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HomeMy WebLinkAboutI40997555.1_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). April 15,2020 Liu, Xuegang Pages or sheets covered by this seal: I40997555 thru I40997622 My license renewal date for the state of Indiana is July 31, 2020. 1_Copper_Run 1 Copper Run IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss GE01 Truss Type GABLE Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997555 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:35:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-TKIeaL1p0jkx1izmJ5lmJJTLsffGqq8MkGJYoWzQQrO Scale = 1:50.0 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-9-8 12-9-8 -0-11-0 0-11-0 6-4-12 6-4-12 12-9-8 6-4-12 13-8-8 0-11-0 1-5-137-10-91-5-1312.00 12 Plate Offsets (X,Y)-- [8:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.09 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 181 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-9-8. (lb) - Max Horz 16=167(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 12 except 15=-117(LC 10), 11=-121(LC 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. TOP CHORD 4-5=-149/329, 5-6=-149/329 WEBS 5-13=-395/113 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 3-4-12, Corner(3R) 3-4-12 to 9-4-12, Exterior(2N) 9-4-12 to 10-8-8, Corner(3E) 10-8-8 to 13-8-8 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10, 14, 12 except (jt=lb) 15=117, 11=121. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss GE02 Truss Type GABLE Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997556 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:35:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-PiQP_133XK?fH078RWoEOkYeCTIvIp3fBaoftPzQQrM Scale = 1:72.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1819 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 2120 38 39 40 41 44 42 45 43484750 49 46 51 3x4 3x6 4x6 3x4 3x6 3x4 4-0-0 2-0-08-7-8 8-7-8 9-11-8 1-4-0 11-3-8 1-4-0 19-11-0 8-7-8 -0-11-0 0-11-0 8-7-8 8-7-8 9-11-8 1-4-0 11-3-8 1-4-0 19-11-0 8-7-8 20-10-0 0-11-0 1-5-1311-5-51-5-1312.00 12 Plate Offsets (X,Y)-- [20:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.20 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.01 (loc) 19 18 20 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 395 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* 2-37,18-20: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-31, 12-26 JOINTS 1 Brace at Jt(s): 38, 39, 40, 41, 46, 47 REACTIONS.All bearings 19-11-0. (lb) - Max Horz 37=228(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 31, 32, 33, 34, 35, 26, 25, 24, 23, 22, 28 except 37=-288(LC 8), 20=-269(LC 9), 36=-516(LC 10), 21=-510(LC 11) Max Grav All reactions 250 lb or less at joint(s) 31, 32, 33, 34, 35, 26, 25, 24, 23, 22, 28, 29, 27 except 37=631(LC 10), 20=622(LC 11), 36=307(LC 8), 21=293(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-37=-341/157, 2-3=-366/175, 17-18=-361/164, 18-20=-338/157 NOTES-(11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 1-11-8, Exterior(2N) 1-11-8 to 6-11-8, Corner(3R) 6-11-8 to 12-11-8, Exterior(2N) 12-11-8 to 17-10-0, Corner(3E) 17-10-0 to 20-10-0 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) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 31, 32, 33, 34, 35, 26, 25, 24, 23, 22, 28 except (jt=lb) 37=288, 20=269, 36=516, 21=510. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss GE03 Truss Type GABLE Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997557 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:35:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-L5X9Pj4J3yFNWJGXYxqiT9e1cG1fmiZyfuHmxHzQQrK Scale = 1:42.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-5-0 9-5-0 -1-0-0 1-0-0 4-8-8 4-8-8 9-5-0 4-8-8 10-5-0 1-0-0 1-5-06-1-81-5-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.17 0.06 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 121 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 9-5-0. (lb) - Max Horz 20=134(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 15, 14 except 20=-147(LC 6), 12=-134(LC 7), 19=-140(LC 7), 13=-131(LC 6) Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-103/278, 6-7=-103/278 WEBS 6-16=-323/72 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 2-0-8, Corner(3R) 2-0-8 to 7-4-8, Corner(3E) 7-4-8 to 10-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18, 15, 14 except (jt=lb) 20=147, 12=134, 19=140, 13=131. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss GE06 Truss Type Half Hip Supported Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997558 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:35:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-pH5Xd35yqFNE8Trj6eLx0MACcgN4VCp5tY0JTkzQQrJ Scale = 1:9.9 1 2 3 4 6 5 3x4 3x4 3x4 3x4 3x4 2-10-0 2-10-0 -1-0-0 1-0-0 0-6-0 0-6-0 2-10-0 2-4-0 1-1-01-5-08.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [4:Edge,0-2-8], [5:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=2-10-0, 5=2-10-0 Max Horz 6=39(LC 7) Max Uplift 6=-9(LC 10), 5=-13(LC 7) Max Grav 6=187(LC 1), 5=97(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 2-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss GE07 Truss Type Roof Special Supported Gable Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997559 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:35:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-ITfwqP6abZV4ldQwgMsAYajOX4j2Ee1F6Cms0AzQQrI Scale = 1:16.512 3 4 7 6 5 3x4 3x4 5x6 3x4 3x4 4x6 2-3-7 2-3-7 4-6-8 2-3-1 1-9-8 1-9-8 4-6-8 2-9-0 5-6-8 1-0-0 1-5-02-8-110-10-111-3-111-5-08.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-2-8], [6:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.06 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 1-2. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-3-8 Max Horz 7=-61(LC 6) Max Uplift 5=-21(LC 11) Max Grav 7=165(LC 1), 5=248(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-276/0 NOTES-(8-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 1-9-8, Exterior(2R) 1-9-8 to 2-6-8, Exterior(2E) 2-6-8 to 5-6-8 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss GE08 Truss Type GABLE Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997560 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:35:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-mgDI2l6CMtdxNn?6E3NP5nGRHUvFz1COLrVQYczQQrH Scale = 1:62.9 1 2 3 4 6 5 3x6 3x4 3x4 3x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 9-5-0 9-5-0 4-8-8 4-8-8 9-5-0 4-8-8 10-5-0 1-0-0 10-10-01-5-012.00 12 Plate Offsets (X,Y)-- [1:0-0-9,0-1-8], [3:0-2-0,0-1-4], [5:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.59 0.64 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.51 0.00 (loc) 5-6 5-6 5 l/defl >426 >214 n/a L/d 240 180 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-6: 2x4 SPF No.2, 3-5: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-6 REACTIONS. (size)6=0-3-8, 5=0-3-8 Max Horz 6=-294(LC 6) Max Uplift 6=-124(LC 6) Max Grav 6=425(LC 18), 5=463(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-311/151, 3-5=-302/137 WEBS 2-6=-251/168 NOTES-(7-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 4-4-11, Interior(1) 4-4-11 to 7-5-0, Exterior(2R) 7-5-0 to 10-5-0 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 1-4-0 oc. 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) except (jt=lb) 6=124. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss GE09 Truss Type GABLE Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997561 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:35:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-EsngF57q7Alo?xaInmvee?oiDtNiiXBYaVFz43zQQrG Scale = 1:66.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 15 14 13 12 11 10 93x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-10-13 10-10-13 11-3-10 0-4-13 0-0-410-10-212.00 12 Plate Offsets (X,Y)-- [8:0-3-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.25 0.18 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 204 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 7-10 REACTIONS.All bearings 11-3-10. (lb) - Max Horz 1=292(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 10, 11, 12, 13, 14, 15 except 9=-105(LC 9) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 10, 11, 12, 13, 14, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-306/204, 2-3=-256/157 NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 8-0-14, Exterior(2E) 8-0-14 to 11-0-14 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10, 11, 12, 13, 14, 15 except (jt=lb) 9=105. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss J01 Truss Type Jack-Open Qty 5 Ply 1 1 Copper Run Job Reference (optional) I40997562 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:35:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-i2L2TQ8SuUtfc49ULUQtACLupHjfR0oho9_XdVzQQrF Scale = 1:15.1 1 2 5 3 4 3x4 3x4 3-0-8 3-0-8 -1-0-0 1-0-0 3-0-8 3-0-8 0-11-02-5-42-0-92-5-46.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.14 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=47(LC 10) Max Uplift 5=-1(LC 10), 3=-33(LC 10) Max Grav 5=194(LC 1), 3=73(LC 1), 4=55(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss J02 Truss Type Jack-Open Qty 11 Ply 1 1 Copper Run Job Reference (optional) I40997563 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:35:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-AFvQgm94fo?WEEkhvBx6jQuyDh0FAT2q1pk49xzQQrE Scale = 1:30.3 1 2 5 3 4 3x8 MT18HS 3x6 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-5-05-5-04-10-95-5-012.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.54 0.30 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.02 -0.08 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 14 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=122(LC 10) Max Uplift 3=-91(LC 10), 4=-4(LC 10) Max Grav 5=229(LC 1), 3=117(LC 17), 4=75(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss J03 Truss Type Jack-Open Qty 6 Ply 1 1 Copper Run Job Reference (optional) I40997564 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-eRSpt6AiQ57NsOJtTvSLFdQ7z5MUvwI_GTTdhOzQQrD Scale = 1:30.3 1 2 5 3 4 3x8 MT18HS 3x6 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-5-05-5-04-10-95-5-012.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.54 0.30 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.02 -0.08 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 14 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=122(LC 10) Max Uplift 3=-91(LC 10), 4=-4(LC 10) Max Grav 5=229(LC 1), 3=117(LC 17), 4=75(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss J04 Truss Type Half Hip Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997565 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-6d0B5SALBPFETYt30czaorzNwVmaeNk7U7DBDqzQQrC Scale = 1:24.6 1 2 3 4 7 6 5 8 3x4 3x4 3x4 3x4 4x6 3x4 2-10-11 2-10-11 4-0-0 1-1-5 -1-0-0 1-0-0 2-10-11 2-10-11 4-0-0 1-1-5 1-5-04-3-1112.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [3:0-4-8,0-2-0], [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.05 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 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 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=122(LC 7) Max Uplift 5=-56(LC 7) Max Grav 5=146(LC 17), 7=229(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 2-10-11, Exterior(2E) 2-10-11 to 3-10-12 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) 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) 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss J05 Truss Type Jack-Open Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997566 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-6d0B5SALBPFETYt30czaorzOZVl7eNY7U7DBDqzQQrC Scale = 1:17.9 1 2 5 3 4 3x4 3x4 2-10-0 2-10-0 -1-0-0 1-0-0 2-10-0 2-10-0 1-1-02-11-112-6-72-11-118.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.17 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=59(LC 10) Max Uplift 3=-40(LC 10) Max Grav 5=187(LC 1), 3=71(LC 17), 4=51(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss J06 Truss Type Jack-Open Qty 15 Ply 1 1 Copper Run Job Reference (optional) I40997567 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-aqaZIoBzyjN55iSGaKUpK2WTju26MqoHjnykmGzQQrB Scale = 1:29.7 1 2 5 3 4 3x8 MT18HS 3x6 3-10-8 3-10-8 -1-0-0 1-0-0 3-10-8 3-10-8 1-5-05-3-84-9-15-3-812.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.53 0.29 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.02 -0.07 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 13 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=119(LC 10) Max Uplift 3=-89(LC 10), 4=-4(LC 10) Max Grav 5=224(LC 1), 3=113(LC 17), 4=72(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss J07 Truss Type Half Hip Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997568 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-308xW8Cbj0Vyjs1S81?2tG2jDISy5HRQyRiHIizQQrA Scale = 1:25.2 1 2 3 4 7 6 5 4x6 3x4 3x4 3x4 3x8 3x4 3-0-0 3-0-0 3-10-8 0-10-8 -1-0-0 1-0-0 3-0-0 3-0-0 3-10-8 0-10-8 1-5-04-5-012.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [3:0-4-8,0-2-0], [5:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.22 0.06 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 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 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=125(LC 7) Max Uplift 5=-60(LC 7) Max Grav 5=146(LC 17), 7=225(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 3-0-0, Exterior(2E) 3-0-0 to 3-9-4 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss J08 Truss Type Jack-Open Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997569 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-XCiJjUDDUKdpK?ceikXHQTbtMimPqkHaB5Rrq9zQQr9 Scale = 1:18.3 1 2 5 3 4 3x4 3x6 2-11-7 2-10-14 -1-7-13 1-7-13 2-11-7 2-11-7 1-5-03-0-100-4-132-7-133-0-106.66 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.26 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-3, 3=Mechanical, 4=Mechanical Max Horz 5=55(LC 10) Max Uplift 3=-36(LC 10) Max Grav 5=250(LC 1), 3=57(LC 17), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss J09 Truss Type Jack-Open Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997570 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-?PGixqDrEelgy9BrFS2Wyh84Q66zZBXjPlBOMbzQQr8 Scale = 1:18.5 1 2 5 3 4 3x4 3x4 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 1-1-03-1-02-7-133-1-08.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.18 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=62(LC 10) Max Uplift 3=-43(LC 10) Max Grav 5=192(LC 1), 3=76(LC 17), 4=54(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss J10 Truss Type Jack-Open Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997571 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-?PGixqDrEelgy9BrFS2Wyh80U64nZBXjPlBOMbzQQr8 Scale = 1:22.8 1 2 3 6 4 5 3x8 MT18HS 3x6 3x6 2-6-5 2-6-5 3-10-8 1-4-3 -1-0-0 1-0-0 2-6-5 2-6-5 3-10-8 1-4-3 1-5-03-11-53-7-133-11-512.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [3:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.43 0.23 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.10 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 13 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=Mechanical, 5=Mechanical Max Horz 6=85(LC 10) Max Uplift 4=-43(LC 10) Max Grav 6=224(LC 1), 4=98(LC 1), 5=72(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss J11 Truss Type Jack-Open Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997572 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-Tbq48AET?xtXaJm1p9ZmVugCjWRxIensePwyv1zQQr7 Scale: 3/4"=1' 1 2 3 6 4 5 3x6 3x4 3x8 MT18HS 1-2-5 1-2-5 3-10-8 2-8-3 -1-0-0 1-0-0 1-2-5 1-2-5 3-10-8 2-8-3 1-5-02-7-52-4-132-7-512.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [3:0-5-6,0-0-14], [6:0-3-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.33 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.09 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 11 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=Mechanical, 5=Mechanical Max Horz 6=49(LC 7) Max Uplift 4=-30(LC 7) Max Grav 6=224(LC 1), 4=95(LC 1), 5=74(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss J12 Truss Type Jack-Open Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997573 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-xnOSLVF5mF0NBTLDNt4?16DR5vpP1510t3gVRUzQQr6 Scale = 1:11.4 1 2 5 3 43x8 1-9-10 1-9-10 -1-0-10 1-0-10 1-9-10 1-9-10 0-10-111-8-50-4-81-3-131-8-55.37 12 Plate Offsets (X,Y)-- [2:0-0-9,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.10 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-7, 3=Mechanical, 4=Mechanical Max Horz 5=30(LC 7) Max Uplift 5=-8(LC 10), 3=-17(LC 10) Max Grav 5=161(LC 1), 3=30(LC 1), 4=31(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss J12A Truss Type Jack-Open Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997574 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-PzxqZrGkXZ8EpdwPxabEaJmcrJ9emYH95jP2zwzQQr5 Scale = 1:11.4 1 2 5 3 43x8 1-9-11 1-9-11 -1-0-10 1-0-10 1-9-11 1-9-11 0-10-111-8-60-4-81-3-141-8-65.37 12 Plate Offsets (X,Y)-- [2:0-0-9,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.10 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-7, 3=Mechanical, 4=Mechanical Max Horz 5=30(LC 7) Max Uplift 5=-8(LC 10), 3=-17(LC 10) Max Grav 5=161(LC 1), 3=30(LC 1), 4=31(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss J13 Truss Type Jack-Open Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997575 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-tAVCmBHMIsG5RnVcUI6T7XImtjUtV?XJKN9cVMzQQr4 Scale = 1:15.1 1 2 5 3 4 3x8 3-5-10 3-5-3 -1-0-10 1-0-10 3-5-10 3-5-10 0-10-102-5-45.37 12 Plate Offsets (X,Y)-- [2:0-0-9,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-15, 3=Mechanical, 4=Mechanical Max Horz 5=48(LC 10) Max Uplift 5=-5(LC 10), 3=-34(LC 10) Max Grav 5=214(LC 1), 3=85(LC 1), 4=63(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss J13A Truss Type Jack-Open Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997576 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-tAVCmBHMIsG5RnVcUI6T7XImtjUxV?XJKN9cVMzQQr4 Scale = 1:15.1 1 2 5 3 4 3x4 3x4 3-4-13 3-4-13 -1-1-7 1-1-7 3-4-13 3-4-13 0-11-02-5-45.37 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-9, 3=Mechanical, 4=Mechanical Max Horz 5=47(LC 10) Max Uplift 5=-6(LC 10), 3=-33(LC 10) Max Grav 5=216(LC 1), 3=82(LC 1), 4=61(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss M01 Truss Type Monopitch Qty 3 Ply 1 1 Copper Run Job Reference (optional) I40997577 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 16:15:16 2020 Page 1 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-28D2IxUcah09J_qp_Wxkhj?pIpUAvTYm00BJNqzQQGP Scale = 1:18.6 1 2 3 4 5 6 73x4 3x4 3x4 3x8 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 7-2-8 3-2-8 0-9-03-1-132-1-04.00 12 Plate Offsets (X,Y)-- [2:0-2-11,0-6-6], [2:Edge,0-1-6], [3:0-2-0,0-1-4], [5:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 2-5 2-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=427/Mechanical, 2=141/0-3-0 Max Horz 2=82(LC 7) Max Uplift 5=-98(LC 7), 2=-2(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-389/388 NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-2-8, Exterior(2E) 4-2-8 to 7-2-8 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 5 and 2 lb uplift at joint 2. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss M02 Truss Type Monopitch Qty 4 Ply 1 1 Copper Run Job Reference (optional) I40997578 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-qYdzBtIcqUWpg4e_cj9xCyN6YX9Izv0bohejaFzQQr2 Scale = 1:13.2 1 2 3 5 4 3x4 3x6 3x4 3-11-8 3-11-8 -1-0-0 1-0-0 3-11-8 3-11-8 0-9-02-0-131-9-50-3-82-0-134.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-0, 4=0-1-8 Max Horz 5=56(LC 7) Max Uplift 5=-36(LC 6), 4=-10(LC 10) Max Grav 5=226(LC 1), 4=136(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) 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. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss PB01 Truss Type GABLE Qty 11 Ply 1 1 Copper Run Job Reference (optional) I40997579 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-IlBLPDJEbnegIEDBAQgAk9wIkwV_iLyl0LNG6hzQQr1 Scale = 1:16.8 2 3 4 6 1 7 8 5 4x6 3x4 3x4 2x4 7-2-0 7-2-0 3-7-0 3-7-0 7-2-0 3-7-0 2-4-110-1-40-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.07 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 7-2-0. (lb) - Max Horz 1=39(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 5, 2, 4 except 1=-113(LC 17) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=276(LC 17), 4=271(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 3-3-5, Corner(3R) 3-3-5 to 3-10-11, Corner(3E) 3-10-11 to 6-10-11 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2, 4 except (jt=lb) 1=113. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss PB02 Truss Type GABLE Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997580 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-mxljcZKsM5mXwOoNj7BPHNTSrKqNRoWuF?7pe7zQQr0 Scale = 1:13.8 2 3 4 5 1 6 3x4 3x4 3x6 3x6 7-2-0 7-2-0 1-11-4 1-11-4 5-2-12 3-3-8 7-2-0 1-11-4 1-3-80-1-40-1-81-2-08.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [4:0-2-0,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-2-0, 6=7-2-0, 2=7-2-0, 5=7-2-0 Max Horz 1=-20(LC 6) Max Uplift 1=-163(LC 3), 6=-163(LC 3) Max Grav 2=363(LC 23), 5=363(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-267/146, 4-5=-267/146 NOTES-(12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 1-11-4, Corner(3R) 1-11-4 to 5-2-12, Corner(3E) 5-2-12 to 6-10-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=163, 6=163. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss PB03 Truss Type GABLE Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997581 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-E7J5pvKU7PuOXYNZHrieqa?dXkAeAFm2UfsNBazQQr? Scale = 1:13.8 2 3 4 5 1 6 3x4 3x4 3x6 3x6 7-2-0 7-2-0 2-1-8 2-1-8 5-0-8 2-11-0 7-2-0 2-1-8 1-5-00-1-40-1-81-3-88.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [4:0-2-0,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 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 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-2-0, 6=7-2-0, 2=7-2-0, 5=7-2-0 Max Horz 1=-23(LC 6) Max Uplift 1=-168(LC 3), 6=-168(LC 3) Max Grav 2=369(LC 23), 5=369(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-257/140, 4-5=-257/140 NOTES-(12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 2-1-8, Corner(3R) 2-1-8 to 5-0-8, Corner(3E) 5-0-8 to 6-10-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=168, 6=168. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss T01 Truss Type Piggyback Base Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997582 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-AWQsEaMlf086nrXyPGk6v?5mnXioe19LxzLUESzQQqz Scale = 1:81.9 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 10 20 21 22 23 24 25 11 4x6 5x6 5x6 5x8 5x10 MT18HS 3x8 3x4 3x6 3x6 4x8 3x4 3x4 3x8 3x4 3x6 3x4 6x6 3x6 4-8-6 4-8-6 6-2-7 1-6-1 16-1-0 9-10-9 23-3-0 7-2-0 31-2-4 7-11-4 37-7-8 6-5-4 39-4-0 1-8-8 4-8-6 4-8-6 6-2-7 1-6-1 11-1-12 4-11-4 16-1-0 4-11-4 23-3-0 7-2-0 31-2-4 7-11-4 39-4-0 8-1-12 2-6-124-10-155-5-012-0-01-3-512-0-06.00 12 4.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-3-12,0-2-8], [4:0-1-12,0-1-8], [5:0-5-12,0-2-0], [6:0-6-0,0-1-8], [7:0-1-12,0-1-8], [9:0-3-4,Edge], [12:0-2-0,0-1-8], [17:0-3-8,0-2-0], [18:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.78 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.52 0.07 (loc) 15-17 15-17 10 l/defl >999 >857 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 191 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,5-14,6-14: 2x4 SPF No.2, 1-19,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-11-10 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-14, 7-14 REACTIONS. (size)19=Mechanical, 10=2-0-0, 11=0-3-8 Max Horz 19=221(LC 7) Max Uplift 10=-31(LC 11) Max Grav 19=1557(LC 1), 10=1450(LC 1), 11=211(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1616/156, 2-3=-1686/168, 3-4=-1985/259, 4-5=-1612/272, 5-6=-1273/269, 6-7=-1671/261, 7-9=-2042/200, 1-19=-1508/143, 9-10=-1468/163 BOT CHORD 17-18=-30/1374, 15-17=-1/1467, 14-15=0/1276, 12-14=-43/1600 WEBS 2-18=-710/0, 2-17=0/713, 3-17=-689/115, 4-17=-48/301, 4-15=-394/157, 5-15=-30/543, 6-14=0/484, 7-14=-468/163, 1-18=-64/1512, 9-12=0/1436 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 13-1-0, Exterior(2R) 13-1-0 to 19-1-0, Interior(1) 19-1-0 to 20-3-0, Exterior(2R) 20-3-0 to 26-3-0, Interior(1) 26-3-0 to 36-2-4, Exterior(2E) 36-2-4 to 39-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss T02 Truss Type Piggyback Base Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997583 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-ei_ESwNNQKGzO?68yzFLRDdxHx2fNRDUAd51muzQQqy Scale = 1:83.5 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 22 23 24 25 26 3x4 5x6 5x6 5x8 6x10 3x8 4x8 3x4 3x6 5x8 4x8 5x8 3x8 3x4 3x4 3x8 4x8 4x6 3x6 2x4 3x6 4-2-7 4-2-7 10-1-11 5-11-5 16-1-0 5-11-5 23-3-0 7-2-0 31-5-4 8-2-4 37-5-12 6-0-8 39-7-7 2-1-11 41-10-8 2-3-1 0-8-4 0-8-4 4-2-7 3-6-3 10-1-11 5-11-5 16-1-0 5-11-5 23-3-0 7-2-0 31-5-4 8-2-4 39-7-7 8-2-4 41-10-8 2-3-1 2-6-122-10-144-0-1512-0-013-3-110-10-111-3-1112-0-06.00 12 4.00 12 8.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-12], [4:0-4-0,0-1-12], [5:0-5-12,0-2-0], [6:0-5-12,0-1-4], [7:0-1-12,0-1-8], [9:0-2-3,0-1-8], [10:Edge,0-1-8], [12:0-4-0,0-2-12], [14:0-2-8,0-1-8], [20:0-3-8,0-2-0], [21:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.74 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.32 0.12 (loc) 14-16 14-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 201 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-17,6-17,6-16: 2x4 SPF No.2, 1-21: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-11-15 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-20, 4-17, 6-17, 7-16 REACTIONS. (size)11=0-3-8, 21=Mechanical, 13=0-3-8 Max Horz 21=232(LC 9) Max Grav 11=781(LC 1), 21=1554(LC 1), 13=996(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1599/129, 3-4=-1903/236, 4-5=-1626/257, 5-6=-1267/257, 6-7=-1682/245, 7-9=-2025/176, 9-10=-2460/219, 10-11=-725/65 BOT CHORD 20-21=-165/396, 19-20=0/1535, 17-19=0/1538, 16-17=0/1268, 14-16=0/1584, 12-13=-149/1910 WEBS 3-20=-775/142, 4-17=-452/131, 5-17=-10/504, 6-16=0/489, 7-16=-436/156, 9-14=-56/1572, 9-13=-2044/239, 9-12=-8/552, 10-12=-173/2102, 2-21=-1469/88, 2-20=-60/1472 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 0-8-4, Interior(1) 0-8-4 to 13-1-0, Exterior(2R) 13-1-0 to 19-1-0, Interior(1) 19-1-0 to 20-3-0, Exterior(2R) 20-3-0 to 26-3-0, Interior(1) 26-3-0 to 38-9-4, Exterior(2E) 38-9-4 to 41-9-4 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) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss T03 Truss Type Piggyback Base Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997584 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-b56_tcOdxxWheJFX4OIpXejHulkCrLfndwa8rnzQQqw Scale = 1:87.4 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 22 23 24 25 26 5x6 3x6 5x10 MT18HS 5x10 MT18HS 3x8 4x8 3x4 3x4 3x6 5x8 4x6 3x4 3x4 3x4 3x8 3x4 3x8 4x8 5x6 3x6 3x6 2-2-6 2-2-6 9-1-11 6-11-5 16-1-0 6-11-5 23-3-0 7-2-0 31-5-4 8-2-4 37-5-12 6-0-8 39-7-7 2-1-11 41-10-8 2-3-1 2-2-6 2-2-6 9-1-11 6-11-5 16-1-0 6-11-5 23-3-0 7-2-0 31-5-4 8-2-4 39-7-7 8-2-4 41-10-8 2-3-1 2-0-212-0-013-3-110-10-111-3-1112-0-04.00 12 8.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-4], [2:0-2-12,0-2-12], [4:0-1-12,0-1-8], [5:0-5-12,0-1-4], [6:0-6-0,0-1-8], [7:0-1-12,0-1-8], [9:0-2-3,0-1-8], [10:Edge,0-1-8], [12:0-4-0,0-2-12], [14:0-2-8,0-1-8], [20:0-2-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.73 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.35 0.12 (loc) 14-16 14-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 197 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-17,5-16,6-16,7-16: 2x4 SPF No.2, 1-21: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-2-15 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 5-16, 7-16 REACTIONS. (size)11=0-3-8, 21=Mechanical, 13=0-3-8 Max Horz 21=231(LC 9) Max Grav 11=786(LC 1), 21=1554(LC 1), 13=990(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1324/101, 2-4=-1995/189, 4-5=-1647/255, 5-6=-1272/259, 6-7=-1673/246, 7-9=-2031/176, 9-10=-2477/217, 10-11=-730/64, 1-21=-1549/95 BOT CHORD 19-20=-43/1295, 17-19=0/1579, 16-17=0/1268, 14-16=0/1589, 12-13=-147/1922 WEBS 2-20=-1017/131, 2-19=0/301, 4-17=-478/140, 5-17=-19/495, 6-16=0/486, 7-16=-446/154, 9-14=-56/1560, 9-13=-2039/238, 9-12=-6/559, 10-12=-171/2116, 1-20=-86/1662 NOTES-(11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 2-2-6, Interior(1) 2-2-6 to 13-1-0, Exterior(2R) 13-1-0 to 19-1-0, Interior(1) 19-1-0 to 20-3-0, Exterior(2R) 20-3-0 to 26-3-0, Interior(1) 26-3-0 to 38-9-4, Exterior(2E) 38-9-4 to 41-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 6 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss T04 Truss Type Piggyback Base Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997585 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-XUElHIQtTYmOtdPvBpKHc3odKYQhJF945E3EwgzQQqu Scale = 1:87.1 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 22 23 3x8 5x10 MT18HS 5x10 MT18HS 3x8 4x8 3x4 4x6 3x6 5x8 3x4 3x6 3x4 3x8 3x4 3x8 4x8 6x6 3x6 3x6 8-1-12 8-1-12 16-1-0 7-11-4 23-3-0 7-2-0 31-5-4 8-2-4 37-5-12 6-0-8 39-7-7 2-1-11 41-10-8 2-3-1 8-1-12 8-1-12 16-1-0 7-11-4 23-3-0 7-2-0 31-5-4 8-2-4 39-7-7 8-2-4 41-10-8 2-3-1 1-3-512-0-013-3-110-10-111-3-1112-0-08.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-3-4,Edge], [3:0-1-12,0-1-8], [4:0-7-12,0-2-0], [5:0-6-0,0-1-8], [6:0-1-12,0-1-8], [8:0-2-3,0-1-8], [9:Edge,0-1-8], [11:0-4-0,0-2-12], [13:0-2-8,0-1-8], [18:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.73 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.35 0.11 (loc) 13-15 13-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 193 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-16,4-15,5-15,6-15: 2x4 SPF No.2, 1-19: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-4-13 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 4-15, 6-15 REACTIONS. (size)10=0-3-8, 19=Mechanical, 12=0-3-8 Max Horz 19=-241(LC 6) Max Grav 10=785(LC 1), 19=1554(LC 1), 12=990(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2068/0, 3-4=-1670/79, 4-5=-1271/104, 5-6=-1673/77, 6-8=-2031/0, 8-9=-2475/40, 9-10=-730/0, 1-19=-1479/17 BOT CHORD 18-19=-197/379, 16-18=0/1622, 15-16=0/1271, 13-15=0/1589, 11-12=-38/1921 WEBS 3-16=-496/151, 4-16=-9/492, 5-15=0/487, 6-15=-447/154, 8-13=0/1564, 8-12=-2041/113, 8-11=0/558, 9-11=-48/2114, 1-18=0/1408 NOTES-(11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-10-1, Exterior(2R) 11-10-1 to 27-5-15, Interior(1) 27-5-15 to 38-9-4, Exterior(2E) 38-9-4 to 41-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 4 = 4%, joint 5 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss T05 Truss Type Piggyback Base Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997586 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-TsLVi_R8?A166wZIJEMlhUtycM54n9bNYYYL_YzQQqs Scale = 1:88.2 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 3x6 5x10 MT18HS 5x10 MT18HS 3x8 4x8 3x4 4x6 3x6 5x8 3x4 3x6 3x4 3x8 3x4 3x8 4x8 6x8 3x6 3x6 8-3-8 8-3-8 16-4-8 8-1-0 23-6-8 7-2-0 31-8-12 8-2-4 37-9-4 6-0-8 39-10-15 2-1-11 42-2-0 2-3-1 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 23-6-8 7-2-0 31-8-12 8-2-4 39-10-15 8-2-4 42-2-0 2-3-1 1-1-012-0-013-3-110-10-111-3-1112-0-08.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-1-12,0-1-8], [5:0-7-12,0-2-0], [6:0-6-0,0-1-8], [7:0-1-12,0-1-8], [9:0-1-15,0-1-8], [10:Edge,0-1-8], [12:0-4-0,0-2-12], [14:0-2-8,0-1-8], [19:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.74 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.36 0.11 (loc) 14-16 14-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 199 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-17,5-17,5-16,6-16,7-16,2-20: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-4-9 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 5-16, 7-16 REACTIONS. (size)11=0-3-8, 20=0-3-8, 13=0-3-8 Max Horz 20=238(LC 9) Max Grav 11=788(LC 1), 20=1636(LC 1), 13=998(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2147/0, 4-5=-1697/75, 5-6=-1285/102, 6-7=-1690/75, 7-9=-2046/0, 9-10=-2485/40, 10-11=-733/0, 2-20=-1558/34 BOT CHORD 19-20=-215/553, 17-19=0/1677, 16-17=0/1293, 14-16=0/1601, 12-13=-38/1928 WEBS 4-17=-529/151, 5-17=-5/510, 6-16=0/494, 7-16=-445/154, 9-14=0/1584, 9-13=-2058/112, 9-12=0/560, 10-12=-48/2122, 2-19=0/1280 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-1-9, Exterior(2R) 12-1-9 to 27-9-7, Interior(1) 27-9-7 to 39-0-12, Exterior(2E) 39-0-12 to 42-0-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 5 = 0%, joint 6 = 16%, joint 2 = 0% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss T06 Truss Type Hip Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997587 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-x2vtwJSmmT9zk48Utxu_EhQ83mREWdMWnCHvW_zQQqr Scale = 1:81.5 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 27 3x6 5x8 5x8 3x6 4x8 3x4 12x12 3x6 5x8 3x4 3x6 3x8 3x4 3x8 3x4 3x8 4x10 3x6 3x6 7-9-2 7-9-2 15-3-12 7-6-10 24-7-4 9-3-8 32-3-2 7-7-14 37-9-4 5-6-2 39-10-15 2-1-11 42-2-0 2-3-1 -1-0-0 1-0-0 7-9-2 7-9-2 15-3-12 7-6-10 19-11-8 4-7-12 24-7-4 4-7-12 32-3-2 7-7-14 39-10-15 7-7-14 42-2-0 2-3-1 1-1-011-3-812-7-30-10-111-3-1111-3-88.00 12 8.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [5:0-5-12,0-2-0], [7:0-5-12,0-2-0], [8:0-1-12,0-1-8], [10:0-2-3,0-1-8], [11:Edge,0-1-8], [13:0-4-0,0-2-12], [15:0-2-8,0-1-8], [20:0-2-4,0-1-8], [21:0-1-12,0-0-0], [21:Edge,0-10-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.74 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.36 0.11 (loc) 17-18 17-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 199 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-18,6-18,6-17,7-17: 2x4 SPF No.2, 2-21: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-11-2 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. WEBS 1 Row at midpt 4-18, 6-18, 6-17, 8-17 REACTIONS. (size)12=0-3-8, 21=0-3-8, 14=0-3-8 Max Horz 21=226(LC 9) Max Grav 12=771(LC 1), 21=1633(LC 1), 14=1018(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2139/0, 4-5=-1748/71, 5-6=-1344/97, 6-7=-1330/98, 7-8=-1734/72, 8-10=-2016/0, 10-11=-2383/28, 11-12=-720/0, 2-21=-1558/27 BOT CHORD 20-21=-197/487, 18-20=0/1679, 17-18=0/1389, 15-17=0/1584, 13-14=-25/1850 WEBS 4-18=-470/146, 5-18=0/550, 6-18=-265/143, 6-17=-296/136, 7-17=0/542, 8-17=-373/150, 10-15=0/1664, 10-14=-2077/93, 10-13=0/531, 11-13=-31/2028, 2-20=0/1342 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-13, Exterior(2R) 11-0-13 to 19-6-11, Interior(1) 19-6-11 to 20-4-5, Exterior(2R) 20-4-5 to 28-10-3, Interior(1) 28-10-3 to 39-0-12, Exterior(2E) 39-0-12 to 42-0-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 = 16% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss T07 Truss Type Hip Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997588 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-uR1eL?U0I5PhzOIt_MwSJ6VXXZ7t_W?pEWm?btzQQqp Scale = 1:77.2 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 27 3x6 5x8 5x8 3x6 4x6 3x4 4x6 3x6 5x6 3x4 3x6 3x4 3x8 2x4 3x4 3x8 4x6 3x4 6x6 3x6 6-3-2 6-3-2 12-3-12 6-0-10 19-11-8 7-7-12 27-7-4 7-7-12 37-9-4 10-2-0 39-10-15 2-1-11 42-2-0 2-3-1 -1-0-0 1-0-0 6-3-2 6-3-2 12-3-12 6-0-10 19-11-8 7-7-12 27-7-4 7-7-12 33-9-2 6-1-14 39-10-15 6-1-14 42-2-0 2-3-1 1-1-09-3-810-7-30-10-111-3-119-3-88.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge], [4:0-1-12,0-1-8], [5:0-5-12,0-2-0], [7:0-5-12,0-2-0], [8:0-3-0,0-1-8], [10:0-1-12,0-1-8], [11:Edge,0-1-8], [14:0-3-0,0-1-12], [20:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.73 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.44 0.07 (loc) 14-15 14-15 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 183 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-17,7-17: 2x4 SPF No.2, 2-21: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-12 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14,12-13. WEBS 1 Row at midpt 6-17, 7-15, 8-14 REACTIONS. (size)12=0-3-8, 21=0-3-8, 14=0-3-8 Max Horz 21=190(LC 9) Max Uplift 12=-6(LC 11) Max Grav 12=83(LC 24), 21=1564(LC 1), 14=1785(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2009/0, 4-5=-1769/42, 5-6=-1592/57, 6-7=-1592/57, 7-8=-1598/45, 8-10=-45/279, 2-21=-1499/9 BOT CHORD 20-21=-165/350, 19-20=-32/1587, 17-19=-20/1385, 15-17=0/1238, 14-15=0/1054 WEBS 4-19=-316/122, 5-19=0/403, 5-17=-115/430, 6-17=-523/146, 7-17=-94/622, 8-15=-43/328, 8-14=-1884/10, 10-14=-287/175, 2-20=0/1362 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-0-13, Exterior(2R) 8-0-13 to 16-6-11, Interior(1) 16-6-11 to 23-4-5, Exterior(2R) 23-4-5 to 31-10-3, Interior(1) 31-10-3 to 39-0-12, Exterior(2E) 39-0-12 to 42-0-12 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) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss T08 Truss Type Hip Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997589 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-Mdb0YLUe3OXYbYt3Y4RhrK2k1zQqjxAyTAWZ7JzQQqo Scale = 1:75.8 1 2 3 4 5 6 7 8 9 10 11 122120191817161514 13 22 23 24 25 26 27 5x6 3x6 5x6 4x6 3x4 3x8 MT18HS 5x6 3x8 3x8 3x4 3x4 3x6 3x8 4x6 4x6 3x4 3x6 4x6 3x8 MT18HS 9-3-12 9-3-12 19-11-8 10-7-12 30-7-4 10-7-12 37-9-4 7-2-0 39-10-15 2-1-11 42-2-0 2-3-1 -1-0-0 1-0-0 4-9-2 4-9-2 9-3-12 4-6-10 16-4-15 7-1-3 23-6-1 7-1-3 30-7-4 7-1-3 35-3-2 4-7-14 39-10-15 4-7-14 42-2-0 2-3-1 43-2-0 1-0-0 1-1-07-3-88-7-30-10-111-3-117-3-88.00 12 8.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-1-8], [4:0-4-0,0-2-0], [8:0-4-4,0-2-4], [9:0-1-12,0-2-0], [10:0-1-12,0-1-8], [11:0-2-8,0-1-12], [15:0-3-0,0-1-8], [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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.94 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.52 0.10 (loc) 16-18 16-18 15 l/defl >999 >865 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 167 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-21: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-14 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-20, 7-16, 9-15, 3-21 REACTIONS. (size)13=0-3-8, 15=0-3-8, 21=0-3-8 Max Horz 21=159(LC 9) Max Uplift 13=-86(LC 23) Max Grav 13=65(LC 18), 15=1919(LC 1), 21=1549(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-365/38, 3-4=-1872/14, 4-5=-1504/24, 5-7=-1953/16, 7-8=-1183/44, 8-9=-1493/26, 9-10=0/597, 10-11=-54/455, 2-21=-377/56 BOT CHORD 20-21=-79/1501, 18-20=-77/1952, 16-18=-57/1844, 15-16=0/697, 14-15=-342/34 WEBS 4-20=0/659, 5-20=-702/132, 7-18=0/335, 7-16=-974/109, 8-16=0/488, 9-16=-23/647, 9-15=-2076/0, 11-14=-343/36, 3-21=-1671/0 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-0-13, Exterior(2R) 5-0-13 to 13-6-11, Interior(1) 13-6-11 to 26-4-5, Exterior(2R) 26-4-5 to 34-10-3, Interior(1) 34-10-3 to 40-2-0, Exterior(2E) 40-2-0 to 43-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 13 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 capable of withstanding 100 lb uplift at joint(s) 13. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss T09 Truss Type Piggyback Base Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997590 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-I0jmz1Wvb0nGqr0SfVT9xl7?Cn6eBxuFwU?gCCzQQqm Scale = 1:77.6 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 234x6 5x6 5x6 5x8 5x10 MT18HS 3x8 3x4 3x6 4x6 4x8 3x4 3x4 3x8 3x4 3x6 4x6 6x6 3x6 2-5-5 2-5-5 5-0-15 2-7-10 16-1-0 11-0-1 23-3-0 7-2-0 31-2-4 7-11-4 39-4-0 8-1-12 2-5-5 2-5-5 5-0-15 2-7-10 10-6-15 5-6-1 16-1-0 5-6-1 23-3-0 7-2-0 31-2-4 7-11-4 39-4-0 8-1-12 2-6-123-9-64-7-1512-0-01-3-512-0-06.00 12 4.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-4-4,0-2-8], [4:0-1-12,0-1-8], [5:0-5-12,0-2-0], [6:0-6-0,0-1-8], [7:0-1-12,0-1-8], [9:0-3-4,0-1-12], [10:Edge,0-3-8], [11:0-2-0,0-1-8], [16:0-3-12,0-2-0], [17:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.92 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.74 0.07 (loc) 14-16 14-16 10 l/defl >999 >636 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 188 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-14,5-13,6-13: 2x4 SPF No.2, 1-18,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-11-10 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 14-16. WEBS 1 Row at midpt 4-14, 5-13, 7-13 REACTIONS. (size)18=Mechanical, 10=Mechanical Max Horz 18=221(LC 7) Max Grav 18=1562(LC 1), 10=1562(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1142/122, 2-3=-1686/134, 3-4=-1998/237, 4-5=-1637/261, 5-6=-1281/264, 6-7=-1681/255, 7-9=-2079/181, 1-18=-1512/135, 9-10=-1486/154 BOT CHORD 16-17=-79/961, 14-16=-6/1495, 13-14=0/1286, 11-13=-27/1631 WEBS 2-17=-1008/14, 2-16=0/1052, 3-16=-772/136, 4-16=-34/275, 4-14=-388/164, 5-14=-18/556, 6-13=0/494, 7-13=-496/149, 1-17=-79/1352, 9-11=0/1417 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 2-5-5, Interior(1) 2-5-5 to 13-1-0, Exterior(2R) 13-1-0 to 19-1-0, Interior(1) 19-1-0 to 20-3-0, Exterior(2R) 20-3-0 to 26-3-0, Interior(1) 26-3-0 to 36-2-4, Exterior(2E) 36-2-4 to 39-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss T09A Truss Type Piggyback Base Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997591 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-mCG8ANXXMJv7S?beDC_OTyg9rBUYwMvO98kDkezQQql Scale = 1:82.7 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 20 21 22 235x6 8x16 5x10 MT18HS 3x8 3x4 3x6 3x8 2x4 3x4 5x10 MT18HS 3x8 3x4 3x6 4x6 6x6 3x6 6-5-7 6-5-7 7-1-0 0-7-9 16-1-0 9-0-0 23-3-0 7-2-0 31-2-4 7-11-4 39-4-0 8-1-12 6-5-7 6-5-7 7-1-0 0-7-9 16-1-0 9-0-0 23-3-0 7-2-0 31-2-4 7-11-4 39-4-0 8-1-12 2-6-125-9-86-0-012-0-01-3-512-0-06.00 12 4.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-3-8,0-2-12], [5:0-6-0,0-1-8], [6:0-1-12,0-1-8], [8:0-3-4,Edge], [9:Edge,0-3-8], [10:0-2-0,0-1-8], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.75 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.43 0.06 (loc) 13-15 13-15 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 186 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4,7-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-13,4-13,4-12,5-12: 2x4 SPF No.2, 1-17,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-7-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 4-12, 6-12 REACTIONS. (size)17=Mechanical, 9=Mechanical Max Horz 17=221(LC 7) Max Grav 17=1562(LC 1), 9=1562(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1855/168, 2-3=-1670/166, 3-4=-1705/242, 4-5=-1281/264, 5-6=-1682/255, 6-8=-2079/183, 1-17=-1530/148, 8-9=-1486/155 BOT CHORD 15-16=-24/1591, 13-15=-27/1599, 12-13=0/1291, 10-12=-29/1631 WEBS 3-15=-462/166, 3-13=-385/135, 4-13=0/491, 5-12=0/502, 6-12=-496/151, 1-16=-49/1643, 8-10=0/1417 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 13-1-0, Exterior(2R) 13-1-0 to 19-1-0, Interior(1) 19-1-0 to 20-3-0, Exterior(2R) 20-3-0 to 26-3-0, Interior(1) 26-3-0 to 36-2-4, Exterior(2E) 36-2-4 to 39-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss T10 Truss Type Piggyback Base Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997592 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-ibOvb3Ynux9qhJl1Ld1sYNlVT_CpOF1hdSDKoXzQQqj Scale = 1:73.4 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 20 21 22 5x6 5x8 5x10 MT18HS 3x8 3x4 3x6 4x6 3x4 3x4 3x4 3x8 3x4 3x6 4x6 4x6 6x6 3x6 3-0-14 3-0-14 9-6-15 6-6-1 16-1-0 6-6-1 23-3-0 7-2-0 31-2-4 7-11-4 39-4-0 8-1-12 3-0-14 3-0-14 9-6-15 6-6-1 16-1-0 6-6-1 23-3-0 7-2-0 31-2-4 7-11-4 39-4-0 8-1-12 2-3-103-3-1512-0-01-3-512-0-04.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-2-12,0-2-8], [3:0-1-12,0-1-8], [4:0-5-12,0-2-0], [5:0-6-0,0-1-8], [6:0-1-12,0-1-8], [8:0-3-4,0-1-12], [9:Edge,0-3-8], [10:0-2-0,0-1-8], [16:0-2-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.63 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.23 0.07 (loc) 9-10 10-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 184 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-13,4-12,5-12: 2x4 SPF No.2, 1-17,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-0-12 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 4-12, 6-12 REACTIONS. (size)17=Mechanical, 9=Mechanical Max Horz 17=220(LC 7) Max Grav 17=1562(LC 1), 9=1562(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1502/128, 2-3=-1974/201, 3-4=-1649/262, 4-5=-1283/263, 5-6=-1684/254, 6-8=-2078/182, 1-17=-1540/119, 8-9=-1485/155 BOT CHORD 15-16=-49/1437, 13-15=-6/1567, 12-13=0/1278, 10-12=-28/1630 WEBS 2-16=-912/121, 3-13=-465/136, 4-13=-22/502, 5-12=0/497, 6-12=-492/151, 1-16=-93/1713, 8-10=0/1415 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-0-14, Interior(1) 3-0-14 to 13-1-0, Exterior(2R) 13-1-0 to 19-1-0, Interior(1) 19-1-0 to 20-3-0, Exterior(2R) 20-3-0 to 26-3-0, Interior(1) 26-3-0 to 36-2-4, Exterior(2E) 36-2-4 to 39-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss T11 Truss Type Piggyback Base Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997593 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-f_Wf0ka1PYPYxdvPS23Kdoqr_ouEsA7_4miQtPzQQqh Scale = 1:82.6 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 235x6 3x6 5x10 MT18HS 5x10 MT18HS 3x8 3x4 3x6 5x6 3x6 3x4 3x4 3x8 3x4 3x6 5x6 4x6 6x6 3x6 1-0-13 1-0-13 8-6-15 7-6-1 16-1-0 7-6-1 23-3-0 7-2-0 31-2-4 7-11-4 39-4-0 8-1-12 1-0-13 1-0-13 8-6-15 7-6-1 16-1-0 7-6-1 23-3-0 7-2-0 31-2-4 7-11-4 39-4-0 8-1-12 1-7-1012-0-01-3-512-0-04.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [2:0-2-12,0-3-0], [4:0-1-12,0-1-8], [5:0-5-12,0-1-4], [6:0-6-0,0-1-8], [7:0-1-12,0-1-8], [9:0-3-4,0-1-12], [10:Edge,0-3-8], [11:0-2-0,0-1-8], [16:0-2-8,0-1-8], [17:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.63 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.23 0.07 (loc) 10-11 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 181 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-14,5-13,6-13: 2x4 SPF No.2, 1-18,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-2-10 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-13, 7-13 REACTIONS. (size)18=Mechanical, 10=Mechanical Max Horz 18=219(LC 7) Max Grav 18=1562(LC 1), 10=1562(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-886/47, 2-4=-2046/182, 4-5=-1673/253, 5-6=-1283/262, 6-7=-1683/252, 7-9=-2078/180, 1-18=-1586/35, 9-10=-1486/154 BOT CHORD 16-17=-89/979, 14-16=-14/1613, 13-14=0/1281, 11-13=-27/1631 WEBS 2-17=-1268/177, 2-16=0/685, 4-14=-488/147, 5-14=-11/501, 6-13=0/498, 7-13=-493/151, 1-17=-70/1602, 9-11=0/1415 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 1-0-13, Interior(1) 1-0-13 to 13-1-0, Exterior(2R) 13-1-0 to 19-1-0, Interior(1) 19-1-0 to 20-3-0, Exterior(2R) 20-3-0 to 26-3-0, Interior(1) 26-3-0 to 36-2-4, Exterior(2E) 36-2-4 to 39-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss T12 Truss Type Piggyback Base Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997594 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-7A41D4bfAsXPYmUc0laZA0N0cCD5beJ8JQS_PszQQqg Scale = 1:77.1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 3x8 5x10 MT18HS 5x10 MT18HS 3x6 4x6 3x6 3x4 3x6 3x4 3x8 3x4 3x6 6x6 4x6 6x8 3x6 8-1-12 8-1-12 16-1-0 7-11-4 23-3-0 7-2-0 31-4-0 8-1-0 39-7-8 8-3-8 8-1-12 8-1-12 16-1-0 7-11-4 23-3-0 7-2-0 31-4-0 8-1-0 39-7-8 8-3-8 40-7-8 1-0-0 1-3-512-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-1-12], [3:0-1-12,0-1-8], [4:0-7-8,0-1-12], [5:0-6-0,0-1-8], [6:0-1-12,0-1-8], [8:0-3-8,Edge], [10:Edge,0-2-0], [11:0-2-8,0-1-8], [16:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.66 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.26 0.07 (loc) 10-11 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 184 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-16,3-14,6-11,1-16,8-11: 2x3 SPF No.2, 1-17: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-3-3 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 4-13, 6-13 REACTIONS. (size)17=Mechanical, 10=0-3-8 Max Horz 17=-227(LC 6) Max Grav 17=1572(LC 1), 10=1643(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2095/0, 3-4=-1700/76, 4-5=-1304/101, 5-6=-1710/74, 6-8=-2158/0, 1-17=-1496/16, 8-10=-1565/32 BOT CHORD 16-17=-189/379, 14-16=-7/1644, 13-14=0/1297, 11-13=0/1686, 10-11=-82/405 WEBS 3-14=-493/151, 4-14=-7/496, 5-13=0/507, 6-13=-526/151, 1-16=0/1429, 8-11=0/1288 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-10-1, Exterior(2R) 11-10-1 to 27-5-15, Interior(1) 27-5-15 to 37-7-8, Exterior(2E) 37-7-8 to 40-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 4 = 4%, joint 5 = 16%, joint 8 = 0% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss T13 Truss Type Piggyback Base Qty 2 Ply 1 1 Copper Run Job Reference (optional) I40997595 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-3ZCoemcwiTn7o4e_7Ac1FRSMC?uV3ZTQmkx5UkzQQqe Scale = 1:81.9 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 3x6 5x10 MT18HS 5x10 MT18HS 3x6 4x6 3x6 3x4 3x6 3x4 3x8 3x4 3x6 6x8 4x6 6x8 3x6 8-3-8 8-3-8 16-4-8 8-1-0 23-6-8 7-2-0 31-7-8 8-1-0 39-11-0 8-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 23-6-8 7-2-0 31-7-8 8-1-0 39-11-0 8-3-8 40-11-0 1-0-0 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-1-12,0-1-8], [5:0-7-12,0-2-0], [6:0-6-0,0-1-8], [7:0-1-12,0-1-8], [9:0-3-8,Edge], [11:Edge,0-2-0], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.66 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.27 0.07 (loc) 15-17 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 190 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,7-12,2-17,9-12: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-3-3 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-14, 7-14 REACTIONS. (size)18=0-3-8, 11=0-3-8 Max Horz 18=-230(LC 8) Max Grav 18=1654(LC 1), 11=1654(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2175/0, 4-5=-1728/72, 5-6=-1319/99, 6-7=-1728/72, 7-9=-2175/0, 2-18=-1576/32, 9-11=-1576/32 BOT CHORD 17-18=-207/553, 15-17=-9/1700, 14-15=0/1319, 12-14=0/1700, 11-12=-82/406 WEBS 4-15=-526/151, 5-15=-4/514, 6-14=0/515, 7-14=-525/151, 2-17=0/1302, 9-12=0/1301 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-1-9, Exterior(2R) 12-1-9 to 27-9-7, Interior(1) 27-9-7 to 37-11-0, Exterior(2E) 37-11-0 to 40-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 5 = 0%, joint 6 = 16%, joint 2 = 0%, joint 9 = 0% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss T14 Truss Type Piggyback Base Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997596 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-XllAs6dYTnw_QECAht8Goe?ZyPEjo?7a?Oge0BzQQqd Scale = 1:80.6 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 3x6 5x10 MT18HS 5x10 MT18HS 3x8 4x6 3x6 3x4 3x6 3x4 3x8 3x4 3x6 6x8 4x6 6x6 3x6 8-3-8 8-3-8 16-4-8 8-1-0 23-6-8 7-2-0 31-7-8 8-1-0 39-11-0 8-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 23-6-8 7-2-0 31-7-8 8-1-0 39-11-0 8-3-8 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-1-12,0-1-8], [5:0-5-12,0-1-4], [6:0-6-0,0-1-8], [7:0-1-12,0-1-8], [9:0-3-4,Edge], [10:Edge,0-2-0], [11:0-2-4,0-1-8], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.82 0.66 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.26 0.07 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 188 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-6,1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-16,7-11,2-16,9-11: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-2 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-13, 7-13 REACTIONS. (size)17=0-3-8, 10=Mechanical Max Horz 17=226(LC 7) Max Grav 17=1655(LC 1), 10=1584(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2177/0, 4-5=-1730/73, 5-6=-1321/100, 6-7=-1732/74, 7-9=-2176/0, 2-17=-1577/32, 9-10=-1506/18 BOT CHORD 16-17=-211/541, 14-16=-19/1702, 13-14=0/1320, 11-13=0/1710, 10-11=-41/305 WEBS 4-14=-528/153, 5-14=-5/515, 6-13=0/517, 7-13=-536/155, 2-16=0/1309, 9-11=0/1413 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-1-9, Exterior(2R) 12-1-9 to 27-9-7, Interior(1) 27-9-7 to 36-9-4, Exterior(2E) 36-9-4 to 39-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 2 = 0% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss T15 Truss Type Hip Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997597 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-T7twHofo?OAifYMZpIAkt34s9DwLGvUtSi9l53zQQqb Scale = 1:82.3 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 3x6 5x10 MT18HS 3x6 12x12 3x6 3x4 3x6 3x4 5x10 MT18HS 3x8 3x4 3x6 4x6 6x6 3x6 7-10-4 7-10-4 15-6-0 7-7-12 24-5-0 8-11-0 32-0-12 7-7-12 39-11-0 7-10-4 -1-0-0 1-0-0 7-10-4 7-10-4 15-6-0 7-7-12 24-5-0 8-11-0 32-0-12 7-7-12 39-11-0 7-10-4 1-1-011-5-01-1-011-5-08.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [5:0-6-0,0-1-8], [6:0-6-12,0-2-0], [7:0-1-12,0-1-8], [9:0-3-4,Edge], [10:Edge,0-3-8], [11:0-2-0,0-1-8], [16:0-2-4,0-1-8], [17:Edge,0-10-2], [17:0-1-12,0-0-0] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.65 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.35 0.07 (loc) 13-14 13-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 182 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-14,5-13,6-13: 2x4 SPF No.2, 2-17,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-9-13 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-13, 7-13 REACTIONS. (size)17=0-3-8, 10=Mechanical Max Horz 17=215(LC 7) Max Grav 17=1655(LC 1), 10=1584(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2169/0, 4-5=-1787/71, 5-6=-1371/98, 6-7=-1780/73, 7-9=-2171/0, 2-17=-1578/26, 9-10=-1508/12 BOT CHORD 16-17=-201/496, 14-16=-11/1701, 13-14=0/1368, 11-13=0/1710, 10-11=-37/279 WEBS 4-14=-464/148, 5-14=0/523, 6-13=0/527, 7-13=-479/150, 2-16=0/1344, 9-11=0/1440 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-3-1, Exterior(2R) 11-3-1 to 19-8-15, Interior(1) 19-8-15 to 20-2-1, Exterior(2R) 20-2-1 to 28-7-15, Interior(1) 28-7-15 to 36-9-4, Exterior(2E) 36-9-4 to 39-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 6 = 8%, joint 2 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss T16 Truss Type Hip Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997598 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-xKRJU7fQmiIZHhxlM0hzQHd5gcIO?LI0hMvIdVzQQqa Scale = 1:71.0 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 3x6 5x8 5x8 6x6 4x6 3x6 3x4 3x8 3x4 3x8 2x4 3x4 3x4 3x8 6x6 4x6 3x6 6-4-4 6-4-4 12-6-0 6-1-12 19-11-8 7-5-8 27-5-0 7-5-8 33-6-12 6-1-12 39-11-0 6-4-4 -1-0-0 1-0-0 6-4-4 6-4-4 12-6-0 6-1-12 19-11-8 7-5-8 27-5-0 7-5-8 33-6-12 6-1-12 39-11-0 6-4-4 1-1-09-5-01-1-09-5-08.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge], [4:0-1-12,0-1-8], [5:0-5-12,0-2-0], [7:0-5-12,0-2-0], [8:0-1-12,0-1-8], [9:0-3-4,Edge], [10:Edge,0-3-8], [11:0-2-8,0-1-8], [17:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.54 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.24 0.08 (loc) 14 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 177 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-14,7-14: 2x4 SPF No.2, 2-18,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-11 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS. (size)18=0-3-8, 10=Mechanical Max Horz 18=179(LC 7) Max Grav 18=1655(LC 1), 10=1584(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2148/0, 4-5=-1909/39, 5-6=-1767/52, 6-7=-1767/52, 7-8=-1912/41, 8-9=-2150/0, 2-18=-1590/6, 9-10=-1519/0 BOT CHORD 17-18=-165/353, 16-17=-10/1702, 14-16=0/1499, 12-14=0/1501, 11-12=0/1711 WEBS 4-16=-318/124, 5-16=0/392, 5-14=-103/528, 6-14=-509/142, 7-14=-103/527, 7-12=0/395, 8-12=-327/125, 2-17=0/1466, 9-11=0/1522 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-3-1, Exterior(2R) 8-3-1 to 16-8-15, Interior(1) 16-8-15 to 23-2-1, Exterior(2R) 23-2-1 to 31-7-15, Interior(1) 31-7-15 to 36-9-4, Exterior(2E) 36-9-4 to 39-9-4 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) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss T17 Truss Type Hip Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997599 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-uiZ3vphhIJYHW?58URjRViiTvQtjTCLJ9fOPhOzQQqY Scale = 1:70.3 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 5x8 3x6 5x8 3x6 3x8 MT18HS3x8 3x8 3x4 3x4 3x4 3x8 3x8 3x6 4x8 4x8 3x8 MT18HS 9-6-0 9-6-0 19-11-8 10-5-8 30-5-0 10-5-8 39-11-0 9-6-0 -1-0-0 1-0-0 4-10-4 4-10-4 9-6-0 4-7-12 16-5-11 6-11-11 23-5-5 6-11-11 30-5-0 6-11-11 35-0-12 4-7-12 39-11-0 4-10-4 1-1-07-5-01-1-07-5-08.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-8], [4:0-5-12,0-2-0], [8:0-5-12,0-2-0], [9:0-3-0,0-1-8], [11:Edge,0-1-12], [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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.93 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.46 0.12 (loc) 12-14 12-14 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 157 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-17,10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-2 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-16, 7-12, 3-17, 9-11 REACTIONS. (size)17=0-3-8, 11=Mechanical Max Horz 17=143(LC 9) Max Grav 17=1655(LC 1), 11=1584(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-388/37, 3-4=-2033/0, 4-5=-1638/19, 5-7=-2211/0, 7-8=-1641/21, 8-9=-2038/0, 9-10=-342/18, 2-17=-392/56, 10-11=-286/30 BOT CHORD 16-17=-71/1628, 14-16=-54/2159, 12-14=-24/2160, 11-12=0/1639 WEBS 4-16=0/748, 5-16=-817/125, 7-12=-816/125, 8-12=0/754, 3-17=-1811/0, 9-11=-1866/0 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-3-1, Exterior(2R) 5-3-1 to 13-8-15, Interior(1) 13-8-15 to 26-2-1, Exterior(2R) 26-2-1 to 34-7-15, Interior(1) 34-7-15 to 36-9-4, Exterior(2E) 36-9-4 to 39-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss T18 Truss Type Common Qty 3 Ply 1 1 Copper Run Job Reference (optional) I40997600 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-Mv7R69iJ3dg889gK28Eg1vFe_qN5CpzSNJ7yEqzQQqX Scale = 1:47.0 1 2 3 4 5 8 7 6 9 10 4x6 3x4 3x4 3x8 6x8 6x8 6-4-12 6-4-12 12-9-8 6-4-12 -1-0-0 1-0-0 6-4-12 6-4-12 12-9-8 6-4-12 13-9-8 1-0-0 1-5-07-9-121-5-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.28 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 6=0-3-8 Max Horz 8=164(LC 9) Max Grav 8=569(LC 1), 6=569(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-466/99, 3-4=-466/99, 2-8=-513/108, 4-6=-513/108 BOT CHORD 7-8=-177/284 NOTES-(5-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-4-12, Exterior(2R) 3-4-12 to 9-4-12, Interior(1) 9-4-12 to 10-9-8, Exterior(2E) 10-9-8 to 13-9-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 6) BCSI1. 7) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 8) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss T20 Truss Type Roof Special Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997601 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-q5gpKVixqwo_lJFXbsmva7oxyEmaxG9ccztWmHzQQqW Scale = 1:22.51 2 3 47 6 5 3x4 3x4 3x4 3x4 4x6 3x4 2-3-7 2-3-7 4-6-8 2-3-1 2-3-7 2-3-7 4-6-8 2-3-1 5-6-8 1-0-0 2-7-53-11-00-10-111-3-118.00 12 8.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.07 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.01 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-3-8 Max Horz 7=-91(LC 6) Max Uplift 7=-11(LC 11), 5=-19(LC 11) Max Grav 7=165(LC 1), 5=248(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-320/0 NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) 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. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss T21 Truss Type Common Qty 4 Ply 1 1 Copper Run Job Reference (optional) I40997602 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-IHECXrjZbEwrNTqj9ZH87KK0bdyGgYvlrdc3IjzQQqV Scale = 1:67.4 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 4x6 3x8 3x8 3x4 3x4 3x6 4x6 4x6 3x6 9-11-8 9-11-8 19-11-0 9-11-8 -1-0-0 1-0-0 5-1-0 5-1-0 9-11-8 4-10-8 14-10-0 4-10-8 19-11-0 5-1-0 20-11-0 1-0-0 1-5-011-4-81-5-012.00 12 Plate Offsets (X,Y)-- [8:Edge,0-2-0], [11:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.75 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.37 0.02 (loc) 9-11 9-11 8 l/defl >999 >633 n/a L/d 240 180 n/a PLATES MT20 Weight: 97 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 or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-3-8, 8=0-3-8 Max Horz 11=228(LC 9) Max Grav 11=854(LC 1), 8=854(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-292/122, 3-4=-637/119, 4-5=-637/119, 5-6=-292/122, 2-11=-344/119, 6-8=-344/119 BOT CHORD 9-11=-46/536, 8-9=0/471 WEBS 4-9=-77/506, 3-11=-559/0, 5-8=-559/0 NOTES-(5-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-8, Exterior(2R) 6-11-8 to 12-11-8, Interior(1) 12-11-8 to 17-11-0, Exterior(2E) 17-11-0 to 20-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 6) BCSI1. 7) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 8) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss T22 Truss Type Common Qty 2 Ply 1 1 Copper Run Job Reference (optional) I40997603 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-mUoalBkBLY2i?cOvjGoNfYtAL1IVP_gv3HMdq9zQQqU Scale = 1:67.4 1 2 3 4 5 6 10 9 8 7 11 12 13 14 4x6 3x6 3x8 3x8 3x4 3x4 3x6 4x6 4x6 9-11-8 9-11-8 19-11-0 9-11-8 -1-0-0 1-0-0 5-1-0 5-1-0 9-11-8 4-10-8 14-10-0 4-10-8 19-11-0 5-1-0 1-5-011-4-81-5-012.00 12 Plate Offsets (X,Y)-- [7:Edge,0-2-0], [10:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.75 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.37 0.02 (loc) 7-8 8-10 7 l/defl >999 >633 n/a L/d 240 180 n/a PLATES MT20 Weight: 96 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* 4-8: 2x4 SPF No.2, 2-10,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 7=0-3-8 Max Horz 10=221(LC 7) Max Grav 10=856(LC 1), 7=783(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-292/122, 3-4=-640/118, 4-5=-641/118, 5-6=-268/82, 2-10=-344/119, 6-7=-258/72 BOT CHORD 8-10=-53/527, 7-8=0/478 WEBS 4-8=-77/508, 3-10=-562/0, 5-7=-580/12 NOTES-(5-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-8, Exterior(2R) 6-11-8 to 12-11-8, Interior(1) 12-11-8 to 16-9-4, Exterior(2E) 16-9-4 to 19-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 6) BCSI1. 7) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 8) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 2 1 Copper Run Job Reference (optional) I40997604 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-fF25aYniPmY8TEigy6tJqO2nWefLLmVU_vKqzwzQQqQ Scale = 1:28.6 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 18 19 20 21 22 23 24 8x16 8x16 10x10 10x10 8x16 6x16 5x10 MT18HS 4x8 8x10 2x4 4x8 4-9-12 4-9-12 8-9-5 3-11-9 12-8-15 3-11-9 17-6-11 4-9-12 4-9-12 4-9-12 8-9-5 3-11-9 12-8-15 3-11-9 17-6-11 4-9-12 0-10-02-5-40-10-02-5-44.00 12 Plate Offsets (X,Y)-- [1:0-5-8,0-0-0], [1:1-4-12,Edge], [1:0-1-15,0-0-10], [1:0-2-15,0-3-4], [3:0-2-12,0-7-12], [5:0-2-12,0-7-12], [7:0-5-8,0-0-0], [7:0-6-4,Edge], [7:1-1-1,0-0-11], [7:0-3-0,0-2-8], [8:0-4-12,0-2-0], [9:0-5-0,0-4-8], [11:0-4-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.75 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.34 0.08 (loc) 9 9 7 l/defl >999 >596 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 192 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 3-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-5-11, Right 2x6 SPF No.2 2-5-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins, except 2-0-0 oc purlins (3-4-11 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-5-8, 7=0-5-8 Max Horz 1=-24(LC 34) Max Grav 1=7209(LC 1), 7=8191(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-13572/0, 3-4=-15377/0, 4-5=-15377/0, 5-7=-13545/0 BOT CHORD 1-11=0/12550, 9-11=0/12794, 8-9=0/12754, 7-8=0/12511 WEBS 3-11=0/3378, 3-9=0/2932, 5-9=0/2976, 5-8=0/3374 NOTES-(11-14) 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, 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 20 lb down and 22 lb up at 2-6-15, 68 lb down and 82 lb up at 4-9-12, 25 lb down and 40 lb up at 6-8-13, 25 lb down and 40 lb up at 8-8-13, 25 lb down and 40 lb up at 10-8-13, and 71 lb down and 83 lb up at 12-8-14, and 19 lb down and 22 lb up at 14-11-12 on top chord, and 1534 lb down at 1-4-1, 2 lb down and 1 lb up at 2-6-15, 1534 lb down at 3-4-1, 34 lb down at 4-9-12, 1534 lb down at 5-4-1, 17 lb down at 6-8-13, 1537 lb down at 7-4-1, 17 lb down at 8-8-13, 1542 lb down at 9-4-1, 17 lb down at 10-8-13, 1542 lb down at 11-4-1, 35 lb down at 12-7-5, 1542 lb down at 13-4-1, 2 lb down and 1 lb up at 14-11-12, and 1542 lb down at 15-4-1, and 1560 lb down at 17-6-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 2 1 Copper Run Job Reference (optional) I40997604 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:51 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-fF25aYniPmY8TEigy6tJqO2nWefLLmVU_vKqzwzQQqQ 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-7=-60, 1-7=-20 Concentrated Loads (lb) Vert: 3=-28(B) 5=-31(B) 7=-1560(F) 10=-1534(F) 11=-20(B) 9=-9(B) 4=-13(B) 8=-22(B) 12=-13(B) 13=-13(B) 14=-1534(F) 15=1(B) 16=-1534(F) 17=-9(B) 18=-1537(F) 19=-1542(F) 20=-9(B) 21=-1542(F) 22=-1542(F) 23=1(B) 24=-1542(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997605 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-be9r?EpyxOosjXs33Xvnvp75lSKCpg3nSDpx2pzQQqO Scale = 1:78.0 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 14 13 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 49 50 51 52 53 54 15 5x10 MT18HS 3x6 5x10 MT18HS 6x8 12x18 MT18HS 5x10 MT18HS 6x10 5x12 4x6 4x6 3x6 4x6 4x6 5x8 4x6 5x10 MT18HS 3x8 6-3-12 6-3-12 15-4-15 9-1-3 24-6-1 9-1-3 33-7-4 9-1-3 37-9-4 4-2-0 39-10-15 2-1-11 42-2-0 2-3-1 -1-0-0 1-0-0 6-3-12 6-3-12 13-1-10 6-9-14 19-11-8 6-9-14 26-9-6 6-9-14 33-7-4 6-9-14 39-10-15 6-3-12 40-10-12 0-11-12 42-2-0 1-3-4 43-2-0 1-0-0 1-1-05-3-86-7-30-10-111-3-115-3-88.00 12 8.00 12 Plate Offsets (X,Y)-- [3:0-6-12,0-2-0], [4:0-2-4,0-2-0], [7:0-2-0,0-2-0], [8:0-6-0,0-1-8], [9:0-2-8,0-2-0], [11:0-4-8,0-0-12], [11:0-1-12,0-1-3], [14:0-6-0,Edge], [16:0-3-0,0-2-4], [22:Edge,0-10-2], [22:0-1-12,0-0-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.79 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.35 -0.49 0.17 (loc) 18-19 16-18 13 l/defl >999 >919 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 216 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-6,6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E *Except* 13-14: 2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 9-14: 2x6 SPF No.2, 2-22,2-21: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-5-4 max.): 3-8. BOT CHORD Structural wood sheathing directly applied or 7-5-12 oc bracing. WEBS 1 Row at midpt 4-21 2 Rows at 1/3 pts 7-16 REACTIONS. (size)13=0-3-8, 22=0-3-8, 15=0-3-8 Max Horz 22=122(LC 7) Max Uplift 13=-284(LC 9), 22=-782(LC 8), 15=-451(LC 4) Max Grav 13=959(LC 1), 22=2279(LC 1), 15=1480(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3020/1174, 3-4=-2453/1007, 4-5=-4157/1792, 5-7=-4110/1756, 7-8=-2126/891, 8-9=-2650/1031, 9-10=-2160/699, 10-11=-386/147, 11-13=-445/149, 2-22=-2124/758 BOT CHORD 21-22=-218/567, 19-21=-1744/3924, 18-19=-1967/4388, 16-18=-1669/3801, 15-16=-674/2089, 14-15=-678/2101, 13-14=-269/841 WEBS 3-21=-480/1226, 4-21=-1871/945, 4-19=-170/652, 5-19=-361/268, 5-18=-420/294, 7-18=-235/780, 7-16=-2094/1004, 8-16=-336/948, 9-16=-302/406, 9-14=-698/320, 2-21=-901/1985, 10-14=-365/1105, 10-13=-982/307 NOTES-(13-16) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 2 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=284, 22=782, 15=451. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997605 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:54 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-3qjDDapaihxjKhRFdFQ0R0fGVsgRY7JxgtYUaFzQQqN NOTES-(13-16) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 90 lb down and 101 lb up at 7-0-12, 92 lb down and 101 lb up at 9-0-12, 92 lb down and 101 lb up at 11-0-12, 92 lb down and 101 lb up at 13-0-12, 92 lb down and 101 lb up at 15-0-12, 92 lb down and 101 lb up at 16-10-4, 92 lb down and 101 lb up at 18-10-4, 92 lb down and 101 lb up at 19-6-12, 92 lb down and 101 lb up at 21-6-12, 92 lb down and 101 lb up at 23-6-12, 92 lb down and 101 lb up at 25-6-12, 92 lb down and 101 lb up at 27-6-12, 92 lb down and 101 lb up at 29-6-12, 92 lb down and 101 lb up at 31-6-12, 86 lb down and 103 lb up at 33-7-4, and 78 lb down and 73 lb up at 35-6-12, and 75 lb down and 60 lb up at 37-6-12 on top chord, and 122 lb down and 73 lb up at 3-0-12, 114 lb down and 80 lb up at 5-0-12, 37 lb down and 24 lb up at 7-0-12, 37 lb down and 24 lb up at 9-0-12, 37 lb down and 24 lb up at 11-0-12, 37 lb down and 24 lb up at 13-0-12, 37 lb down and 24 lb up at 15-0-12, 37 lb down and 24 lb up at 16-10-4, 37 lb down and 24 lb up at 18-10-4, 37 lb down and 24 lb up at 19-6-12, 37 lb down and 24 lb up at 21-6-12, 37 lb down and 24 lb up at 23-6-12, 37 lb down and 24 lb up at 25-6-12, 37 lb down and 24 lb up at 27-6-12, 37 lb down and 24 lb up at 29-6-12, 37 lb down and 24 lb up at 31-6-12, 37 lb down and 24 lb up at 33-6-12, and 34 lb down at 35-6-12, and 34 lb down at 37-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 14) BCSI1. 15) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 16) 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, 3-8=-60, 8-11=-60, 11-12=-60, 14-22=-20, 13-14=-20 Concentrated Loads (lb) Vert: 8=-38(F) 4=-38(F) 16=-20(F) 15=-24(F) 23=-38(F) 24=-38(F) 25=-38(F) 26=-38(F) 27=-38(F) 28=-38(F) 29=-38(F) 30=-38(F) 31=-38(F) 32=-38(F) 33=-38(F) 34=-38(F) 35=-38(F) 36=-38(F) 37=-35(F) 38=-122(F) 39=-114(F) 40=-20(F) 41=-20(F) 42=-20(F) 43=-20(F) 44=-20(F) 45=-20(F) 46=-20(F) 47=-20(F) 48=-20(F) 49=-20(F) 50=-20(F) 51=-20(F) 52=-20(F) 53=-20(F) 54=-20(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss TG03 Truss Type Half Hip Girder Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997606 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-?Cr_eGrrEJBRa?belfSUXRlbgfRP018D8B1bf8zQQqL Scale = 1:70.1 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 49 5x10 MT18HS 3x8 MT18HS 4x6 6x10 12x18 MT18HS 5x10 MT18HS5x12 3x8 4x6 3x6 5x6 4x8 5x12 WB 5x10 MT18HS 6-6-0 6-6-0 17-6-13 11-0-13 28-7-11 11-0-13 39-11-0 11-3-5 -1-0-0 1-0-0 6-6-0 6-6-0 14-9-10 8-3-10 23-1-4 8-3-10 31-4-14 8-3-10 39-11-0 8-6-2 1-1-05-5-08.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-1-12], [4:0-3-0,0-1-8], [7:0-3-4,0-1-8], [8:0-6-0,Edge], [9:Edge,0-3-8], [10:Edge,0-4-4], [16:Edge,0-10-2], [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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.44 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.33 -0.45 0.10 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 206 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,5-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-15,2-16,2-15: 2x4 SPF No.2, 7-10: 2x4 SPF 2100F 1.8E OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-8-3 max.): 3-9. BOT CHORD Structural wood sheathing directly applied or 7-4-14 oc bracing. WEBS 1 Row at midpt 4-15, 6-11, 7-10 REACTIONS. (size)10=Mechanical, 16=0-3-8 Max Horz 16=146(LC 5) Max Uplift 10=-955(LC 5), 16=-798(LC 8) Max Grav 10=2213(LC 1), 16=2354(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3138/1211, 3-4=-2550/1040, 4-6=-4404/1887, 6-7=-3610/1540, 9-10=-272/162, 2-16=-2192/772 BOT CHORD 15-16=-258/557, 13-15=-1941/4238, 11-13=-1999/4360, 10-11=-1402/3029 WEBS 3-15=-442/1199, 4-15=-1985/1042, 4-13=-32/555, 6-11=-1016/567, 7-11=-369/1237, 7-10=-3487/1578, 2-15=-950/2084 NOTES-(12-15) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 3 = 8%, joint 2 = 16% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=955, 16=798. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss TG03 Truss Type Half Hip Girder Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997606 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:56 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-?Cr_eGrrEJBRa?belfSUXRlbgfRP018D8B1bf8zQQqL NOTES-(12-15) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 103 lb up at 6-10-12, 94 lb down and 103 lb up at 8-10-12, 94 lb down and 103 lb up at 10-10-12, 94 lb down and 103 lb up at 12-10-12, 94 lb down and 103 lb up at 14-10-12, 94 lb down and 103 lb up at 16-10-12, 94 lb down and 103 lb up at 17-11-12, 94 lb down and 103 lb up at 19-11-12, 94 lb down and 103 lb up at 21-11-12, 94 lb down and 103 lb up at 23-11-12, 94 lb down and 103 lb up at 25-11-12, 94 lb down and 103 lb up at 27-11-12, 94 lb down and 103 lb up at 29-11-12, 94 lb down and 103 lb up at 31-11-12, 94 lb down and 103 lb up at 33-11-12, and 94 lb down and 103 lb up at 35-11-12, and 94 lb down and 103 lb up at 37-11-12 on top chord, and 124 lb down and 63 lb up at 2-10-12, 119 lb down and 76 lb up at 4-10-12, 38 lb down and 24 lb up at 6-10-12, 38 lb down and 24 lb up at 8-10-12, 38 lb down and 24 lb up at 10-10-12, 38 lb down and 24 lb up at 12-10-12, 38 lb down and 24 lb up at 14-10-12, 38 lb down and 24 lb up at 16-10-12, 38 lb down and 24 lb up at 17-11-12, 38 lb down and 24 lb up at 19-11-12, 38 lb down and 24 lb up at 21-11-12, 38 lb down and 24 lb up at 23-11-12, 38 lb down and 24 lb up at 25-11-12, 38 lb down and 24 lb up at 27-11-12, 38 lb down and 24 lb up at 29-11-12, 38 lb down and 24 lb up at 31-11-12, 38 lb down and 24 lb up at 33-11-12, and 38 lb down and 24 lb up at 35-11-12, and 38 lb down and 24 lb up at 37-11-12 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) 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: 15=-22(B) 4=-42(B) 12=-22(B) 17=-42(B) 18=-42(B) 19=-42(B) 20=-42(B) 21=-42(B) 22=-42(B) 23=-42(B) 24=-42(B) 25=-42(B) 26=-42(B) 27=-42(B) 28=-42(B) 29=-42(B) 30=-42(B) 31=-42(B) 32=-42(B) 33=-124(B) 34=-119(B) 35=-22(B) 36=-22(B) 37=-22(B) 38=-22(B) 39=-22(B) 40=-22(B) 41=-22(B) 42=-22(B) 43=-22(B) 44=-22(B) 45=-22(B) 46=-22(B) 47=-22(B) 48=-22(B) 49=-22(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss TG04 Truss Type Common Girder Qty 1 Ply 2 1 Copper Run Job Reference (optional) I40997607 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-TPPMrcsT?cJHB99qINzj3fHo23omlVeNNrn8BazQQqK Scale = 1:47.4 1 2 3 4 8 7 6 59101112 5x6 4x10 5x6 5x6 8x8 8x8 5x6 4-4-5 4-4-5 8-5-3 4-0-13 12-9-8 4-4-5 6-4-12 6-4-12 12-9-8 6-4-12 13-9-8 1-0-0 1-5-07-9-121-5-012.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-1-0], [3:0-3-4,0-1-0], [5:Edge,0-3-8], [6:0-4-0,0-4-12], [7:0-4-0,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.37 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 153 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 5=0-3-8 Max Horz 8=-155(LC 4) Max Uplift 5=-109(LC 9) Max Grav 8=5691(LC 1), 5=3831(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4424/0, 2-3=-4166/121, 1-8=-3938/0, 3-5=-3826/61 BOT CHORD 7-8=-90/464, 6-7=0/2154 WEBS 2-6=-618/2544, 2-7=0/3227, 1-7=0/2759, 3-6=-103/2780 NOTES-(9-12) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=109. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1568 lb down at 0-8-12, 1564 lb down at 2-8-12, 1564 lb down at 4-8-12, and 1564 lb down at 6-8-12, and 2193 lb down and 975 lb up at 8-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss TG04 Truss Type Common Girder Qty 1 Ply 2 1 Copper Run Job Reference (optional) I40997607 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:58 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-ybzk2xt5mwR8pJk0s4VycsqzoT8?UyuWbVWij0zQQqJ 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, 5-8=-20 Concentrated Loads (lb) Vert: 6=-2193(B) 9=-1568(B) 10=-1564(B) 11=-1564(B) 12=-1564(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss TG05 Truss Type Half Hip Girder Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997608 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:36:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-ybzk2xt5mwR8pJk0s4Vycsq9KTDLU99WbVWij0zQQqJ Scale = 1:17.8 1 2 3 4 7 6 5 8 9 4x8 3x4 4x6 3x4 3x4 3x4 1-6-11 1-6-11 4-0-0 2-5-5 -1-0-0 1-0-0 1-6-11 1-6-11 4-0-0 2-5-5 1-5-02-11-1112.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [3:0-6-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=84(LC 5) Max Uplift 5=-43(LC 5), 7=-19(LC 8) Max Grav 5=144(LC 1), 7=234(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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, 7. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 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) 59 lb down and 46 lb up at 2-0-12 on top chord, and 20 lb down at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) 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: 8=-6(F) 9=-7(F) April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss TG06 Truss Type Half Hip Girder Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997609 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:37:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-u_4UTduLIXhs2cuP_VXQhHvVqHvty3Vp3p?povzQQqH Scale = 1:18.4 1 2 3 4 7 6 5 4x8 3x4 4x6 3x4 3x4 3x4 1-8-0 1-8-0 3-10-8 2-2-8 -1-0-0 1-0-0 1-8-0 1-8-0 3-10-8 2-2-8 1-5-03-1-012.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [3:0-6-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.02 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=87(LC 5) Max Uplift 5=-53(LC 5), 7=-33(LC 8) Max Grav 5=142(LC 1), 7=235(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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, 7. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 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) 111 lb down and 90 lb up at 1-8-0 on top chord, and 17 lb down at 1-8-0, and 21 lb down at 1-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) 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=-11(B) 6=-9(B) April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss TG07 Truss Type Common Girder Qty 1 Ply 2 1 Copper Run Job Reference (optional) I40997610 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:37:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-MAeshzvz2rpjgmTbXD2fEVScdgBShLSzHTlMKLzQQqG Scale: 3/16"=1' 1 2 3 6 5 478910 4x6 3x4 4x6 3x8 4x6 10x10 4-8-8 4-8-8 9-5-0 4-8-8 4-8-8 4-8-8 9-5-0 4-8-8 10-10-01-5-012.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-2-0], [4:0-3-12,0-0-12], [5:0-2-8,0-5-12], [6:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.26 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 141 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-6,2-5: 2x3 SPF No.2, 3-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-6 REACTIONS. (size)6=0-3-8, 4=0-3-8 Max Horz 6=-277(LC 23) Max Grav 6=3096(LC 1), 4=3800(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2609/0, 3-4=-2234/0 BOT CHORD 5-6=0/1782, 4-5=0/368 WEBS 2-6=-2815/0, 2-5=0/3656, 3-5=0/1452 NOTES-(7-10) 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: 2x8 - 2 rows staggered at 0-6-0 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) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1542 lb down at 2-2-12, 1542 lb down at 4-2-12, and 1542 lb down at 6-2-12, and 1542 lb down at 8-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Continued on page 2 April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss TG07 Truss Type Common Girder Qty 1 Ply 2 1 Copper Run Job Reference (optional) I40997610 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:37:01 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-MAeshzvz2rpjgmTbXD2fEVScdgBShLSzHTlMKLzQQqG LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-1542(B) 8=-1542(B) 9=-1542(B) 10=-1542(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss V01 Truss Type GABLE Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997611 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:37:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-qMCFuJwbp9xaIw2o5wZumi?f74VFQxI6W7UvsozQQqF Scale = 1:35.7 1 2 3 5 4 6 3x4 3x4 3x4 2x4 4x6 7-7-8 7-7-8 5-4-4 5-4-4 7-7-8 2-3-4 0-0-45-4-43-1-012.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.87 0.35 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 2-3: 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 2-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-7-8, 4=7-7-8, 5=7-7-8 Max Horz 1=118(LC 7) Max Uplift 1=-1(LC 6), 4=-43(LC 6), 5=-13(LC 7) Max Grav 1=205(LC 18), 4=91(LC 18), 5=349(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-12 to 3-3-12, Exterior(2R) 3-3-12 to 5-4-4, Exterior(2E) 5-4-4 to 7-6-4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss V02 Truss Type GABLE Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997612 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:37:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-IZmd6fwEaS3Rv4d_fe47JwXvyUu19PoFlnETPEzQQqE Scale = 1:27.5 1 2 3 5 4 6 3x4 3x4 3x4 3x4 2x4 6-3-8 6-3-8 4-0-4 4-0-4 6-3-8 2-3-4 0-0-44-0-41-9-012.00 12 Plate Offsets (X,Y)-- [1:0-3-3,Edge], [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.48 0.19 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-3-8, 4=6-3-8, 5=6-3-8 Max Horz 1=82(LC 7) Max Uplift 1=-12(LC 11), 4=-34(LC 11) Max Grav 1=153(LC 18), 4=92(LC 18), 5=276(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-0 to 3-3-0, Exterior(2R) 3-3-0 to 4-0-4, Exterior(2E) 4-0-4 to 6-2-4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss V03 Truss Type GABLE Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997613 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:37:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-mlK?J?xsLmBIXECADLbMr749KuFmutrP_Rz0xgzQQqD Scale = 1:16.2 1 2 3 4 3x4 3x4 3x4 2x4 4-11-8 4-11-8 2-8-4 2-8-4 4-11-8 2-3-4 0-0-42-8-40-1-712.00 12 Plate Offsets (X,Y)-- [1:0-3-3,Edge], [3:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.09 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-11-8, 3=4-11-8, 4=4-11-8 Max Horz 1=-44(LC 6) Max Uplift 1=-12(LC 11), 3=-12(LC 11) Max Grav 1=116(LC 1), 3=111(LC 1), 4=150(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss V04 Truss Type Valley Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997614 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:37:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:q0xHq4ILqHnk?iF6h5hGlkzHVeg-ExuNWLyU64J99NnNm27bOLdMJIb_dKOYC5jZT6zQQqC Scale = 1:9.6 1 2 3 3x4 3x4 3x4 0-0-4 0-0-4 2-8-7 2-8-3 1-4-4 1-4-4 2-8-7 1-4-4 0-0-41-4-40-0-412.00 12 Plate Offsets (X,Y)-- [1:0-3-3,Edge], [2:0-0-0,0-0-1], [3:0-0-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-7-15, 3=2-7-15 Max Horz 1=-20(LC 6) Max Grav 1=88(LC 1), 3=88(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss V05 Truss Type GABLE Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997615 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:37:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-j8Slkhz6tNR0mXLZKmeqwY9RYhwqMjsiRkS7?ZzQQqB Scale = 1:65.7 1 2 3 4 5 6 7 12 11 10 9 8 13 3x4 6x18 MT18HS 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-5-4 10-5-4 10-0-7 10-0-7 10-5-4 0-4-13 0-0-410-0-79-7-1012.00 12 Plate Offsets (X,Y)-- [6:0-2-8,0-0-0], [6:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.40 0.18 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 MT18HS Weight: 61 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-9: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8 REACTIONS.All bearings 10-5-4. (lb) - Max Horz 1=262(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 10, 11, 12 except 8=-152(LC 9), 9=-103(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 8, 9, 10, 11, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-291/168 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 7-0-7, Exterior(2R) 7-0-7 to 10-0-7, Exterior(2E) 10-0-7 to 10-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10, 11, 12 except (jt=lb) 8=152, 9=103. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss V06 Truss Type GABLE Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997616 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:37:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-fWZW9M_MP?hk0rVxSBgI0zFqdVadqel_u2xE4RzQQq9 Scale = 1:53.6 1 2 3 4 5 9 8 7 6 10 11 12 13 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 17-4-15 17-4-15 8-8-7 8-8-7 17-4-15 8-8-7 0-0-48-8-70-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.23 0.22 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS.All bearings 17-4-15. (lb) - Max Horz 1=-150(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-165(LC 10), 6=-165(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=429(LC 17), 6=429(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-326/209, 4-6=-326/209 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-12 to 3-3-12, Interior(1) 3-3-12 to 5-8-7, Exterior(2R) 5-8-7 to 11-8-7, Interior(1) 11-8-7 to 14-1-3, Exterior(2E) 14-1-3 to 17-1-3 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=165, 6=165. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss V07 Truss Type GABLE Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997617 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:37:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-7j7uMi?_AIpae?48?uBXYBn0cvyuZ5087ihncuzQQq8 Scale = 1:45.0 1 2 3 4 5 8 7 6 9 10 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 14-8-15 14-8-15 7-4-7 7-4-7 14-8-15 7-4-7 0-0-47-4-70-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.15 0.09 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-8-15. (lb) - Max Horz 1=-126(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-139(LC 10), 6=-138(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=352(LC 17), 6=351(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-267/177, 4-6=-267/177 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 3-4-7, Interior(1) 3-4-7 to 4-4-7, Exterior(2R) 4-4-7 to 10-4-7, Interior(1) 10-4-7 to 11-4-7, Exterior(2E) 11-4-7 to 14-4-11 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=139, 6=138. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss V08 Truss Type GABLE Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997618 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:37:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-bvhGa20dxcyRF9fKZcim5OK8hJI0IZsHMMQK8KzQQq7 Scale = 1:38.8 1 2 3 4 5 8 7 6 9 10 3x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 12-0-15 12-0-15 6-0-7 6-0-7 12-0-15 6-0-7 0-0-46-0-70-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.32 0.10 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-0-15. (lb) - Max Horz 1=-103(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-128(LC 10), 6=-128(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=311(LC 17), 6=311(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-255/199, 4-6=-255/199 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-14 to 3-3-14, Exterior(2R) 3-3-14 to 8-9-1, Exterior(2E) 8-9-1 to 11-9-1 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=128, 6=128. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss V09 Truss Type GABLE Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997619 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:37:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-35FenO1Fiw4ItIEW7JD?dctJaicS10eRb0AuhmzQQq6 Scale = 1:31.4 1 2 3 4 5 6 3x6 3x6 3x6 2x4 9-4-15 9-4-15 4-8-7 4-8-7 9-4-15 4-8-7 0-0-44-8-70-0-412.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.38 0.21 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-4-15, 3=9-4-15, 4=9-4-15 Max Horz 1=79(LC 7) Max Uplift 1=-3(LC 11), 3=-3(LC 11) Max Grav 1=184(LC 1), 3=184(LC 1), 4=334(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-14 to 3-3-14, Exterior(2R) 3-3-14 to 6-1-1, Exterior(2E) 6-1-1 to 9-1-1 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss V10 Truss Type GABLE Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997620 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:37:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-XHp1_k1tTDC9VSpjh0lEApPUD6zcmUbapgvRDCzQQq5 Scale = 1:23.2 1 2 3 43x4 3x4 3x4 2x4 6-8-15 6-8-15 3-4-7 3-4-7 6-8-15 3-4-7 0-0-43-4-70-0-412.00 12 Plate Offsets (X,Y)-- [1:0-3-3,Edge], [3:0-0-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.16 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-8-15, 3=6-8-15, 4=6-8-15 Max Horz 1=-56(LC 6) Max Uplift 1=-16(LC 11), 3=-16(LC 11) Max Grav 1=149(LC 1), 3=149(LC 1), 4=201(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss V11 Truss Type Valley Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997621 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:37:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-?UNPC42VEXK06cOvEkGTj1yjVWLTVxAk2Kf?lfzQQq4 Scale = 1:13.0 1 2 3 4 3x4 3x4 3x4 2x4 0-0-4 0-0-4 4-0-15 4-0-11 2-0-7 2-0-7 4-0-15 2-0-7 0-0-42-0-70-0-412.00 12 Plate Offsets (X,Y)-- [1:0-3-3,Edge], [3:0-0-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.05 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-15 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-0-7, 3=4-0-7, 4=4-0-7 Max Horz 1=32(LC 7) Max Uplift 1=-9(LC 11), 3=-9(LC 11) Max Grav 1=85(LC 1), 3=85(LC 1), 4=115(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Copper_Run Truss V13 Truss Type GABLE Qty 1 Ply 1 1 Copper Run Job Reference (optional) I40997622 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:37:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-?UNPC42VEXK06cOvEkGTj1yitWKAVx7k2Kf?lfzQQq4 Scale = 1:14.5 1 2 3 4 3x4 3x4 3x4 2x4 4-8-3 4-8-3 2-4-2 2-4-2 4-8-3 2-4-2 0-0-42-4-20-0-412.00 12 Plate Offsets (X,Y)-- [1:0-3-3,Edge], [3:0-0-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.07 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-3 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-8-3, 3=4-8-3, 4=4-8-3 Max Horz 1=-37(LC 6) Max Uplift 1=-11(LC 11), 3=-11(LC 11) Max Grav 1=100(LC 1), 3=100(LC 1), 4=135(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 15,2020 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths