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HomeMy WebLinkAboutI39641743.28_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 17,2019 Liu, Xuegang Pages or sheets covered by this seal: I39641743 thru I39641805 My license renewal date for the state of Indiana is July 31, 2020. 28_Copper_Run 28 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 28_Copper_Run Truss CG01 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641743 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:38:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-E0doMAsVUDBSgB4wYeH0?oJJfKlsQMrv8JcL7ky84tW Scale = 1:18.0 1 2 5 6 3 7 4 2x4 2x4 3-4-53-4-5 -1-5-10 1-5-10 3-4-5 3-4-5 1-3-03-0-00-4-122-7-43-0-06.25 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.22 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -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: 11 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 3-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=248/0-4-11, 3=72/Mechanical, 4=28/Mechanical Max Horz 5=103(LC 5) Max Uplift 5=-41(LC 5), 3=-44(LC 5), 4=-7(LC 5) Max Grav 5=248(LC 1), 3=72(LC 1), 4=58(LC 2) 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 lb down and 36 lb up at 2-4-2 on top chord, and 3 lb down and 16 lb up at 2-4-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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.). 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, 4-5=-20 Concentrated Loads (lb) Vert: 7=1(F) December 17,2019 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 28_Copper_Run Truss CG02 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641744 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:38:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-iDBAZWt8FWJIILf76MpFX?sUPk559p52MzMufAy84tV Scale = 1:18.0 1 2 5 6 3 7 4 2x4 2x4 3-4-53-4-5 -1-5-10 1-5-10 3-4-5 3-4-5 1-3-03-0-00-4-122-7-43-0-06.25 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.22 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -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: 11 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 3-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=248/0-4-11, 3=72/Mechanical, 4=28/Mechanical Max Horz 5=103(LC 5) Max Uplift 5=-41(LC 5), 3=-44(LC 5), 4=-7(LC 5) Max Grav 5=248(LC 1), 3=72(LC 1), 4=58(LC 2) 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 lb down and 36 lb up at 2-4-2 on top chord, and 3 lb down and 16 lb up at 2-4-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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.). 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, 4-5=-20 Concentrated Loads (lb) Vert: 7=1(B) December 17,2019 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 28_Copper_Run Truss GE01 Truss Type GABLE Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641745 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:38:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-APlZnsum0qR9wVDJf3KU4DPgX8RpuFMBbd5SCcy84tU Scale = 1:36.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-11-010-11-0 -0-11-0 0-11-0 5-5-8 5-5-8 10-11-0 5-5-8 11-10-0 0-11-0 1-3-05-9-91-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.14 0.07 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 123 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 10-11-0. (lb) - Max Horz 16=141(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 15, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10, 14, 15, 12, 11. 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 17,2019 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 28_Copper_Run Truss GE02 Truss Type GABLE Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641746 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:38:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-ebJx_BuOn8Z0YfoVDnrjcQxn3Xj3dd0LqHr?k3y84tT Scale: 3/16"=1' Sheet Front Left Option 8-6-0 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 20 19 18 17 1615 14 13 11 10 9 44 12 4x6 3x4 3x6 3x4 3x4 3x4 3x4 3x4 3x8 3x4 2-0-0 2-0-06-6 - 2 9-5-8 4-0-07-0-0 7-0-0 8-6-0 1-6-0 10-0-0 1-6-0 10-5-8 0-5-8 13-10-15 3-5-7 20-11-0 7-0-1 -0-11-0 0-11-0 4-5-14 4-5-14 10-5-8 5-11-10 15-5-8 5-0-0 16-5-2 0-11-10 20-11-0 4-5-14 21-10-0 0-11-0 1-3-09-11-91-3-010.00 12 Plate Offsets (X,Y)-- [5:0-3-0,Edge], [9:0-1-12,0-1-8], [23:0-1-15,0-1-8], [42:0-0-2,0-2-0] 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-MSH 0.41 0.33 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.16 0.01 (loc) 9-10 9-10 9 l/defl >999 >818 n/a L/d 240 180 n/a PLATES MT20 Weight: 298 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* 2-20,7-9,13-42,42-43: 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 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15 REACTIONS.All bearings 10-3-8 except (jt=length) 9=0-3-8, 12=0-3-8. (lb) - Max Horz 20=238(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 20, 9, 13 except 15=-152(LC 6) Max Grav All reactions 250 lb or less at joint(s) 14, 16, 17, 18, 19, 13, 12 except 20=330(LC 1), 15=630(LC 1), 9=618(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-473/170 BOT CHORD 9-10=0/375 WEBS 5-10=-89/329, 5-15=-424/0, 15-44=-264/203, 6-9=-446/0 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) 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Vertical gable studs spaced at 1-4-0 oc and horizontal gable studs spaced at 2-2-8 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 9, 13 except (jt=lb) 15=152. 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 17,2019 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 28_Copper_Run Truss GE03 Truss Type GABLE Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641747 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:38:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-a_RhPtweJlpknyyuLBtBir1CxLTb5cneHbK6oxy84tR Scale = 1:35.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-4-09-4-0 -0-11-0 0-11-0 4-8-0 4-8-0 9-4-0 4-8-0 10-3-0 0-11-0 1-3-05-1-111-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.13 0.07 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 99 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 9-4-0. (lb) - Max Horz 16=126(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 14, 12 except 16=-156(LC 4), 10=-139(LC 5), 15=-142(LC 5), 11=-130(LC 4) Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 12 except (jt=lb) 16=156, 10=139, 15=142, 11=130. 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 17,2019 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. proprietary methods (e.g. Stabilizer, etc.). It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) (jt=lb) 11=214. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 9 except8) will fit between the bottom chord and any other members. * 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 wide7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) Gable studs spaced at 1-4-0 oc.5) All plates are 2x4 MT20 unless otherwise indicated.4) Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry3) for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and2) Unbalanced roof live loads have been considered for this design.1) (9-10)NOTES- 11-33=-339/9, 4-33=-310/0WEBS (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.FORCES. 9=432(LC 11), 10=379(LC 2) All reactions 250 lb or less at joint(s) 13, 14, 15, 16, 17 except 18=385(LC 10), 11=560(LC 1), Max Grav All uplift 100 lb or less at joint(s) 18, 9 except 11=-214(LC 6)Max Uplift 18=231(LC 5)Max Horz(lb) - All bearings 11-11-0 except (jt=length) 9=0-3-8, 10=0-3-8.REACTIONS. 4-111 Row at midptWEBS Rigid ceiling directly applied or 10-0-0 oc bracing.BOT CHORD except end verticals. Structural wood sheathing directly applied or 6-0-0 oc purlins, TOP CHORD BRACING- 2x3 SPF No.2OTHERS 2-18,7-9,5-33: 2x4 SPF-S Stud 2x3 SPF No.2 *Except* WEBS 2x4 SPF No.2BOT CHORD 2x4 SPF No.2TOP CHORD LUMBER- 169/123 GRIP FT = 20%Weight: 285 lb MT20 PLATES n/a 180 240 L/d n/a >367 >915 l/defl 9 9-10 9-10 (loc) 0.01 -0.27 -0.11 in Horz(TL) Vert(TL) Vert(LL) DEFL. 0.31 0.55 0.45 Matrix-MSH WB BC TC CSI. IRC2006/TPI2002 YES 1.15 1.15 2-0-0 Code Rep Stress Incr Lumber DOL Plate Grip DOL SPACING- 10.0 *0.0 10.0 20.0 BCDL BCLL TCDL TCLL (psf)LOADING [3:0-4-0,0-2-0], [9:0-1-8,0-1-8], [21:0-1-4,0-1-0], [23:0-1-4,0-1-0]Plate Offsets (X,Y)-- 1210.00 1-3-09-7-131-3-00-11-0 21-1-0 4-7-4 20-2-0 0-0-12 15-6-12 5-5-0 15-6-0 5-5-12 10-1-0 4-7-4 4-7-4 0-11-0 -0-11-0 8-3-0 20-2-0 1-10-0 11-11-0 0-9-0 10-1-0 9-4-0 9-4-0 7- 0 - 1 0 9-4-0 6x8 3x4 3x4 3x8 3x6 3x4 4x6 10 33 9 1112131415161718 87 65 4 3 21 1 Ply 7/16OSB8 Left Option 9-4-0 Sheet Front Scale = 1:61.6 ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-2A_3dDxG43xbP6X4uvOQE3ZHalhIq0WnWF3fLNy84tQ ProBuild (Carter-Lee), Mooresville, IN - 46158,8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:38:59 2019 Page 1 I39641748 Job Reference (optional) 28 Copper Run 1 Ply 1 Qty GABLE Truss Type GE04 Truss 28_Copper_Run Job December 17,2019 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 28_Copper_Run Truss J01 Truss Type JACK-OPEN STRUCTURAL Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641749 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:38:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-2A_3dDxG43xbP6X4uvOQE3ZMklpHq4KnWF3fLNy84tQ Scale = 1:15.0 1 2 5 3 4 2x4 2x4 2-2-92-2-9 -1-5-10 1-5-10 2-2-9 2-2-9 1-3-02-4-132-0-22-4-136.25 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.19 0.04 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 2-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=29/Mechanical, 5=216/0-7-14, 4=12/Mechanical Max Horz 5=53(LC 6) Max Uplift 3=-20(LC 6), 5=-46(LC 6) Max Grav 3=29(LC 1), 5=216(LC 1), 4=36(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 studs spaced at 2-0-0 oc. 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) 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) 3, 5. 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 17,2019 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 28_Copper_Run Truss J02 Truss Type JACK-OPEN Qty 16 Ply 1 28 Copper Run Job Reference (optional) I39641750 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-WNYSqZxurM3S0G6GScvfnG6UL97dZXawlupDtqy84tP Scale = 1:23.1 1 2 5 3 4 3x4 3x4 3-3-83-3-8 -0-11-0 0-11-0 3-3-8 3-3-8 1-3-03-11-153-6-23-11-1510.00 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.32 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=198/0-3-8, 3=79/Mechanical, 4=33/Mechanical Max Horz 5=134(LC 6) Max Uplift 3=-67(LC 6), 4=-7(LC 6) Max Grav 5=198(LC 1), 3=79(LC 1), 4=59(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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) 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 17,2019 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 28_Copper_Run Truss J03 Truss Type JACK-OPEN Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641751 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-?Z6q1vyXcgBJeQhT0KRuJUfhpYVNI_p4zYYmPGy84tO Scale = 1:14.3 1 2 5 3 4 2x4 2x4 1-11-61-11-6 -1-5-10 1-5-10 1-11-6 1-11-6 1-3-02-3-31-10-72-3-36.25 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.21 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 1-11-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=212/0-4-11, 3=19/Mechanical, 4=9/Mechanical Max Horz 5=81(LC 6) Max Uplift 5=-39(LC 6), 3=-19(LC 6), 4=-5(LC 6) Max Grav 5=212(LC 1), 3=19(LC 1), 4=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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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 17,2019 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 28_Copper_Run Truss J04 Truss Type JACK-OPEN Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641752 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-?Z6q1vyXcgBJeQhT0KRuJUfisYVPI_p4zYYmPGy84tO Scale = 1:14.4 1 2 5 3 42x4 2x4 1-9-81-9-8 -0-11-0 0-11-0 1-9-8 1-9-8 1-1-02-3-51-10-22-3-58.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.15 0.06 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 1-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=150/0-3-8, 3=32/Mechanical, 4=13/Mechanical Max Horz 5=78(LC 6) Max Uplift 5=-8(LC 6), 3=-29(LC 6), 4=-8(LC 6) Max Grav 5=150(LC 1), 3=32(LC 1), 4=30(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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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 17,2019 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 28_Copper_Run Truss J05 Truss Type JACK-OPEN Qty 9 Ply 1 28 Copper Run Job Reference (optional) I39641753 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-TlgCFFz9N_JAGaGfa1y7shBqUypw1R3DCCIJxiy84tN Scale: 1/2"=1' 1 2 5 3 4 3x4 3x4 3-6-03-6-0 -0-11-0 0-11-0 3-6-0 3-6-0 1-3-04-2-03-8-34-2-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.35 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=206/0-3-8, 3=86/Mechanical, 4=36/Mechanical Max Horz 5=139(LC 6) Max Uplift 3=-71(LC 6), 4=-6(LC 6) Max Grav 5=206(LC 1), 3=86(LC 1), 4=63(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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) 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 17,2019 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 28_Copper_Run Truss J06 Truss Type JACK-OPEN Qty 6 Ply 1 28 Copper Run Job Reference (optional) I39641754 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-TlgCFFz9N_JAGaGfa1y7shBsIypA1R3DCCIJxiy84tN Scale: 1/2"=1' 1 2 3 8 7 6 4 5 2x4 3x4 2x4 2x4 2x4 2-3-82-3-8 3-6-01-2-8 -0-11-0 0-11-0 2-3-8 2-3-8 3-6-0 1-2-8 1-3-04-2-03-6-03-8-30-8-010.00 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.23 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.02 (loc) 6 7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x3 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=206/0-3-8, 4=73/Mechanical, 5=48/Mechanical Max Horz 8=139(LC 6) Max Uplift 4=-43(LC 6), 5=-34(LC 6) Max Grav 8=206(LC 1), 4=73(LC 1), 5=52(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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 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 17,2019 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 28_Copper_Run Truss J07 Truss Type JACK-OPEN Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641755 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-xyEaSb_n8HS1tkrr7lTMPvk1HMAkmuJNRs1tU9y84tM Scale = 1:15.7 1 2 5 3 4 2x4 2x4 2-2-32-2-3 -0-11-0 0-11-0 2-2-3 2-2-3 1-1-02-6-72-1-42-6-78.00 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-MR 0.15 0.07 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: 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 2-2-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=160/0-3-8, 3=44/Mechanical, 4=18/Mechanical Max Horz 5=85(LC 6) Max Uplift 5=-7(LC 6), 3=-35(LC 6), 4=-5(LC 6) Max Grav 5=160(LC 1), 3=44(LC 1), 4=37(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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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 17,2019 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 28_Copper_Run Truss J08 Truss Type JACK-OPEN Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641756 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-xyEaSb_n8HS1tkrr7lTMPvk1HMAkmuJNRs1tU9y84tM Scale = 1:15.7 1 2 5 3 4 2x4 2x4 2-2-32-2-3 -0-11-0 0-11-0 2-2-3 2-2-3 1-1-02-6-72-1-42-6-78.00 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-MR 0.15 0.07 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: 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 2-2-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=160/0-3-8, 3=44/Mechanical, 4=18/Mechanical Max Horz 5=85(LC 6) Max Uplift 5=-7(LC 6), 3=-35(LC 6), 4=-5(LC 6) Max Grav 5=160(LC 1), 3=44(LC 1), 4=37(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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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 17,2019 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 28_Copper_Run Truss J09 Truss Type JACK-OPEN Qty 4 Ply 1 28 Copper Run Job Reference (optional) I39641757 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-P8oygx_PvbauVtQ2hS_bx6G5CmTiVLZWgWnQ0by84tL Scale = 1:15.1 1 2 3 5 43x6 3x4 2-0-02-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 1-1-02-5-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.59 0.28 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 4-5 4-5 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 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=156/0-3-8, 4=56/Mechanical Max Horz 5=97(LC 6) Max Uplift 5=-6(LC 6), 4=-63(LC 6) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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 17,2019 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 28_Copper_Run Truss J10 Truss Type HALF HIP Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641758 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-tKMLtG?1fvil71_EFAVqUKpLoArBEodguAWzY1y84tK Scale = 1:21.2 1 2 3 7 6 4 5 4x6 3x4 2x4 3x4 2-10-02-10-0 3-3-80-5-8 -0-11-0 0-11-0 2-10-0 2-10-0 3-3-8 0-5-8 1-3-03-5-83-7-53-5-83-2-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.28 0.13 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.03 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)4=51/Mechanical, 7=198/0-3-8, 5=62/Mechanical Max Horz 7=120(LC 6) Max Uplift 4=-23(LC 6), 5=-34(LC 6) Max Grav 4=61(LC 2), 7=198(LC 1), 5=62(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 4, 5. 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 17,2019 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 28_Copper_Run Truss M01 Truss Type MONOPITCH Qty 4 Ply 1 28 Copper Run Job Reference (optional) I39641759 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-tKMLtG?1fvil71_EFAVqUKpN4AsAEopguAWzY1y84tK Scale = 1:11.8 1 2 3 5 4 2x4 3x6 2x4 -0-11-0 0-11-0 3-9-0 3-9-0 0-8-81-9-101-6-20-3-81-9-103.50 12 Plate Offsets (X,Y)-- [5:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.13 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 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 3-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=212/0-3-0, 4=129/0-1-8 Max Horz 5=51(LC 5) Max Uplift 5=-46(LC 4), 4=-12(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) 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) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 17,2019 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 28_Copper_Run Truss M02 Truss Type MONOPITCH Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641760 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-LXvj5c0fQCqbkBZQpt030XMUIZAozF3p7qGX4Ty84tJ Scale = 1:16.6 1 2 3 5 4 3x4 3x6 3x6 5-9-05-9-0 -0-11-0 0-11-0 5-9-0 5-9-0 0-8-82-4-102-1-20-3-82-4-103.50 12 Plate Offsets (X,Y)-- [4:Edge,0-2-0], [5:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.42 0.17 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 >760 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=288/0-3-0, 4=212/0-1-8 Max Horz 5=71(LC 5) Max Uplift 5=-50(LC 4), 4=-22(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) 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) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 17,2019 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 28_Copper_Run Truss PB01 Truss Type GABLE Qty 11 Ply 1 28 Copper Run Job Reference (optional) I39641761 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-LXvj5c0fQCqbkBZQpt030XMazZA7zF3p7qGX4Ty84tJ Scale = 1:13.1 2 3 4 1 5 3x4 2x4 2x4 5-2-05-2-0 2-7-0 2-7-0 5-2-0 2-7-0 -0-0-41-8-71-8-110-1-00-1-88.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.06 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-2-0. (lb) - Max Horz 1=-35(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 2, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 2, 4 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 2, 4. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 17,2019 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 28_Copper_Run Truss PB02 Truss Type Piggyback Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641762 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-pjT5Iy1HBWySML8cMaXIZluiPzXjiiJyMU?4dwy84tI Scale = 1:14.2 1 2 3 4 5 6 7 8 3x4 4x6 3x4 2x4 3x4 2x4 0-1-157-2-0 7-2-0 2-7-0 2-7-0 5-4-8 2-9-8 7-2-0 1-9-8 0-4-71-7-30-10-140-1-80-4-70-1-80-10-148.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge], [4:0-3-0,Edge], [5:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=197/5-8-2, 6=210/5-8-2, 8=100/5-8-2 Max Horz 2=-30(LC 4) Max Uplift 2=-38(LC 6), 6=-42(LC 7) Max Grav 2=197(LC 1), 6=210(LC 1), 8=142(LC 2) 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 17,2019 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 28_Copper_Run Truss PB03 Truss Type GABLE Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641763 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-Hv1TVI2wyq4J_VjpwI3X6yRwsNthR8Y6a8le9My84tH Scale = 1:10.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 2 3 4 1 5 3x4 2x4 2x4 3-11-63-11-6 1-11-11 1-11-11 3-11-6 1-11-11 -0-0-41-7-81-7-120-1-00-1-810.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.03 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 3-11-6. (lb) - Max Horz 1=-33(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 2, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 2, 4 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 2, 4. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 17,2019 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 28_Copper_Run Truss T01 Truss Type COMMON Qty 4 Ply 1 28 Copper Run Job Reference (optional) I39641764 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-Hv1TVI2wyq4J_VjpwI3X6yRiuNjXR1n6a8le9My84tH Scale = 1:61.1 1 2 3 4 5 6 7 11 10 9 8 4x6 3x6 3x8 3x4 3x4 2x4 4x6 4x6 2x4 10-5-810-5-8 20-11-010-5-8 -0-11-0 0-11-0 3-8-2 3-8-2 10-5-8 6-9-6 17-2-14 6-9-6 20-11-0 3-8-2 21-10-0 0-11-0 1-3-09-11-91-3-010.00 12 Plate Offsets (X,Y)-- [8:0-2-12,0-2-0], [11:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.93 0.73 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.50 0.03 (loc) 9-11 9-11 8 l/defl >999 >493 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 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-9: 2x4 SPF No.2, 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=889/0-3-8, 8=889/0-3-8 Max Horz 11=238(LC 5) 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=-318/1, 3-4=-755/136, 4-5=-755/136, 5-6=-318/1 BOT CHORD 9-11=-102/619, 8-9=-3/619 WEBS 4-9=-21/492, 3-11=-747/141, 5-8=-747/141 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 5) 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. 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 17,2019 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 28_Copper_Run Truss T02 Truss Type COMMON Qty 3 Ply 1 28 Copper Run Job Reference (optional) I39641765 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-m5brje2Yj7CAbfI?U?ameA_tdn3lAU0FpoUBhoy84tG Scale = 1:61.1 1 2 3 4 5 6 10 9 8 7 2x4 4x6 3x6 3x8 3x4 3x4 4x6 4x6 2x4 10-5-810-5-8 20-11-010-5-8 3-8-2 3-8-2 10-5-8 6-9-6 17-2-14 6-9-6 20-11-0 3-8-2 21-10-0 0-11-0 1-3-09-11-91-3-010.00 12 Plate Offsets (X,Y)-- [7:0-2-12,0-2-0], [10:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.93 0.73 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.50 0.03 (loc) 8-10 7-8 7 l/defl >999 >492 n/a L/d 240 180 n/a PLATES MT20 Weight: 89 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-8: 2x4 SPF No.2, 1-10,5-7: 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=823/0-3-8, 7=890/0-3-8 Max Horz 10=-249(LC 4) Max Uplift 10=-26(LC 6), 7=-59(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-317/0, 2-3=-757/136, 3-4=-757/136, 4-5=-318/1 BOT CHORD 8-10=-100/627, 7-8=-3/620 WEBS 3-8=-21/493, 2-10=-738/159, 4-7=-749/141 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 5) 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. 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 17,2019 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 28_Copper_Run Truss T04 Truss Type PIGGYBACK BASE Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641766 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-EI9Ew_3AURK1DotB2j5?BNW5tBMovwNP2SEkEFy84tF Scale = 1:73.9 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 3x6 6x8 6x6 3x6 5x6 2x4 5x8 3x6 3x4 2x4 3x4 3x8 3x4 3x4 6x6 4x6 4x6 2x4 3x6 3x4 0-1-158-1-5 8-1-5 16-4-8 8-3-3 21-6-8 5-2-0 29-9-11 8-3-3 34-9-0 4-11-5 37-8-0 2-11-0 -0-11-0 0-11-0 8-1-5 8-1-5 16-4-8 8-3-3 21-6-8 5-2-0 29-9-11 8-3-3 34-9-0 4-11-5 36-9-0 2-0-0 37-8-0 0-11-0 1-1-03-0-612-0-02-7-012-0-08.00 12 Plate Offsets (X,Y)-- [6:0-4-8,0-1-12], [7:0-3-12,0-2-0], [10:0-2-15,Edge], [11:0-3-8,0-1-4], [14:0-2-8,0-1-8], [21: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-AS 0.70 0.94 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.56 0.11 (loc) 18-20 18-20 13 l/defl >999 >803 n/a L/d 240 180 n/a PLATES MT20 Weight: 184 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-18,6-18,6-17,7-17,9-17,2-21: 2x4 SPF No.2, 12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-9-4 max.): 6-7, 10-11. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-18, 6-17, 9-17 REACTIONS.(lb/size)21=1560/0-3-8, 13=1494/Mechanical Max Horz 21=276(LC 5) Max Uplift 21=-87(LC 6), 13=-56(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-271/12, 3-4=-1994/186, 4-6=-1570/245, 6-7=-1190/253, 7-9=-1573/240, 9-10=-1908/182, 10-11=-1318/107 BOT CHORD 20-21=-127/1549, 18-20=-127/1549, 17-18=0/1198, 15-17=-89/1550, 14-15=-99/1366, 13-14=-32/410 WEBS 4-20=0/319, 4-18=-465/186, 6-18=-32/456, 7-17=-12/475, 9-17=-470/162, 10-14=-1301/131, 11-14=-111/1616, 11-13=-1414/115, 3-21=-1893/138 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 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) 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) 21, 13. 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 17,2019 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 28_Copper_Run Truss T05 Truss Type PIGGYBACK BASE Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641767 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-iUjc8K4oFlSurySObQcFjb3Hfai4eOWYH6zImhy84tE Scale = 1:72.9 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 3x6 6x8 5x6 3x6 5x8 3x6 3x4 2x4 3x4 3x8 3x4 3x6 3x4 4x6 3x6 2x4 3x4 8-1-58-1-5 16-4-88-3-3 21-6-85-2-0 29-9-118-3-3 37-8-07-10-5 -0-11-0 0-11-0 8-1-5 8-1-5 16-4-8 8-3-3 21-6-8 5-2-0 29-9-11 8-3-3 37-8-0 7-10-5 1-1-012-0-01-3-012-0-08.00 12 Plate Offsets (X,Y)-- [6:0-4-8,0-1-12], [7:0-3-8,0-1-12], [10:0-2-8,0-2-0], [12:0-2-8,0-1-8], [18: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-AS 0.70 0.93 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.55 0.09 (loc) 15-17 15-17 11 l/defl >999 >809 n/a L/d 240 180 n/a PLATES MT20 Weight: 179 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,9-12,10-12,3-18: 2x3 SPF No.2, 10-11: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-9-6 max.): 6-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-15, 6-14, 9-14 REACTIONS.(lb/size)18=1556/0-3-8, 11=1491/Mechanical Max Horz 18=279(LC 5) Max Uplift 18=-88(LC 6), 11=-54(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-271/12, 3-4=-1988/188, 4-6=-1565/247, 6-7=-1183/255, 7-9=-1569/246, 9-10=-1971/180, 10-11=-1416/143 BOT CHORD 17-18=-101/1544, 15-17=-101/1544, 14-15=0/1194, 12-14=-61/1544, 11-12=-52/278 WEBS 4-17=0/319, 4-15=-465/186, 6-15=-31/459, 7-14=-17/473, 9-14=-474/174, 10-12=-12/1279, 3-18=-1888/140 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 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) 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) 18, 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 17,2019 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 28_Copper_Run Truss T06 Truss Type PIGGYBACK BASE Qty 4 Ply 1 28 Copper Run Job Reference (optional) I39641768 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-AgH_Lg5Q02alS61a987UGocRF_18NrhiVmjrI7y84tD Scale = 1:73.4 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 3x6 6x8 5x6 3x6 5x8 3x6 3x4 2x4 3x4 3x8 3x4 2x4 2x4 5x8 2x4 3x4 3x4 3x6 8-1-58-1-5 16-4-88-3-3 21-6-85-2-0 29-9-118-3-3 37-11-08-1-5 -0-11-0 0-11-0 8-1-5 8-1-5 16-4-8 8-3-3 21-6-8 5-2-0 29-9-11 8-3-3 37-11-0 8-1-5 38-10-0 0-11-0 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [6:0-4-8,0-1-12], [7:0-3-0,0-2-3], [13:Edge,0-2-0], [20: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-AS 0.71 0.94 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.62 0.12 (loc) 17-19 17-19 13 l/defl >999 >730 n/a L/d 240 180 n/a PLATES MT20 Weight: 176 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5,8-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-19,9-14,3-20,10-13: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-8-11 max.): 6-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-17, 6-16, 9-16 REACTIONS.(lb/size)20=1569/0-3-8, 13=1569/0-3-8 Max Horz 20=284(LC 5) Max Uplift 20=-88(LC 6), 13=-88(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-272/12, 3-4=-2008/190, 4-6=-1585/249, 6-7=-1211/257, 7-9=-1585/249, 9-10=-2008/190, 10-11=-272/12 BOT CHORD 19-20=-72/1560, 17-19=-72/1560, 16-17=0/1210, 14-16=-12/1560, 13-14=-12/1560 WEBS 4-19=0/318, 4-17=-465/186, 6-17=-31/455, 7-16=-21/456, 9-16=-464/186, 9-14=0/318, 3-20=-1907/142, 10-13=-1907/142 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 13. 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) 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 17,2019 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 28_Copper_Run Truss T07 Truss Type HIP Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641769 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-etrMZ?52nMic4Gcmjrejp08cpON96IwrkQSPqZy84tC Scale = 1:75.9 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 3x8 5x6 5x6 3x8 3x4 2x4 3x8 3x4 3x4 2x4 5x8 2x4 5x8 2x4 3x6 3x4 3x4 3x6 0-1-158-1-4 8-1-4 17-1-8 9-0-3 18-6-10 1-5-2 19-3-5 0-8-11 20-9-8 1-6-3 22-4-0 1-6-8 29-9-11 7-5-11 37-11-0 8-1-5 -0-11-0 0-11-0 8-1-4 8-1-4 17-1-8 9-0-3 19-3-5 2-1-13 20-9-8 1-6-3 22-4-0 1-6-8 29-9-11 7-5-11 37-11-0 8-1-5 38-10-0 0-11-0 1-1-012-4-112-6-01-1-012-4-18.00 12 Plate Offsets (X,Y)-- [6:0-3-2,Edge], [7:0-3-0,0-2-0], [13:Edge,0-2-4], [20:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.72 0.96 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.69 0.12 (loc) 14-16 14-16 13 l/defl >999 >652 n/a L/d 240 180 n/a PLATES MT20 Weight: 178 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5,8-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-19,9-14,3-20,10-13: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-5-8 max.): 6-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-17, 9-16, 7-17 REACTIONS.(lb/size)20=1569/0-3-8, 13=1569/0-3-8 Max Horz 20=293(LC 5) Max Uplift 20=-91(LC 6), 13=-91(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-264/19, 3-4=-2013/187, 4-6=-1571/247, 6-7=-1184/260, 7-9=-1570/247, 9-10=-2014/187, 10-11=-263/19 BOT CHORD 19-20=-81/1566, 17-19=-81/1566, 16-17=0/1184, 14-16=-11/1567, 13-14=-11/1567 WEBS 4-19=0/329, 4-17=-489/193, 6-17=-33/445, 9-16=-490/193, 9-14=0/330, 3-20=-1909/133, 10-13=-1910/133, 7-16=-34/445 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 13. 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) 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 17,2019 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 28_Copper_Run Truss T08 Truss Type HIP Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641770 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-63OkmL6gYgqTiQAzHZAyLDhp5ooSrj6_z4CyN0y84tB Scale = 1:77.3 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 3x6 5x8 5x8 3x6 3x4 2x4 4x6 6x16 2x4 3x6 3x6 3x8 4x8 3x6 3x6 4x8 3x6 4x10 5x12 2x4 0-1-152-3-8 2-3-8 8-1-5 5-9-13 15-6-8 7-5-3 23-3-8 7-9-0 29-9-11 6-6-3 37-11-0 8-1-5 -0-11-0 0-11-0 2-3-8 2-3-8 8-1-5 5-9-13 14-7-8 6-6-3 15-6-8 0-11-0 23-3-8 7-9-0 29-9-11 6-6-3 37-11-0 8-1-5 38-10-0 0-11-0 1-1-010-8-110-10-01-1-00-8-010-8-18.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [6:0-4-0,0-1-9], [8:0-4-0,0-1-9], [14:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.63 0.63 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.37 0.14 (loc) 16-17 18-19 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 198 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-21: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-18,8-18,8-16,10-16,6-19: 2x4 SPF No.2, 2-22: 2x4 SPF-S Stud 11-13: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-11-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 7-18 WEBS 1 Row at midpt 10-16 REACTIONS.(lb/size)22=1565/0-3-8, 13=1571/0-3-8 Max Horz 22=-255(LC 4) Max Uplift 22=-82(LC 6), 13=-84(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2348/175, 3-4=-2204/197, 4-6=-2219/349, 6-7=-1439/251, 7-8=-1433/253, 8-10=-1675/253, 10-11=-2014/193, 2-22=-1526/143, 11-13=-1487/192 BOT CHORD 19-20=-214/1987, 18-19=-48/1376, 7-18=-502/231, 14-16=-5/1559, 13-14=-73/473 WEBS 6-18=-230/695, 16-18=0/1135, 8-18=-147/337, 8-16=-35/395, 10-16=-370/154, 11-14=0/1093, 2-20=-98/1851, 6-19=-191/703, 4-19=-385/217 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 13. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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. 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 17,2019 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 28_Copper_Run Truss T09 Truss Type HIP Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641771 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-aFy7_h7JJzyKJal9qGhBuRE?TC4paAc8CkxVvSy84tA Scale = 1:69.4 1 2 3 4 5 6 7 8 9 1011 22 21 20 19 18 17 16 15 14 13 12 5x8 5x6 2x4 2x4 3x4 5x12 6x16 2x4 3x4 3x6 3x4 3x4 3x8 3x8 4x8 3x6 3x6 4x8 3x6 4x10 0-1-152-3-8 2-3-8 12-1-8 9-10-0 15-6-8 3-5-0 20-8-0 5-1-8 25-9-8 5-1-8 29-9-12 4-0-3 37-11-0 8-1-4 -0-11-0 0-11-0 2-3-8 2-3-8 7-2-8 4-11-0 12-1-8 4-11-0 15-6-8 3-5-0 20-8-0 5-1-8 25-9-8 5-1-8 29-9-12 4-0-3 37-11-0 8-1-4 38-10-0 0-11-0 1-1-09-0-19-2-01-1-00-8-09-0-18.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [5:0-4-0,0-1-9], [8:0-3-1,Edge], [13:0-2-8,0-1-8], [16:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.52 0.88 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.68 0.15 (loc) 19-20 19-20 12 l/defl >999 >660 n/a L/d 240 180 n/a PLATES MT20 Weight: 198 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-21: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-18,7-18,7-16,7-14,8-14: 2x4 SPF No.2, 2-22: 2x4 SPF-S Stud 10-12: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-4-8 max.): 5-8. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 6-18 WEBS 1 Row at midpt 7-16, 7-14 REACTIONS.(lb/size)22=1565/0-3-8, 12=1571/0-3-8 Max Horz 22=-216(LC 4) Max Uplift 22=-71(LC 6), 12=-73(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2250/161, 3-4=-2364/214, 4-5=-1930/238, 5-6=-1696/259, 6-7=-1691/258, 7-8=-1394/240, 8-9=-1753/268, 9-10=-2007/200, 2-22=-1544/141, 10-12=-1485/198 BOT CHORD 19-20=-175/1761, 18-19=-113/1536, 6-18=-280/113, 16-17=0/283, 14-16=-79/1620, 13-14=-8/1549, 12-13=-87/501 WEBS 4-20=-46/318, 4-19=-313/162, 5-19=-2/492, 5-18=-189/489, 16-18=-102/1353, 7-14=-528/145, 8-14=-78/692, 9-14=-287/129, 10-13=-53/1055, 2-20=-61/1802 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 12. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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. 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 17,2019 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 28_Copper_Run Truss T10 Truss Type HIP Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641772 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-2SWVB18x4H4BxjKLOzCQQemBbbSPJbYHQOh3Ruy84t9 Scale = 1:70.2 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 5x8 3x6 3x4 2x4 4x8 6x10 2x4 3x8 3x6 3x4 3x4 4x10 5x8 3x4 3x6 4x8 4x8 3x6 5x12 0-1-152-3-8 2-3-8 9-7-8 7-4-0 15-6-8 5-11-0 21-11-0 6-4-8 28-3-8 6-4-8 37-11-0 9-7-8 -0-11-0 0-11-0 2-3-8 2-3-8 9-7-8 7-4-0 15-6-8 5-11-0 21-11-0 6-4-8 28-3-8 6-4-8 32-10-3 4-6-11 37-11-0 5-0-13 38-10-0 0-11-0 1-1-07-4-17-6-01-1-00-8-07-4-18.00 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 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.50 0.73 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.46 0.18 (loc) 12-13 12-13 12 l/defl >999 >978 n/a L/d 240 180 n/a PLATES MT20 Weight: 171 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-20,5-16: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-17,6-17,8-15: 2x4 SPF No.2, 2-21: 2x4 SPF-S Stud 10-12: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-8-8 max.): 4-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 9-12 REACTIONS.(lb/size)21=1565/0-3-8, 12=1571/0-3-8 Max Horz 21=-177(LC 4) Max Uplift 21=-58(LC 6), 12=-60(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2395/212, 3-4=-2155/221, 4-5=-2159/281, 5-6=-2150/280, 6-8=-1976/277, 8-9=-1881/232, 9-10=-495/74, 2-21=-1521/148, 10-12=-462/111 BOT CHORD 18-19=-295/2092, 17-18=-188/1694, 5-17=-393/167, 13-15=-49/1518, 12-13=-63/1509 WEBS 3-18=-409/201, 4-18=0/359, 4-17=-199/765, 15-17=-163/1744, 6-17=-80/281, 6-15=-626/227, 8-15=-180/757, 8-13=0/277, 9-12=-1552/154, 2-19=-171/1932 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 12. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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. 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 17,2019 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 28_Copper_Run Truss T11 Truss Type HIP Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641773 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-Xe4tON9ZrbC2ZtvXyhjfzsJIX?nZ21fRf2QczLy84t8 Scale = 1:70.3 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 5x8 3x6 3x4 2x4 4x6 6x16 2x4 3x8 3x6 3x4 3x4 5x12 5x8 3x6 4x8 3x4 5x8 5x12 0-1-152-3-8 2-3-8 7-1-8 4-10-0 15-6-8 8-5-0 23-2-0 7-7-8 30-9-8 7-7-8 37-11-0 7-1-8 -0-11-0 0-11-0 2-3-8 2-3-8 7-1-8 4-10-0 15-6-8 8-5-0 23-2-0 7-7-8 30-9-8 7-7-8 37-11-0 7-1-8 38-10-0 0-11-0 1-1-05-8-15-10-01-1-00-8-05-8-18.00 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], [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 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.74 0.80 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.66 0.18 (loc) 16-17 16-17 11 l/defl >999 >686 n/a L/d 240 180 n/a PLATES MT20 Weight: 160 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 3-19,5-15: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-16,7-16,8-14,2-20,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-9-7 max.): 4-8. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)20=1569/0-3-8, 11=1569/0-3-8 Max Horz 20=138(LC 5) Max Uplift 20=-102(LC 5), 11=-102(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2325/225, 3-4=-2266/244, 4-5=-2984/373, 5-7=-2953/369, 7-8=-2548/310, 8-9=-2054/211, 2-20=-1529/165, 9-11=-1499/198 BOT CHORD 17-18=-297/1927, 16-17=-248/1859, 5-16=-528/213, 14-15=-59/312, 12-14=-104/1617, 11-12=-77/372 WEBS 4-17=0/327, 4-16=-272/1347, 14-16=-239/2260, 7-16=-106/486, 7-14=-748/256, 8-14=-231/1203, 9-12=-225/1293, 2-18=-208/1799 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 9 = 16% 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) 20=102, 11=102. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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. 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 17,2019 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 28_Copper_Run Truss T12 Truss Type PIGGYBACK BASE Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641774 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-?qeFcj9BcuKvA1UkWOEuV3sTrP4gnV?auiAAWny84t7 Scale = 1:73.3 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x6 6x8 5x6 5x6 5x6 4x6 5x8 3x6 3x4 2x4 3x4 3x8 3x4 3x4 2x4 4x8 3x6 2x4 3x4 0-1-158-1-5 8-1-5 16-4-8 8-3-3 21-6-8 5-2-0 29-9-11 8-3-3 34-3-0 4-5-5 37-8-0 3-5-0 -0-11-0 0-11-0 8-1-5 8-1-5 16-4-8 8-3-3 21-6-8 5-2-0 29-9-11 8-3-3 32-3-0 2-5-5 34-3-0 2-0-0 37-8-0 3-5-0 1-1-04-8-612-0-02-7-012-0-08.00 12 Plate Offsets (X,Y)-- [6:0-4-8,0-1-12], [7:0-3-0,0-2-3], [9:0-3-0,0-1-14], [10:0-3-1,Edge], [11:0-2-8,0-2-0], [20: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-AS 0.70 0.94 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.56 0.10 (loc) 17-19 17-19 12 l/defl >999 >805 n/a L/d 240 180 n/a PLATES MT20 Weight: 187 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-17,6-17,6-16,7-16,8-16,2-20: 2x4 SPF No.2, 11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-9-4 max.): 6-7, 9-10. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-17, 6-16, 8-16 REACTIONS.(lb/size)20=1560/0-3-8, 12=1494/Mechanical Max Horz 20=276(LC 5) Max Uplift 20=-87(LC 6), 12=-56(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-271/12, 3-4=-1994/186, 4-6=-1570/245, 6-7=-1191/254, 7-8=-1574/241, 8-9=-1841/180, 9-10=-987/123, 10-11=-1232/118, 11-12=-1452/126 BOT CHORD 19-20=-127/1549, 17-19=-127/1549, 16-17=0/1198, 14-16=-90/1548, 13-14=-91/1498 WEBS 4-19=0/319, 4-17=-465/186, 6-17=-32/456, 7-16=-11/474, 8-16=-467/161, 9-13=-1197/69, 10-13=0/404, 11-13=-71/1212, 3-20=-1893/138 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 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) 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) 20, 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 17,2019 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 28_Copper_Run Truss T13 Truss Type PIGGYBACK BASE Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641775 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-?qeFcj9BcuKvA1UkWOEuV3sTrP4fnUEauiAAWny84t7 Scale = 1:73.3 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 3x6 6x8 5x6 5x12 6x6 3x4 5x8 3x6 3x4 2x4 3x4 3x8 4x6 3x6 2x4 3x6 3x4 0-1-158-1-5 8-1-5 16-4-8 8-3-3 21-6-8 5-2-0 29-9-0 8-2-8 37-8-0 7-11-0 -0-11-0 0-11-0 8-1-5 8-1-5 16-4-8 8-3-3 21-6-8 5-2-0 29-9-0 8-2-8 31-9-0 2-0-0 37-8-0 5-11-0 1-1-06-4-612-0-02-7-012-0-08.00 12 Plate Offsets (X,Y)-- [6:0-4-8,0-1-12], [7:0-3-0,0-2-3], [8:0-6-0,0-1-14], [9:0-3-1,Edge], [10:0-1-12,0-1-8], [12:0-2-8,0-1-8], [18: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-AS 0.70 0.94 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.56 0.11 (loc) 15-17 15-17 11 l/defl >999 >805 n/a L/d 240 180 n/a PLATES MT20 Weight: 187 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,8-12,9-12,3-18: 2x3 SPF No.2, 10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-11-15 max.): 6-7, 8-9. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-15, 6-14, 8-14, 9-11 REACTIONS.(lb/size)18=1560/0-3-8, 11=1494/Mechanical Max Horz 18=276(LC 5) Max Uplift 18=-87(LC 6), 11=-56(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-271/12, 3-4=-1994/187, 4-6=-1570/246, 6-7=-1192/256, 7-8=-1574/240, 8-9=-1538/192 BOT CHORD 17-18=-127/1549, 15-17=-127/1549, 14-15=-3/1198, 12-14=-85/1553, 11-12=-62/1206 WEBS 4-17=0/318, 4-15=-465/186, 6-15=-31/460, 7-14=-7/475, 8-14=-469/149, 8-12=-900/172, 9-12=-66/1121, 9-11=-1640/76, 3-18=-1893/139 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 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) 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) 18, 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 17,2019 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 28_Copper_Run Truss T14 Truss Type PIGGYBACK BASE Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641776 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-T1Cdp3ApMCTloB3w36l72HOecpQwWutj6Mvj2Dy84t6 Scale = 1:73.5 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 3x6 6x8 5x6 6x6 5x6 5x6 5x8 3x6 3x4 2x4 3x4 3x8 3x4 4x8 3x6 2x4 3x4 0-1-158-1-5 8-1-5 16-4-8 8-3-3 21-6-8 5-2-0 29-3-0 7-8-8 37-8-0 8-5-0 -0-11-0 0-11-0 8-1-5 8-1-5 16-4-8 8-3-3 21-6-8 5-2-0 27-3-0 5-8-8 29-3-0 2-0-0 37-8-0 8-5-0 1-1-08-0-612-0-02-7-012-0-08.00 12 Plate Offsets (X,Y)-- [6:0-4-8,0-1-12], [7:0-4-4,0-2-4], [8:0-2-15,Edge], [9:0-3-1,Edge], [10:Edge,0-1-12], [18: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-AS 0.70 0.93 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.55 0.09 (loc) 15-17 15-17 11 l/defl >999 >820 n/a L/d 240 180 n/a PLATES MT20 Weight: 189 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,8-12,9-12,3-18: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-3-1 max.): 6-7, 8-9. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-15, 6-14, 8-14 REACTIONS.(lb/size)18=1560/0-3-8, 11=1494/Mechanical Max Horz 18=276(LC 5) Max Uplift 18=-87(LC 6), 11=-56(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-272/11, 3-4=-1993/187, 4-6=-1571/246, 6-7=-1183/253, 7-8=-1519/256, 8-9=-1271/200, 9-10=-1664/170, 10-11=-1416/150 BOT CHORD 17-18=-127/1548, 15-17=-127/1548, 14-15=-9/1200, 12-14=-58/1434 WEBS 4-17=0/317, 4-15=-464/186, 6-15=-28/467, 7-14=-39/504, 8-14=-436/150, 8-12=-623/65, 9-12=0/499, 10-12=-5/1185, 3-18=-1893/140 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 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) 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) 18, 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 17,2019 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 28_Copper_Run Truss T15 Truss Type PIGGYBACK BASE Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641777 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-xDm01PBR7VbcQLe6dpGMbUxpODm8FM4tL0fGafy84t5 Scale = 1:73.5 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 3x6 6x8 5x6 6x6 5x6 3x4 5x8 3x6 3x4 2x4 3x4 3x8 3x8 3x4 4x6 3x6 2x4 3x4 0-1-158-1-5 8-1-5 16-4-8 8-3-3 21-6-8 5-2-0 26-9-0 5-2-8 37-8-0 10-11-0 -0-11-0 0-11-0 8-1-5 8-1-5 16-4-8 8-3-3 21-6-8 5-2-0 24-9-0 3-2-8 26-9-0 2-0-0 32-1-4 5-4-4 37-8-0 5-6-12 1-1-09-8-612-0-02-7-012-0-08.00 12 Plate Offsets (X,Y)-- [6:0-4-8,0-1-12], [7:0-4-4,0-2-4], [8:0-2-15,Edge], [9:0-3-1,Edge], [12:0-2-12,0-2-0], [19:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.70 0.94 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.80 0.10 (loc) 12-13 12-13 12 l/defl >999 >559 n/a L/d 240 180 n/a PLATES MT20 Weight: 201 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-18,10-13,10-12,3-19: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-9-6 max.): 6-7, 8-9. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-16, 6-15, 8-15, 8-13, 10-12 REACTIONS.(lb/size)19=1560/0-3-8, 12=1494/Mechanical Max Horz 19=276(LC 5) Max Uplift 19=-87(LC 6), 12=-56(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-275/10, 3-4=-1992/188, 4-6=-1572/246, 6-7=-1174/255, 7-8=-1454/278, 8-9=-1230/213, 9-10=-1572/216 BOT CHORD 18-19=-127/1547, 16-18=-127/1547, 15-16=-16/1201, 13-15=-22/1329, 12-13=-83/1157 WEBS 4-18=0/312, 4-16=-462/187, 6-16=-18/500, 7-15=-83/572, 8-15=-486/141, 8-13=-446/101, 9-13=-33/536, 10-12=-1569/152, 3-19=-1890/142 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 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) 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) 19, 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 17,2019 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 28_Copper_Run Truss T16 Truss Type PIGGYBACK BASE Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641778 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-PPJOElC3upjT1VDJBXob7iU_8c6N_w_0agOq66y84t4 Scale = 1:80.4 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 3x6 6x8 5x6 5x8 5x6 3x6 5x8 3x6 3x4 2x4 3x4 3x8 3x8 3x4 3x6 2x4 4x6 2x4 4x6 3x4 0-1-158-1-5 8-1-5 16-4-8 8-3-3 21-6-8 5-2-0 24-3-0 2-8-8 31-9-11 7-6-10 37-8-0 5-10-5 -0-11-0 0-11-0 8-1-5 8-1-5 16-4-8 8-3-3 21-6-8 5-2-0 22-3-0 0-8-8 24-3-0 2-0-0 31-9-11 7-6-10 37-8-0 5-10-5 1-1-011-4-612-0-02-7-012-0-08.00 12 Plate Offsets (X,Y)-- [6:0-4-8,0-1-12], [7:0-4-4,0-2-4], [8:0-4-0,0-1-14], [9:0-3-1,Edge], [12:Edge,0-1-12], [14:0-2-8,0-1-8], [16:0-1-12,0-0-0], [21: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-AS 0.70 0.94 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.52 0.09 (loc) 18-20 18-20 13 l/defl >999 >863 n/a L/d 240 180 n/a PLATES MT20 Weight: 214 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-20,11-14,12-14,3-21: 2x3 SPF No.2, 12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-9-6 max.): 6-7, 8-9. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-18, 6-17, 8-17, 8-15, 11-15 REACTIONS.(lb/size)21=1560/0-3-8, 13=1494/Mechanical Max Horz 21=276(LC 5) Max Uplift 21=-87(LC 6), 13=-42(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-275/10, 3-4=-1992/188, 4-6=-1572/247, 6-7=-1176/256, 7-8=-1311/269, 8-9=-1169/246, 9-11=-1534/237, 11-12=-1551/154, 12-13=-1443/133 BOT CHORD 20-21=-127/1547, 18-20=-127/1547, 17-18=-23/1201, 15-17=0/1200, 14-15=-66/1226 WEBS 4-20=0/312, 4-18=-454/187, 6-18=-18/500, 7-17=-74/468, 8-17=-382/102, 8-15=-333/172, 9-15=-13/406, 11-14=-349/112, 12-14=-62/1275, 3-21=-1890/143 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 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) 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) 21, 13. 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 17,2019 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 28_Copper_Run Truss T17 Truss Type PIGGYBACK BASE Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641779 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-tctmS4Cif7rKfeoVlEJqgv09v0ShjNDApK8NfYy84t3 Scale = 1:72.7 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 3x6 6x8 5x6 3x6 5x8 3x6 3x4 2x4 3x4 3x8 3x4 3x6 2x4 4x6 2x4 3x6 3x4 8-1-58-1-5 16-4-88-3-3 23-6-87-2-0 31-9-118-3-3 37-8-05-10-5 -0-11-0 0-11-0 8-1-5 8-1-5 16-4-8 8-3-3 23-6-8 7-2-0 31-9-11 8-3-3 37-8-0 5-10-5 1-1-012-0-02-7-012-0-08.00 12 Plate Offsets (X,Y)-- [6:0-4-8,0-1-12], [7:0-3-4,0-2-4], [12:0-2-8,0-1-8], [18:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.70 0.93 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.52 0.09 (loc) 15-17 15-17 11 l/defl >999 >868 n/a L/d 240 180 n/a PLATES MT20 Weight: 178 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,9-12,10-12,3-18: 2x3 SPF No.2, 10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-0-2 max.): 6-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-15, 6-14, 9-14 REACTIONS.(lb/size)18=1560/0-3-8, 11=1494/Mechanical Max Horz 18=276(LC 5) Max Uplift 18=-87(LC 6), 11=-45(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-274/10, 3-4=-1992/188, 4-6=-1572/247, 6-7=-1146/252, 7-9=-1518/238, 9-10=-1558/153, 10-11=-1447/131 BOT CHORD 17-18=-128/1546, 15-17=-128/1546, 14-15=-28/1203, 12-14=-68/1237 WEBS 4-17=0/313, 4-15=-449/187, 6-15=-19/497, 7-14=0/428, 9-12=-344/121, 10-12=-67/1296, 3-18=-1892/143 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 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) 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) 18, 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 17,2019 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 28_Copper_Run Truss T18 Truss Type HIP Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641780 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-LoR8fQDKQQzBHoMhIxq3C7ZHUQo5SqWJ1_twB_y84t2 Scale = 1:77.6 1 2 3 4 5 6 7 8 9 10 18 17 16 15 1413 12 11 3x6 5x6 5x6 3x6 5x8 3x6 3x4 2x4 3x4 3x8 3x4 3x6 3x4 5x6 3x6 2x4 3x4 0-1-158-6-7 8-6-7 16-10-6 8-3-15 23-0-10 6-2-4 30-3-1 7-2-7 37-8-0 7-4-15 -0-11-0 0-11-0 8-6-7 8-6-7 16-10-6 8-3-15 23-0-10 6-2-4 30-3-1 7-2-7 37-8-0 7-4-15 1-1-012-1-1512-3-152-7-012-1-158.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-0], [7:0-3-1,Edge], [10:Edge,0-1-12], [12:0-2-8,0-1-8], [18: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-AS 0.84 0.92 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.46 0.09 (loc) 15-17 15-17 11 l/defl >999 >965 n/a L/d 240 180 n/a PLATES MT20 Weight: 181 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,9-12,10-12,3-18: 2x3 SPF No.2, 10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-2-3 max.): 6-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-15, 6-14, 9-14 REACTIONS.(lb/size)18=1560/0-3-8, 11=1494/Mechanical Max Horz 18=281(LC 5) Max Uplift 18=-89(LC 6), 11=-47(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-301/0, 3-4=-1984/189, 4-6=-1558/250, 6-7=-1127/253, 7-9=-1484/252, 9-10=-1632/167, 10-11=-1423/144 BOT CHORD 17-18=-127/1538, 15-17=-127/1538, 14-15=-11/1185, 12-14=-55/1268 WEBS 4-17=0/319, 4-15=-465/191, 6-15=-27/503, 6-14=-261/130, 7-14=-21/437, 10-12=-40/1238, 3-18=-1883/158 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 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) 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) 18, 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 17,2019 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 28_Copper_Run Truss T19 Truss Type HIP Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641781 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-p_?WsmEyBk52uyxusfLIlK5Vrq8GBHqTGddUjRy84t1 Scale = 1:72.8 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 3x6 5x6 5x6 4x6 5x8 3x6 3x4 2x4 3x8 3x4 3x8 3x4 3x6 3x4 2x4 3x4 3x6 0-1-157-5-12 7-5-12 14-4-6 6-10-9 25-6-10 11-2-4 32-5-3 6-10-9 37-8-0 5-2-13 -0-11-0 0-11-0 7-5-12 7-5-12 14-4-6 6-10-9 19-11-8 5-7-2 25-6-10 5-7-2 32-5-3 6-10-9 37-8-0 5-2-13 1-1-010-5-1510-7-152-7-010-5-158.00 12 Plate Offsets (X,Y)-- [6:0-3-1,Edge], [8:0-3-1,Edge], [12:0-2-8,0-1-8], [18: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-AS 0.67 0.92 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.90 0.09 (loc) 13-15 13-15 11 l/defl >999 >496 n/a L/d 240 180 n/a PLATES MT20 Weight: 180 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-17,9-12,10-12,3-18: 2x3 SPF No.2, 10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-10-12 max.): 6-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-15, 7-15, 7-13 REACTIONS.(lb/size)18=1560/0-3-8, 11=1494/Mechanical Max Horz 18=242(LC 5) Max Uplift 18=-80(LC 6), 11=-36(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-290/6, 3-4=-1977/196, 4-6=-1661/241, 6-7=-1318/241, 7-8=-1212/233, 8-9=-1572/228, 9-10=-1490/156, 10-11=-1440/140 BOT CHORD 17-18=-130/1531, 15-17=-130/1531, 13-15=-73/1362, 12-13=-75/1184 WEBS 4-15=-292/174, 6-15=-15/513, 7-13=-411/186, 8-13=-2/490, 9-12=-434/96, 10-12=-78/1259, 3-18=-1866/160 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 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) 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) 18, 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 17,2019 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 28_Copper_Run Truss T20 Truss Type HIP Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641782 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-IAZv46Fay2DvW6W4QMsXIYecaEX?wgxcVHM1Fty84t0 Scale = 1:68.8 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 5x6 3x6 3x4 4x10 3x6 3x8 2x4 2x4 3x8 3x8 3x4 3x6 5x6 3x6 2x4 3x4 0-1-1511-10-6 11-10-6 19-11-8 8-1-2 28-0-10 8-1-2 37-8-0 9-7-6 -0-11-0 0-11-0 7-0-10 7-0-10 11-10-6 4-9-12 19-11-8 8-1-2 28-0-10 8-1-2 32-10-5 4-9-11 37-8-0 4-9-11 1-1-08-9-158-11-152-7-08-9-158.00 12 Plate Offsets (X,Y)-- [5:0-3-1,Edge], [8:0-3-1,Edge], [11:Edge,0-1-8], [17:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.93 0.70 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.74 0.10 (loc) 16-17 16-17 11 l/defl >999 >603 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* 15-17: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-16,9-12,9-11,3-17: 2x3 SPF No.2, 10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-1-15 max.): 5-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-16, 6-12, 9-11 REACTIONS.(lb/size)17=1560/0-3-8, 11=1494/Mechanical Max Horz 17=203(LC 5) Max Uplift 17=-68(LC 6), 11=-24(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-493/0, 3-4=-1942/225, 4-5=-1752/238, 5-6=-1433/230, 6-8=-1258/216, 8-9=-1579/219 BOT CHORD 16-17=-183/1501, 14-16=-150/1685, 12-14=-150/1685, 11-12=-89/1106 WEBS 5-16=-13/567, 6-16=-468/186, 6-14=0/289, 6-12=-685/173, 8-12=0/501, 9-12=-86/334, 9-11=-1592/156, 3-17=-1789/279 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 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) 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) 17, 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 17,2019 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 28_Copper_Run Truss T21 Truss Type HIP Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641783 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-IAZv46Fay2DvW6W4QMsXIYec2ETlwkocVHM1Fty84t0 Scale = 1:68.8 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 5x6 3x6 5x6 4x6 3x8 3x8 2x4 3x4 3x4 3x4 3x4 3x8 5x6 3x6 2x4 3x4 0-1-159-4-6 9-4-6 19-11-8 10-7-2 30-6-10 10-7-2 37-8-0 7-1-6 -0-11-0 0-11-0 4-3-10 4-3-10 9-4-6 5-0-11 16-5-2 7-0-12 23-5-14 7-0-12 30-6-10 7-0-12 37-8-0 7-1-6 1-1-07-1-157-3-152-7-07-1-158.00 12 Plate Offsets (X,Y)-- [5:0-3-1,Edge], [9:0-3-1,Edge], [10:Edge,0-1-12], [12:0-2-0,0-1-8], [17:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.90 0.91 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.71 0.11 (loc) 12-14 12-14 11 l/defl >999 >635 n/a L/d 240 180 n/a PLATES MT20 Weight: 152 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* 6-16,8-12: 2x4 SPF No.2, 10-11,2-17: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-9-5 max.): 5-9. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-16, 8-12 REACTIONS.(lb/size)17=1560/0-3-8, 11=1494/Mechanical Max Horz 17=164(LC 5) Max Uplift 17=-67(LC 5), 11=-73(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1923/218, 4-5=-1877/218, 5-6=-1538/219, 6-8=-2035/251, 8-9=-1263/196, 9-10=-1626/176, 10-11=-1438/154 BOT CHORD 16-17=-216/1454, 14-16=-263/2023, 12-14=-229/1931 WEBS 5-16=0/618, 6-16=-747/220, 8-14=0/327, 8-12=-982/227, 9-12=-11/502, 10-12=-100/1252, 3-17=-1933/214 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 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) 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) 17, 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 17,2019 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 28_Copper_Run Truss T22 Truss Type HIP Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641784 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-mN7HHSGCjLLm8G5G_4NmqlBoZdrwfA4ljx6boJy84t? Scale = 1:68.8 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 5x6 3x6 4x6 6x8 3x6 2x4 3x6 3x4 2x4 3x12 5x6 3x6 2x4 3x4 3x6 3x4 0-1-156-10-6 6-10-6 15-6-11 8-8-5 24-4-5 8-9-9 33-0-10 8-8-5 37-8-0 4-7-6 -0-11-0 0-11-0 6-10-6 6-10-6 15-6-11 8-8-5 24-4-5 8-9-9 33-0-10 8-8-5 37-8-0 4-7-6 1-1-05-6-05-7-152-7-05-6-08.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-0], [8:0-3-0,0-2-0], [9:0-2-12,0-2-0], [11:0-2-8,0-1-8], [13:0-3-0,0-1-8], [14:0-2-8,0-1-8], [17: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-AS 0.85 0.78 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.64 0.11 (loc) 14-16 14-16 10 l/defl >999 >701 n/a L/d 240 180 n/a PLATES MT20 Weight: 149 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 8-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-17: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-14,5-13,8-13,2-17: 2x4 SPF No.2, 9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-0-9 max.): 4-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-13 REACTIONS.(lb/size)17=1560/0-3-8, 10=1494/Mechanical Max Horz 17=126(LC 5) Max Uplift 17=-119(LC 5), 10=-134(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-280/32, 3-4=-2013/230, 4-5=-2709/377, 5-7=-2546/337, 7-8=-2547/338, 8-9=-1440/167, 9-10=-1469/146 BOT CHORD 16-17=-225/1578, 14-16=-227/1576, 13-14=-385/2708, 11-13=-109/1174 WEBS 4-16=0/271, 4-14=-276/1385, 5-14=-523/245, 7-13=-561/229, 8-13=-276/1630, 8-11=-471/153, 9-11=-136/1300, 3-17=-1854/172 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 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=119, 10=134. 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 17,2019 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 28_Copper_Run Truss T23 Truss Type COMMON Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641785 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-EZhfVoGqUfTdmQgSXnu?NzjxA1COOb4vybr8Kmy84t_ Scale = 1:59.3 1 2 3 4 5 6 7 12 11 10 89 4x6 4x6 3x8 3x8 3x4 3x4 3x4 4x6 3x4 10-1-010-1-0 11-11-01-10-0 20-2-08-3-0 -0-11-0 0-11-0 4-7-4 4-7-4 10-1-0 5-5-12 15-6-12 5-5-12 20-2-0 4-7-4 21-1-0 0-11-0 1-3-09-7-131-3-010.00 12 Plate Offsets (X,Y)-- [8:0-2-12,0-2-0], [12:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.99 0.70 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.55 0.02 (loc) 10-12 10-12 8 l/defl >656 >256 n/a L/d 240 180 n/a PLATES MT20 Weight: 89 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-10: 2x4 SPF No.2, 2-12,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)12=815/0-3-8, 8=797/0-3-8, 9=106/0-3-8 Max Horz 12=-231(LC 4) Max Uplift 12=-72(LC 6), 8=-78(LC 7) Max Grav 12=815(LC 1), 8=797(LC 1), 9=156(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-354/65, 3-4=-629/163, 4-5=-629/163, 5-6=-255/85, 2-12=-334/96, 6-8=-290/108 BOT CHORD 10-12=-93/534, 9-10=-5/528, 8-9=-5/528 WEBS 4-10=-87/359, 3-12=-520/92, 5-8=-587/70 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8. 5) 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. 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 17,2019 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 28_Copper_Run Truss T24 Truss Type COMMON Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641786 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-ilF1i8HSFzbUNZFf5VQEvAG6wRYd72I2BFbhrCy84sz Scale = 1:59.3 1 2 3 4 5 6 11 10 9 78 4x6 3x4 4x6 3x8 3x8 3x4 3x4 3x4 4x6 10-1-010-1-0 11-11-01-10-0 20-2-08-3-0 -0-11-0 0-11-0 4-7-4 4-7-4 10-1-0 5-5-12 15-6-12 5-5-12 20-2-0 4-7-4 1-3-09-7-131-3-010.00 12 Plate Offsets (X,Y)-- [7:0-2-12,0-2-0], [11:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.99 0.70 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.55 0.02 (loc) 9-11 9-11 7 l/defl >656 >255 n/a L/d 240 180 n/a PLATES MT20 Weight: 88 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-9: 2x4 SPF No.2, 2-11,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)11=816/0-3-8, 7=731/0-3-8, 8=106/0-3-8 Max Horz 11=241(LC 5) Max Uplift 11=-72(LC 6), 7=-45(LC 7) Max Grav 11=816(LC 1), 7=731(LC 1), 8=156(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-354/66, 3-4=-631/162, 4-5=-632/163, 5-6=-254/62, 2-11=-334/96 BOT CHORD 9-11=-103/536, 8-9=-21/535, 7-8=-21/535 WEBS 4-9=-87/361, 3-11=-522/91, 5-7=-590/86 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7. 5) 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. 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 17,2019 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 28_Copper_Run Truss TG01 Truss Type GABLE Qty 1 Ply 2 28 Copper Run Job Reference (optional) I39641787 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-XvcIzBMDqpLd5UipSlXe9RWICsdfXgYxZB203sy84st Scale = 1:69.6 Sheet Front Right Option 8-1-0 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 19 18 17 16 15 49 40 53 31 41 39 51 52 54 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 4x6 8x8 8x8 4x6 6x10 12x12 4x10 10x10 4x10 12x12 6x16 4x6 5x12 4x8 3x4 3x4 3x4 4x8 3x6 8x8 8x10 3x6 3x6 10x16 2-0-0 3-0-03-8-08-1-0 9-6-3 2-3-40-3-151-6-46-6-4 6-6-4 12-10-13 6-4-9 14-10-8 1-11-11 17-3-12 2-5-4 21-8-0 4-4-4 23-5-8 1-9-8 29-9-0 6-3-8 -0-11-0 0-11-0 4-4-12 4-4-12 8-7-12 4-3-1 10-1-0 1-5-4 12-10-13 2-9-13 14-10-8 1-11-11 16-10-3 1-11-11 17-3-12 0-5-9 21-1-4 3-9-8 25-4-4 4-3-1 29-9-0 4-4-12 1-3-012-0-01-3-012-0-010.00 12 Plate Offsets (X,Y)-- [2:0-9-4,Edge], [6:0-3-14,0-1-8], [7:0-6-4,0-4-0], [8:0-6-4,0-4-0], [10:0-4-6,0-1-8], [11:0-1-14,Edge], [13:0-2-12,0-0-0], [13:0-3-12,0-2-4], [14:0-6-4,0-0-1], [15:0-6-0,0-6-8], [16:0-7-4,0-5-4], [17:0-1-8,0-5-12], [19:0-6-0,0-6-12], [36:0-2-0,0-0-4], [43:0-0-0,0-0-1], [44:0-2-0,0-0-4], [46:0-1-12,0-0-11], [51:0-4-8 ,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.36 0.60 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.20 0.03 (loc) 17-19 17-19 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 811 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x10 SP No.1 WEBS 2x3 SPF No.2 *Except* 7-17,9-16: 2x4 SPF No.2 13-36,36-43,43-44,44-45,45-46,46-49,49-50: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-6-0, Right 2x4 SPF-S Stud 2-8-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-5 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. WEBS 1 Row at midpt 16-51 JOINTS 1 Brace at Jt(s): 31, 41, 49, 51, 53 REACTIONS.(lb/size)2=5738/0-3-8, 14=5580/0-5-8, 16=12280/0-3-8 Max Horz 2=262(LC 4) Max Uplift 2=-913(LC 5), 14=-418(LC 6), 16=-777(LC 6) Max Grav 2=5750(LC 9), 14=5580(LC 1), 16=12280(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-6344/734, 4-6=-6190/782, 6-7=-915/77, 7-8=-395/71, 8-9=-611/154, 9-10=-660/94, 10-12=-3496/380, 12-14=-3651/327 BOT CHORD 2-19=-688/4663, 17-19=-523/3928, 15-16=-142/1676, 14-15=-194/2662 WEBS 4-19=-43/370, 6-19=-730/4519, 6-17=-1668/423, 17-49=-15/473, 40-49=-18/513, 7-40=-18/505, 16-53=-3502/316, 31-53=-3364/308, 10-31=-3378/306, 10-15=-420/4527, 39-41=-420/64, 16-51=-4837/363, 9-39=-429/198, 49-51=-2470/302, 8-41=-40/297, 7-41=-297/40, 8-39=-126/334, 17-51=-418/5758, 51-52=-7/624, 52-54=-7/618, 10-54=-7/616, 6-49=-2421/301 NOTES-(15-16) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) 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. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Vertical gable studs spaced at 1-4-0 oc and horizontal gable studs spaced at 3-2-8 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.Continued on page 2 December 17,2019 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 28_Copper_Run Truss TG01 Truss Type GABLE Qty 1 Ply 2 28 Copper Run Job Reference (optional) I39641787 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:34 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-XvcIzBMDqpLd5UipSlXe9RWICsdfXgYxZB203sy84st NOTES-(15-16) 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 11) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=913, 14=418, 16=777. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 29 lb up at 28-4-3 on top chord, and 1770 lb down and 794 lb up at 3-4-4, 1474 lb down and 146 lb up at 5-4-4, 1474 lb down and 85 lb up at 7-4-4, 1474 lb down and 50 lb up at 9-4-4, 1474 lb down and 48 lb up at 11-4-4, 1474 lb down and 59 lb up at 13-4-4, 1474 lb down and 57 lb up at 15-4-4, 1474 lb down and 54 lb up at 17-3-12, 1474 lb down and 68 lb up at 19-4-4, 1474 lb down and 68 lb up at 21-4-4, 36 lb down and 75 lb up at 21-8-4, 1474 lb down and 68 lb up at 23-4-4, 36 lb down and 75 lb up at 23-8-4, 1474 lb down and 68 lb up at 25-4-4, 36 lb down and 75 lb up at 25-8-4, 1474 lb down and 68 lb up at 27-4-4, 36 lb down and 75 lb up at 27-8-4, and 0 lb down and 4 lb up at 28-4-3, and 1479 lb down and 61 lb up at 29-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 15) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 16) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-60, 7-8=-60, 8-14=-60, 55-66=-20, 18-66=-60, 18-59=-20 Concentrated Loads (lb) Vert: 15=-1510(F=-36, B=-1474) 16=-1474(B) 59=-1479(B) 64=-1770(B) 65=-1474(B) 66=-1474(B) 67=-1474(B) 68=-1474(B) 69=-1474(B) 70=-1474(B) 71=-1474(B) 72=-1474(B) 73=-36(F) 74=-1474(B) 75=-36(F) 76=-1474(B) 77=-36(F) 78=4(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 28_Copper_Run Truss TG02 Truss Type HIP GIRDER Qty 1 Ply 2 28 Copper Run Job Reference (optional) I39641788 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-TIj3OtNUMQcLLosBZAZ6EsbblfFp?dcE1VX67ky84sr Scale = 1:70.4 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 5x6 3x6 2x4 2x4 4x6 4x6 2x4 3x6 3x4 4x8 2x4 4x8 6x10 4x8 2x4 3x12 5x6 3x6 4x6 2x4 4x6 4x8 0-1-22-3-8 2-3-8 4-7-8 2-4-0 10-1-0 5-5-8 15-6-8 5-5-8 18-3-9 2-9-1 25-9-9 7-5-15 33-3-8 7-5-15 37-11-0 4-7-8 -0-11-0 0-11-0 2-3-8 2-3-8 4-7-8 2-4-0 10-1-0 5-5-8 15-6-8 5-5-8 18-3-9 2-9-1 25-9-9 7-5-15 33-3-8 7-5-15 37-11-0 4-7-8 38-10-0 0-11-0 1-1-04-0-144-2-01-1-00-8-04-0-148.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [4:0-3-0,0-2-3], [10:0-3-0,0-2-3], [11:0-2-14,0-2-0], [14:0-2-8,0-1-8], [17:0-2-8,0-2-0], [19:0-6-4,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.48 0.88 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.36 -0.62 0.17 (loc) 19-20 15-17 13 l/defl >999 >728 n/a L/d 240 180 n/a PLATES MT20 Weight: 301 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 23-24: 2x4 SPF-S Stud, 3-23,6-18: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-15,10-15: 2x4 SPF No.2, 2-24,11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-10 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-11-9 oc bracing: 19-20 8-10-14 oc bracing: 15-17. REACTIONS.(lb/size)24=1979/0-3-8, 13=1979/0-3-8 Max Horz 24=100(LC 4) Max Uplift 24=-725(LC 4), 13=-724(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2882/1165, 3-4=-2946/1255, 4-5=-4567/1991, 5-6=-4567/1991, 6-7=-5862/2546, 7-9=-4252/1852, 9-10=-4252/1852, 10-11=-2525/1026, 2-24=-1944/746, 11-13=-1912/718 BOT CHORD 21-22=-1035/2367, 20-21=-1084/2465, 19-20=-2582/5913, 6-19=-253/586, 15-17=-2095/4812, 14-15=-819/2055 WEBS 4-20=-1103/2443, 5-20=-427/217, 6-20=-1549/690, 17-19=-2080/4802, 7-19=-691/1568, 7-17=-1311/660, 7-15=-644/296, 9-15=-619/406, 10-15=-1133/2488, 11-14=-839/1926, 2-22=-928/2257 NOTES-(12-13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x3 - 1 row at 0-9-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) 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) 24=725, 13=724. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 December 17,2019 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 28_Copper_Run Truss TG02 Truss Type HIP GIRDER Qty 1 Ply 2 28 Copper Run Job Reference (optional) I39641788 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:37 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-xUHRbDO67kkCyyRN7u4Ln48mU3a2k4sNF9GggAy84sq NOTES-(12-13) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 44 lb down and 41 lb up at 4-11-8, 49 lb down and 41 lb up at 6-11-8, 49 lb down and 41 lb up at 8-11-8, 49 lb down and 41 lb up at 10-11-8, 49 lb down and 41 lb up at 12-11-8, 49 lb down and 41 lb up at 14-11-8, 52 lb down and 69 lb up at 16-11-8, 52 lb down and 69 lb up at 18-11-8, 52 lb down and 69 lb up at 20-11-8, 52 lb down and 69 lb up at 22-11-8, 52 lb down and 69 lb up at 24-11-8, 52 lb down and 69 lb up at 26-11-8, 52 lb down and 69 lb up at 28-11-8, and 52 lb down and 69 lb up at 30-11-8, and 46 lb down and 69 lb up at 32-11-8 on top chord, and 100 lb down and 77 lb up at 2-11-8, 28 lb down and 46 lb up at 4-11-8, 28 lb down and 46 lb up at 6-11-8, 28 lb down and 46 lb up at 8-11-8, 28 lb down and 46 lb up at 10-11-8, 28 lb down and 46 lb up at 12-11-8, 28 lb down and 46 lb up at 14-11-8, 23 lb down and 18 lb up at 16-11-8, 23 lb down and 18 lb up at 18-11-8, 23 lb down and 18 lb up at 20-11-8, 23 lb down and 18 lb up at 22-11-8, 23 lb down and 18 lb up at 24-11-8, 23 lb down and 18 lb up at 26-11-8, 23 lb down and 18 lb up at 28-11-8, 23 lb down and 18 lb up at 30-11-8, and 23 lb down and 18 lb up at 32-11-8, and 100 lb down and 76 lb up at 34-11-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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, 2-4=-60, 4-10=-60, 10-11=-60, 11-12=-60, 23-24=-20, 19-22=-20, 13-18=-20 Concentrated Loads (lb) Vert: 25=-13(B) 26=-13(B) 27=-13(B) 28=-13(B) 29=-13(B) 30=-13(B) 31=-26(B) 32=-26(B) 33=-26(B) 34=-26(B) 35=-26(B) 36=-26(B) 37=-26(B) 38=-26(B) 39=-26(B) 40=-100 41=-28(B) 42=-28(B) 43=-28(B) 44=-28(B) 45=-28(B) 46=-28(B) 47=-16(B) 48=-16(B) 49=-16(B) 50=-16(B) 51=-16(B) 52=-16(B) 53=-16(B) 54=-16(B) 55=-16(B) 56=-100 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 28_Copper_Run Truss TG04 Truss Type HALF HIP GIRDER Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641789 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-PhrpoZPku1s3a60ahbbaJHhrYTxzTV0WUp0DCdy84sp Scale = 1:66.1 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 5x6 3x6 3x4 4x8 10x10 5x8 5x8 3x6 4x6 3x4 4x6 4x8 3x6 5x8 0-1-24-4-6 4-4-6 15-4-12 11-0-6 26-5-2 11-0-6 37-8-0 11-2-14 -0-11-0 0-11-0 4-4-6 4-4-6 12-7-11 8-3-5 20-10-15 8-3-5 29-2-4 8-3-5 37-8-0 8-5-12 1-1-03-10-133-11-153-10-138.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-3], [9:Edge,0-3-8], [10:Edge,0-2-8], [15:0-3-0,0-2-12], [16:Edge,0-8-2], [16:0-1-12,0-0-0] 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-MSH 0.85 0.77 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.45 -0.78 0.16 (loc) 11-13 11-13 10 l/defl >989 >573 n/a L/d 240 180 n/a PLATES MT20 Weight: 180 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x3 SPF No.2 *Except* 9-10,2-16: 2x4 SPF-S Stud, 4-15: 2x4 SPF No.2 8-10: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-8 max.): 3-9. BOT CHORD Rigid ceiling directly applied or 5-5-0 oc bracing. WEBS 1 Row at midpt 8-10 2 Rows at 1/3 pts 4-15 REACTIONS.(lb/size)10=1790/Mechanical, 16=1924/0-3-8 Max Horz 16=128(LC 5) Max Uplift 10=-782(LC 3), 16=-674(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2495/946, 3-4=-2060/827, 4-6=-4645/1985, 6-8=-4026/1730, 2-16=-1840/649 BOT CHORD 13-15=-1930/4360, 11-13=-2141/4767, 10-11=-1552/3411 WEBS 3-15=-353/958, 4-15=-2531/1231, 4-13=-90/627, 6-11=-879/487, 8-11=-290/1070, 8-10=-3633/1653, 2-15=-789/1837 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; cantilever left and right exposed ; end vertical left 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=782, 16=674. 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) 41 lb down and 28 lb up at 3-10-4, 50 lb down and 66 lb up at 5-10-4, 50 lb down and 66 lb up at 7-10-4, 50 lb down and 66 lb up at 9-10-4, 50 lb down and 66 lb up at 11-10-4, 50 lb down and 66 lb up at 13-10-4, 50 lb down and 66 lb up at 15-10-4, 50 lb down and 66 lb up at 17-10-4, 50 lb down and 66 lb up at 19-10-4, 50 lb down and 66 lb up at 21-10-4, 50 lb down and 66 lb up at 23-10-4, 50 lb down and 66 lb up at 25-10-4, 50 lb down and 66 lb up at 27-10-4, 50 lb down and 66 lb up at 29-10-4, 50 lb down and 66 lb up at 31-10-4, and 50 lb down and 66 lb up at 33-10-4, and 50 lb down and 66 lb up at 35-10-4 on top chord, and 86 lb down and 48 lb up at 1-10-4, 42 lb down and 46 lb up at 3-10-4, 19 lb down and 19 lb up at 5-10-4, 19 lb down and 19 lb up at 7-10-4, 19 lb down and 19 lb up at 9-10-4, 19 lb down and 19 lb up at 11-10-4, 19 lb down and 19 lb up at 13-10-4, 19 lb down and 19 lb up at 15-10-4, 19 lb down and 19 lb up at 17-10-4, 19 lb down and 19 lb up at 19-10-4, 19 lb down and 19 lb up at 21-10-4, 19 lb down and 19 lb up at 23-10-4, 19 lb down and 19 lb up at 25-10-4, 19 lb down and 19 lb up at 27-10-4, 19 lb down and 19 lb up at 29-10-4, 19 lb down and 19 lb up at 31-10-4, and 19 lb down and 19 lb up at 33-10-4, and 19 lb down and 19 lb up at 35-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on page 2 December 17,2019 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 28_Copper_Run Truss TG04 Truss Type HALF HIP GIRDER Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641789 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:38 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-PhrpoZPku1s3a60ahbbaJHhrYTxzTV0WUp0DCdy84sp 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-9=-60, 10-16=-20 Concentrated Loads (lb) Vert: 14=-13(F) 7=-19(F) 12=-13(F) 17=-14(F) 18=-19(F) 19=-19(F) 20=-19(F) 21=-19(F) 22=-19(F) 23=-19(F) 24=-19(F) 25=-19(F) 26=-19(F) 27=-19(F) 28=-19(F) 29=-19(F) 30=-19(F) 31=-19(F) 32=-19(F) 33=-86 34=-42(F) 35=-13(F) 36=-13(F) 37=-13(F) 38=-13(F) 39=-13(F) 40=-13(F) 41=-13(F) 42=-13(F) 43=-13(F) 44=-13(F) 45=-13(F) 46=-13(F) 47=-13(F) 48=-13(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 28_Copper_Run Truss TG05 Truss Type HALF HIP GIRDER Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641790 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-ttPB0uQMfL_wCGbmEJ6psVDB5tTHCA8gjTlnk3y84so Scale = 1:14.3 1 2 3 4 7 6 5 4x6 2x4 2x4 2x4 2x4 2x4 1-2-131-2-13 3-3-82-0-11 -0-11-0 0-11-0 1-2-13 1-2-13 3-3-8 2-0-11 1-3-02-1-112-3-51-10-30-3-82-1-1110.00 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-MR 0.16 0.06 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 6 6 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 3-3-8 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=190/0-3-8, 5=106/0-1-8 Max Horz 7=80(LC 5) Max Uplift 7=-49(LC 5), 5=-35(LC 6) 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 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) * 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) 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) 69 lb down and 23 lb up at 1-2-13 on top chord, and 14 lb up at 1-2-13, and 3 lb down and 16 lb up at 1-5-0 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=7(B) December 17,2019 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 28_Copper_Run Truss TG06 Truss Type HALF HIP GIRDER Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641791 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-ttPB0uQMfL_wCGbmEJ6psVDATtSuC9pgjTlnk3y84so Scale = 1:18.1 1 2 3 4 8 7 6 5 2x4 2x4 2x4 2x4 2x4 4x6 2x4 2-1-62-1-6 2-3-80-2-2 3-6-01-2-8 -0-11-0 0-11-0 2-1-6 2-1-6 2-3-8 0-2-2 3-6-0 1-2-8 1-3-02-10-63-0-31-10-140-11-82-2-60-8-02-10-610.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-10] 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 0.20 0.08 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 -0.01 (loc) 6 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 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)8=204/0-3-8, 5=120/0-1-8 Max Horz 8=102(LC 13) Max Uplift 8=-30(LC 5), 5=-63(LC 5) 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 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) * 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) 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) 8, 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) 35 lb down and 41 lb up at 2-1-6 on top chord, and 8 lb down and 22 lb up at 2-1-12 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, 7-8=-20, 5-6=-20 Concentrated Loads (lb) Vert: 7=-3(F) 3=-0(F) December 17,2019 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 28_Copper_Run Truss TG07 Truss Type HALF HIP GIRDER Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641792 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-L3zZDEQ_Qf6npPAyo0d2PimLIHoxxdMpx7VKGVy84sn Scale = 1:18.1 1 2 3 4 7 6 5 4x6 2x4 2x4 2x4 2x4 2x4 2-1-62-1-6 3-6-01-4-10 -0-11-0 0-11-0 2-1-6 2-1-6 3-6-0 1-4-10 1-3-02-10-63-0-32-6-140-3-82-10-610.00 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-MR 0.19 0.10 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 3-6-0 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=204/0-3-8, 5=120/0-1-8 Max Horz 7=102(LC 5) Max Uplift 7=-31(LC 5), 5=-62(LC 5) 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 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) * 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) 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) 35 lb down and 41 lb up at 2-1-6 on top chord, and 8 lb down and 22 lb up at 2-1-6 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: 3=-0(B) 6=-3(B) December 17,2019 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 28_Copper_Run Truss V01 Truss Type VALLEY Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641793 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-qFXyRaRcByEeRZl9Mj9HxwJXzg8Lg4jzAnEtpyy84sm Scale = 1:6.9 1 2 3 2x4 2x4 2x4 2-10-12 2-10-12 0-0-40-10-23.50 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.13 0.09 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: 4 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=80/2-9-14, 3=80/2-9-14 Max Horz 1=20(LC 5) Max Uplift 1=-6(LC 4), 3=-8(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 17,2019 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 28_Copper_Run Truss V02 Truss Type GABLE Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641794 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-qFXyRaRcByEeRZl9Mj9HxwJXhg7Qg10zAnEtpyy84sm Scale = 1:61.3 1 2 3 4 5 6 7 13 12 11 10 9 814153x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 23-2-323-2-3 11-5-8 11-5-8 23-2-3 11-8-11 0-2-109-9-40-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.15 0.14 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 81 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 23-2-3. (lb) - Max Horz 1=-219(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 12=-123(LC 6), 13=-113(LC 6), 9=-123(LC 7), 8=-113(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=383(LC 1), 12=501(LC 10), 13=354(LC 1), 9=501(LC 11), 8=354(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-262/173, 5-9=-262/173 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 12=123, 13=113, 9=123, 8=113. 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 17,2019 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 28_Copper_Run Truss V03 Truss Type GABLE Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641795 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-IS5KewSFyGMV3jJLwRgWU7riL4TJPUS6PR_RLOy84sl Scale = 1:53.0 1 2 3 4 5 6 7 13 12 11 10 9 83x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 20-2-1520-2-15 10-1-8 10-1-8 20-2-15 10-1-8 0-0-48-5-40-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.16 0.17 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-2-15. (lb) - Max Horz 1=-188(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 13, 8 except 12=-128(LC 6), 9=-127(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 13, 8 except 10=400(LC 1), 12=429(LC 10), 9=429(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-267/177, 5-9=-267/177 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 13, 8 except (jt=lb) 12=128, 9=127. 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 17,2019 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 28_Copper_Run Truss V04 Truss Type GABLE Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641796 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-mefisGTtjaULgtuXT8Bl0LOtgUnR8ylGe5j_tqy84sk Scale = 1:44.8 1 2 3 4 5 9 8 7 610113x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 17-0-917-0-9 8-6-4 8-6-4 17-0-9 8-6-4 0-0-47-1-40-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.18 0.30 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-0-9. (lb) - Max Horz 1=158(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-142(LC 6), 6=-142(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=390(LC 1), 9=450(LC 10), 6=450(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-291/186, 4-6=-291/186 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=142, 6=142. 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 17,2019 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 28_Copper_Run Truss V05 Truss Type GABLE Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641797 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-EqC43cTVUtcCI1Tk1si_ZYx2Qu9stPqPslTYPGy84sj Scale = 1:36.7 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 13-10-213-10-2 6-11-1 6-11-1 13-10-2 6-11-1 0-0-45-9-40-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.18 0.10 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-10-2. (lb) - Max Horz 1=126(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-116(LC 6), 6=-116(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=313(LC 10), 6=313(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=116, 6=116. 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 17,2019 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 28_Copper_Run Truss V06 Truss Type GABLE Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641798 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-EqC43cTVUtcCI1Tk1si_ZYx2Pu7YtPAPslTYPGy84sj Scale = 1:28.4 1 2 3 43x6 4x6 3x6 2x4 10-7-1210-7-12 5-3-14 5-3-14 10-7-12 5-3-14 0-0-44-5-40-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.18 0.24 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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=211/10-7-12, 3=211/10-7-12, 4=366/10-7-12 Max Horz 1=95(LC 5) Max Uplift 1=-18(LC 6), 3=-25(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 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) 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 17,2019 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 28_Copper_Run Truss V07 Truss Type GABLE Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641799 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 17 15:58:03 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-nS?cqd5dgBGLlhQPR5gJTuStbpbpIJ3cggThGmy80CI Scale = 1:21.6 1 2 3 42x4 3x4 2x4 2x4 3-8-113-8-11 7-5-53-8-11 3-8-11 3-8-11 7-5-5 3-8-11 0-0-43-1-40-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.37 0.25 0.04 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 2x3 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 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=152/7-5-5, 3=152/7-5-5, 4=230/7-5-5 Max Horz 1=-66(LC 4) Max Uplift 1=-22(LC 7), 3=-27(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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 1 and 27 lb uplift at joint 3. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 17,2019 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 28_Copper_Run Truss V08 Truss Type Valley Qty 1 Ply 1 28 Copper Run Job Reference (optional) I39641800 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JB_wUDZmw_QjvOcwwoDytXzIWBu-i1mSGyU7FBk3wB2wbZDD6mTEHIS1ctjY5PC5yjy84si Scale = 1:11.6 1 2 3 2x4 2x4 2x4 0-0-50-0-5 4-2-154-2-10 2-1-8 2-1-8 4-2-15 2-1-8 0-0-41-9-40-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.11 0.29 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: 7 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 4-2-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=147/4-2-5, 3=147/4-2-5 Max Horz 1=-36(LC 4) Max Uplift 1=-5(LC 6), 3=-5(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 17,2019 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 28_Copper_Run Truss V10 Truss Type Valley Qty 2 Ply 1 28 Copper Run Job Reference (optional) I39641801 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-ADKrUIVl?VswXKd69HkSez0JMhlrLJwiK3yeU9y84sh Scale = 1:39.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 45 7 6 9 10 8 4x10 3x4 3x6 3x4 3x6 4x10 3x4 2x4 3x4 3x4 2-0-0 4-0-02-10-0 2-10-0 -0-6-0 0-6-0 1-5-0 1-5-0 2-10-0 1-5-0 3-4-0 0-6-0 5-10-137-1-05-10-1310.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge], [4:0-3-4,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.48 0.51 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 4 4-5 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 65 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 8 REACTIONS.(lb/size)7=139/2-10-0, 6=139/2-10-0 Max Horz 7=221(LC 5) Max Uplift 7=-273(LC 4), 6=-273(LC 5) Max Grav 7=309(LC 5), 6=309(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=273, 6=273. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 17,2019 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 28_Copper_Run Truss V11 Truss Type Valley Qty 2 Ply 1 28 Copper Run Job Reference (optional) I39641802 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-ePuDheWNmo_n9UCIi_FhBBYUq55a4lnrYihC0by84sg Scale: 3/8"=1' 1 2 3 4 5 8 7 6 3x6 3x6 3x4 3x6 3x6 2x4 2-10-02-10-0 -0-6-0 0-6-0 1-5-0 1-5-0 2-10-0 1-5-0 3-4-0 0-6-0 4-6-135-9-04-6-1310.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge], [4:0-3-4,0-0-0], [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.49 0.48 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4 4 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 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)8=91/2-10-0, 6=91/2-10-0, 7=101/2-10-0 Max Horz 8=176(LC 5) Max Uplift 8=-172(LC 4), 6=-171(LC 5) Max Grav 8=159(LC 5), 6=159(LC 4), 7=101(LC 1) 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) The Fabrication Tolerance at joint 2 = 12%, joint 4 = 12% 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=172, 6=171. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) 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.). THIS COMPONENT IS TO BE USED INCONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. December 17,2019 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 28_Copper_Run Truss V12 Truss Type Valley Qty 2 Ply 1 28 Copper Run Job Reference (optional) I39641803 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-ePuDheWNmo_n9UCIi_FhBBYYb59I4m9rYihC0by84sg Scale = 1:25.4 1 2 3 4 5 8 7 6 2x4 3x4 3x4 3x4 2x4 2x4 2-10-02-10-0 -0-6-0 0-6-0 1-5-0 1-5-0 2-10-0 1-5-0 3-4-0 0-6-0 3-2-134-5-03-2-1310.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [4:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.25 0.24 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4 4 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=91/2-10-0, 6=91/2-10-0, 7=100/2-10-0 Max Horz 8=-132(LC 4) Max Uplift 8=-95(LC 4), 6=-95(LC 5) Max Grav 8=92(LC 10), 6=92(LC 11), 7=100(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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.). THIS COMPONENT IS TO BE USED INCONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. December 17,2019 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 28_Copper_Run Truss V13 Truss Type Valley Qty 2 Ply 1 28 Copper Run Job Reference (optional) I39641804 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-6cSbvzX?X66enenVGinwjO5ltVXlpE6?nMRlY2y84sf Scale = 1:18.5 1 2 3 4 5 8 7 6 2x4 2x4 3x4 2x4 2x4 2x4 2-10-02-10-0 -0-6-0 0-6-0 1-5-0 1-5-0 2-10-0 1-5-0 3-4-0 0-6-0 1-10-133-1-01-10-1310.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.09 0.10 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4 4 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=92/2-10-0, 6=92/2-10-0, 7=99/2-10-0 Max Horz 8=87(LC 5) Max Uplift 8=-53(LC 7), 6=-53(LC 6) Max Grav 8=93(LC 10), 6=93(LC 11), 7=99(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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.). THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM.THIS DIAPHRAGM MUST BE CAPABLE OFTRANSFERRING ROOF LOADS TO THE GROUNDWITH NEGLIGIBLE LATERAL DEFLECTIONS. December 17,2019 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 28_Copper_Run Truss V14 Truss Type VALLEY Qty 2 Ply 1 28 Copper Run Job Reference (optional) I39641805 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 10:39:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cl?7YvwYsBnLnjSQfa95ktzam7n-bo0z6JXeIQEVOoMhqPI9GcexEvtTYhi800AJ5Uy84se Scale = 1:11.6 1 2 3 5 4 3x6 2x4 3x6 2-10-02-10-0 1-5-0 1-5-0 2-10-0 1-5-0 0-6-131-9-00-6-1310.00 12 Plate Offsets (X,Y)-- [1:0-3-8,0-1-8], [2:0-2-0,Edge], [3:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.05 0.07 0.00 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: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 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=102/2-10-0, 4=102/2-10-0 Max Horz 5=-40(LC 4) Max Uplift 5=-4(LC 7), 4=-4(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 17,2019 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