3ZLg1Fsa44_c3d7WTssylKPA?uyCHrI Scale = 1:65.1 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 122324252627 28 29 30 31 32 33 34 35 36 5x6 3x6 8x8 2x4 4x6 6x16 2x4 3x8 4x8 4x6 6x10 3x4 2x4 5x8 3x8 8x8 5x12 5x6 2-3-82-3-8 5-1-22-9-10 13-4-88-3-6 16-6-13-1-9 23-7-57-1-4 30-9-147-2-9 35-11-05-1-2 -0-11-0 0-11-0 2-3-8 2-3-8 5-1-2 2-9-10 13-4-8 8-3-6 16-6-1 3-1-9 23-7-5 7-1-4 30-9-14 7-2-9 35-11-0 5-1-2 36-10-0 0-11-0 0-11-34-2-134-3-150-11-30-8-04-2-138.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-3], [9:0-3-0,0-2-3], [12:Edge,0-6-2], [12:0-1-12,0-0-0], [19:0-2-8,0-2-0], [22:0-1-12,0-0-0], [22:Edge,0-6-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.56 0.68 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.27 -0.55 0.13 (loc) 14-16 14-16 12 l/defl >999 >773 n/a L/d 240 180 n/a PLATES MT20 Weight: 318 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 *Except* 3-21,5-17: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-22,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-9 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-13 REACTIONS.(lb/size)22=2454/0-3-8, 12=2457/0-3-8 Max Horz 22=99(LC 4) Max Uplift 22=-659(LC 4), 12=-663(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3910/1145, 3-4=-4168/1265, 4-5=-6484/2050, 5-6=-6424/2029, 6-8=-5740/1809, 8-9=-2781/868, 9-10=-3411/1014, 2-22=-2383/672, 10-12=-2336/655 BOT CHORD 21-22=-159/365, 19-20=-1003/3195, 18-19=-1090/3473, 5-18=-385/176, 16-17=-218/638, 14-16=-1645/5277, 13-14=-1645/5277, 12-13=-135/525 WEBS 3-19=-217/433, 4-19=-194/715, 4-18=-1112/3262, 16-18=-1646/5245, 6-18=-307/956, 6-16=-956/325, 8-16=-198/554, 8-14=-164/597, 8-13=-2866/973, 9-13=-470/1527, 10-13=-751/2279, 2-20=-837/2807 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. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x3 - 1 row at 0-9-0 oc. Webs connected as follows: 2x3 - 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=659, 12=663. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss TG07 Truss Type HIP GIRDER Qty 1 Ply 2 21 Copper Run Job Reference (optional) I39501201 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:32 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-?1jVkHLewWwehjwtbzNpdIXnp1TlCJ65__8jXKyCHrH NOTES-(11-12) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 112 lb down and 57 lb up at 2-2-4, 114 lb down and 54 lb up at 4-4-8, 114 lb down and 64 lb up at 6-4-8, 114 lb down and 64 lb up at 8-4-8, 114 lb down and 64 lb up at 10-4-8, 114 lb down and 64 lb up at 12-4-8, 114 lb down and 65 lb up at 14-4-8, 114 lb down and 65 lb up at 16-4-8, 114 lb down and 65 lb up at 18-4-8, 114 lb down and 65 lb up at 19-6-8, 114 lb down and 65 lb up at 21-6-8, 114 lb down and 65 lb up at 23-6-8, 114 lb down and 65 lb up at 25-6-8, 114 lb down and 65 lb up at 27-6-8, 114 lb down and 65 lb up at 29-6-8, and 114 lb down and 55 lb up at 31-6-8, and 112 lb down and 57 lb up at 33-6-8 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 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-9=-60, 9-10=-60, 10-11=-60, 21-22=-20, 18-20=-20, 12-17=-20 Concentrated Loads (lb) Vert: 21=-112 16=-114 14=-114 23=-114 24=-114 25=-114 26=-114 27=-114 28=-114 29=-114 30=-114 31=-114 32=-114 33=-114 34=-114 35=-114 36=-112 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss TG08 Truss Type HIP GIRDER Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501202 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-?1jVkHLewWwehjwtbzNpdIXul1c9CW05__8jXKyCHrH Scale = 1:21.2 1 2 3 4 5 6 10 9 8 7 11 12 13 4x6 4x6 2x4 2x4 3x4 3x4 3x6 3x6 0-1-22-10-0 2-10-0 5-3-8 2-5-8 8-1-8 2-10-0 -0-11-0 0-11-0 2-10-0 2-10-0 5-3-8 2-5-8 8-1-8 2-10-0 9-0-8 0-11-0 1-1-33-4-63-5-81-1-33-4-610.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-1], [4:0-3-0,0-2-1] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.12 0.08 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 9 9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-10,5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=481/0-5-8, 7=481/0-5-8 Max Horz 10=81(LC 4) Max Uplift 10=-146(LC 5), 7=-146(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-394/138, 3-4=-263/122, 4-5=-394/137, 2-10=-431/142, 5-7=-431/141 BOT CHORD 8-9=-100/263 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=146, 7=146. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 70 lb down and 70 lb up at 2-0-12, and 68 lb down and 73 lb up at 4-0-12, and 70 lb down and 70 lb up at 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 7-10=-20 Concentrated Loads (lb) Vert: 11=-70 12=-68 13=-70 December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss V01 Truss Type VALLEY Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501203 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-TEHtxdLGgq2VJtV39gu2AV3x3Qt_xzEFCeuH3myCHrG Scale = 1:22.2 1 2 3 43x12 4x8 3x12 2x4 13-0-613-0-6 13-0-140-0-8 6-6-7 6-6-7 13-0-14 6-6-7 0-0-43-3-40-0-46.00 12 Plate Offsets (X,Y)-- [1:0-9-11,Edge], [3:0-3-3,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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.59 0.43 0.08 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: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=211/12-11-14, 3=211/12-11-14, 4=524/12-11-14 Max Horz 1=-29(LC 4) Max Uplift 1=-22(LC 6), 3=-26(LC 7), 4=-3(LC 6) Max Grav 1=215(LC 10), 3=215(LC 11), 4=524(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-316/107 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) 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) 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.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss V02 Truss Type Valley Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501204 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-TEHtxdLGgq2VJtV39gu2AV3_sQrax_VFCeuH3myCHrG Scale = 1:14.4 1 2 3 2x4 3x4 2x4 7-8-67-8-6 7-8-140-0-8 3-10-7 3-10-7 7-8-14 3-10-7 0-0-41-11-40-0-46.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.41 0.52 0.00 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: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=259/7-7-14, 3=259/7-7-14 Max Horz 1=16(LC 5) Max Uplift 1=-13(LC 6), 3=-13(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-252/118, 2-3=-252/118 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) 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) 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.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss V03 Truss Type GABLE Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501205 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-xQrF9zMuR7AMw14FjOPHijcFhqJygRlORIdqcDyCHrF Scale = 1:5.7 1 2 3 2x4 2x4 2x4 2-4-142-4-14 1-2-7 1-2-7 2-4-14 1-2-7 0-7-46.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.02 0.06 0.00 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: 3 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=61/2-4-14, 3=61/2-4-14 Max Horz 1=4(LC 5) Max Uplift 1=-3(LC 6), 3=-3(LC 7) 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) 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) 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.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss V04 Truss Type Valley Qty 2 Ply 1 21 Copper Run Job Reference (optional) I39501206 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-xQrF9zMuR7AMw14FjOPHijcFCqJNgRlORIdqcDyCHrF Scale = 1:9.4 1 2 3 2x4 2x4 2x4 1-6-15 1-6-15 0-0-41-3-1210.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.05 0.03 0.00 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: 3 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=47/1-6-10, 3=47/1-6-10 Max Horz 1=30(LC 5) Max Uplift 3=-10(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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) 3. 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.). December 5,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 21_Copper_Run Truss V05 Truss Type Valley Qty 1 Ply 1 21 Copper Run Job Reference (optional) I39501207 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 16:37:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:30gw6Zi9UeCey_72UT9oFIyJDSk-QcPdMJNXCRIDYAfSG5wWFw9FSEZAPu?XgyNO8fyCHrE Scale = 1:10.9 1 2 3 3x4 2x4 2x4 5-8-4 5-8-4 0-0-41-5-13.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.73 0.44 0.00 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: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=173/5-7-4, 3=173/5-7-4 Max Horz 1=36(LC 5) Max Uplift 1=-13(LC 4), 3=-17(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) 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.). December 5,2019 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