Loading...
HomeMy WebLinkAboutI38218157.B1990204916023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). August 20,2019 Liu, Xuegang Pages or sheets covered by this seal: I38218157 thru I38218166 My license renewal date for the state of Indiana is July 31, 2020. B19902049 McKenzie 5 Hamlet 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 B19902049 Truss F01 Truss Type Floor Qty 2 Ply 1 McKenzie 5 Hamlet Job Reference (optional) I38218157 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 19 14:43:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-sx1TQ6syXSbfHqtzqCCa2pGECMox6b_0hEK0DYymFck Scale = 1:26.5 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 2x4 3x6 2x4 2x4 3x6 2x4 4x6 4x6 4x6 4x6 2x4 2x4 3x4 3x4 3x6 3x4 2x4 2x4 3x4 2x4 16-0-0 16-0-0 1-6-0 1-4-8 0-1-8 0-1-8 2-0-02-0-0Plate Offsets (X,Y)-- [5:0-1-8,Edge], [6:0-1-8,Edge], [11:0-1-8,Edge], [15:0-1-8,0-0-0], [16:0-1-8,Edge], [19:0-1-8,0-1-0], [20:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.41 0.60 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.12 0.03 (loc) 14-15 14-15 12 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 79 lb FT = 20%F, 11%E GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) *Except* 10-12,2-18,10-13,2-17,8-13,4-17,8-14,4-16,6-14: 2x4 SPF-S Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)18=626/0-5-8, 12=626/0-5-8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-865/0, 3-4=-865/0, 4-5=-1302/0, 5-6=-1302/0, 6-7=-1285/0, 7-8=-1285/0, 8-9=-866/0, 9-10=-866/0 BOT CHORD 17-18=0/491, 16-17=0/1117, 15-16=0/1302, 14-15=0/1302, 13-14=0/1117, 12-13=0/492 WEBS 10-12=-750/0, 2-18=-748/0, 10-13=0/584, 2-17=0/584, 8-13=-392/0, 4-17=-394/0, 8-14=0/263, 4-16=0/370 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. August 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902049 Truss F02 Truss Type FLOOR Qty 14 Ply 1 McKenzie 5 Hamlet Job Reference (optional) I38218158 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 19 14:43:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-K7brdRsaIljWv_S9Ovjpb1pMgm4rryZ9vu3Zm?ymFcj Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 45 46 3x6 FP 2x4 4x6 2x4 2x4 2x4 3x6 FP 3x6 4x6 5x6 4x8 2x4 2x4 4x6 5x8 4x6 4x6 2x4 2x4 4x6 4x6 4x6 4x6 4x6 2x4 2x4 4x6 2x4 4x6 4x6 4x10 4x6 4x6 2x4 2x4 4x6 4x8 4x6 4x6 4x6 2x4 2x4 4x6 2x4 3x6 FP 3x6 FP 22-1-4 22-1-4 37-10-8 15-9-4 1-6-0 1-3-8 1-2-8 0-1-8 0-1-8 2-0-02-0-0Plate Offsets (X,Y)-- [8:0-1-8,Edge], [9:0-1-8,0-0-0], [20:0-1-8,Edge], [21:0-1-8,Edge], [27:0-1-8,Edge], [28:Edge,0-1-8], [31:0-1-8,0-0-0], [32:0-1-8,Edge], [38:0-1-8,Edge], [39:0-1-8,Edge], [45:0-1-8,0-1-0], [46:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.62 0.88 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.28 0.05 (loc) 39-40 39-40 28 l/defl >999 >940 n/a L/d 480 360 n/a PLATES MT20 Weight: 185 lb FT = 20%F, 11%E GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF-S Stud(flat) *Except* 44-45,1-44,28-46,27-28,16-35,3-43,14-36,5-42,11-37,7-40,9-38,8-39 ,25-29,18-33,23-30,20-32,21-31: 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)44=750/0-5-8, 28=447/0-5-8, 35=1804/0-5-8 Max Grav 44=770(LC 2), 28=534(LC 3), 35=1804(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1112/0, 3-4=-1112/0, 4-5=-1766/0, 5-6=-1766/0, 6-7=-2022/0, 7-8=-2022/0, 8-9=-1898/0, 9-10=-1898/0, 10-11=-1259/0, 11-13=-1259/0, 13-14=-266/180, 14-15=-266/180, 15-16=0/1433, 16-17=0/1433, 17-18=-291/680, 18-19=-291/680, 19-20=-886/246, 20-21=-886/246, 21-23=-985/57, 23-24=-985/57, 24-25=-711/0, 25-26=-711/0 BOT CHORD 43-44=0/618, 42-43=0/1483, 40-42=0/1931, 39-40=0/1898, 38-39=0/1898, 37-38=0/1596, 36-37=0/805, 35-36=-611/0, 33-35=-931/0, 32-33=-480/611, 31-32=-246/886, 30-31=-246/886, 29-30=-6/886, 28-29=0/413 WEBS 2-44=-941/0, 15-35=-1230/0, 2-43=0/772, 15-36=0/1060, 4-43=-580/0, 13-36=-866/0, 4-42=0/442, 13-37=0/735, 6-42=-257/0, 10-37=-553/0, 10-38=0/596, 9-38=-282/0, 8-40=-66/380, 26-28=-628/0, 17-35=-949/0, 26-29=0/465, 17-33=0/796, 24-29=-273/73, 19-33=-615/0, 19-32=0/629, 20-32=-296/0, 21-30=0/424 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. August 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902049 Truss F03 Truss Type Floor Qty 1 Ply 1 McKenzie 5 Hamlet Job Reference (optional) I38218159 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 19 14:43:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-oJ8DrntC33rNX81LydF27EMbC9VsaTLI8Yp6IRymFci Scale = 1:26.8 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 2x4 2x4 3x6 2x4 4x6 4x6 4x6 4x6 4x6 4x6 2x4 2x4 3x4 3x4 3x6 3x4 2x4 2x4 3x4 2x4 0-3-8 0-3-8 16-0-0 15-8-8 1-3-0 1-6-0 1-4-0 0-3-8 0-1-8 2-0-01-9-02-0-0Plate Offsets (X,Y)-- [1:0-3-0,Edge], [6:0-1-8,Edge], [7:0-1-8,Edge], [11:0-1-8,Edge], [14:0-1-8,Edge], [15:0-1-8,Edge], [18:0-1-8,Edge], [20:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.38 0.57 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.11 -0.01 (loc) 15-16 15-16 12 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 81 lb FT = 20%F, 11%E GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) *Except* 1-18,10-12,2-17,10-13,4-17,8-13,4-16,8-14,6-16: 2x4 SPF-S Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)12=617/0-5-8, 1=621/0-3-8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-425/0, 2-3=-811/0, 3-4=-811/0, 4-5=-1243/0, 5-6=-1243/0, 6-7=-1267/0, 7-8=-1267/0, 8-9=-850/0, 9-10=-850/0 BOT CHORD 17-18=0/423, 16-17=0/1068, 15-16=0/1267, 14-15=0/1267, 13-14=0/1094, 12-13=0/484 WEBS 2-18=-538/0, 1-18=0/700, 10-12=-736/0, 2-17=0/592, 10-13=0/572, 4-17=-402/0, 8-13=-382/0, 4-16=0/273, 8-14=0/353 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. August 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902049 Truss F04 Truss Type Floor Qty 4 Ply 1 McKenzie 5 Hamlet Job Reference (optional) I38218160 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 19 14:43:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-kiG_GTvSbg55mRBk32HWCfRxVzAj2MMbcsIDMJymFcg Scale = 1:55.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 44 2x4 3x6 FP 2x4 2x4 4x6 3x6 FP4x8 4x6 2x4 4x6 2x4 4x6 4x6 2x4 3x4 4x6 4x8 4x6 4x6 2x4 2x4 4x6 4x6 4x6 4x6 2x4 2x4 4x6 4x6 4x6 3x4 2x4 4x6 4x6 4x6 4x6 2x4 2x4 4x6 4x6 4x6 2x4 2x4 3x6 FP 0-3-8 0-3-8 16-10-8 16-7-0 17-0-12 0-2-4 17-3-0 0-2-4 32-11-0 15-8-0 1-3-0 1-6-0 0-8-8 0-4-8 1-0-8 0-3-8 0-1-8 2-0-01-9-02-0-0Plate Offsets (X,Y)-- [1:0-3-0,Edge], [7:0-1-8,Edge], [8:0-1-8,Edge], [13:0-3-0,Edge], [14:0-3-0,Edge], [18:0-1-8,Edge], [19:0-1-8,Edge], [25:0-1-8,Edge], [26:Edge,0-1-8], [29:0-1-8,0-0-0], [30:0-1-8,Edge], [34:0-1-8,Edge], [37:0-1-8,0-0-0], [38:0-1-8,Edge], [42:0-1-8,Edge], [44:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.33 0.55 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.13 -0.03 (loc) 38-39 38-39 26 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 169 lb FT = 20%F, 11%E GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF-S Stud(flat) *Except* 1-43,26-44,25-26,2-42,13-34,14-33,3-41,12-35,5-39,9-36,7-38,8-37 ,15-32,23-27,17-31,20-28,18-30,19-29: 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 0-3-8 except (jt=length) 26=0-5-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) except 1=656(LC 4), 13=762(LC 2), 14=703(LC 3), 26=613(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-451/0, 2-3=-865/0, 3-4=-865/0, 4-5=-1354/0, 5-6=-1354/0, 6-7=-1389/0, 7-8=-1389/0, 8-9=-1173/0, 9-10=-1173/0, 10-12=-501/0, 12-13=-505/0, 14-15=-475/0, 15-16=-471/0, 16-17=-1079/0, 17-18=-1079/0, 18-19=-1251/0, 19-20=-1240/0, 20-21=-1240/0, 21-23=-844/0, 23-24=-844/0 BOT CHORD 41-42=0/449, 39-41=0/1154, 38-39=0/1430, 37-38=0/1389, 36-37=0/1389, 35-36=0/886, 31-32=0/822, 30-31=0/1251, 29-30=0/1251, 28-29=0/1251, 27-28=0/1084, 26-27=0/481 WEBS 2-42=-570/0, 1-42=0/743, 2-41=0/635, 13-35=0/751, 4-41=-452/0, 10-35=-602/0, 4-39=0/311, 10-36=0/449, 8-36=-394/0, 24-26=-732/0, 14-32=0/706, 24-27=0/567, 16-32=-549/0, 21-27=-374/0, 16-31=0/401, 18-31=-343/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. August 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902049 Truss F05 Truss Type FLOOR Qty 4 Ply 1 McKenzie 5 Hamlet Job Reference (optional) I38218161 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 19 14:43:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-DuqMTpw4M_DyOblwdlollt_3yNWgnpblqW1nvmymFcf Scale = 1:55.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 41 2x4 3x6 FP 2x4 2x4 4x6 3x6 FP4x8 4x6 3x6 4x6 4x6 2x4 4x6 2x4 4x6 4x8 4x6 2x4 4x6 4x6 2x4 4x6 2x4 4x6 4x6 4x8 4x6 4x6 2x4 2x4 4x6 4x6 4x6 4x6 4x6 2x4 2x4 4x6 2x4 3x6 FP 3x6 FP 0-3-8 0-3-8 17-1-12 16-10-4 32-11-0 15-9-4 1-3-0 1-6-0 1-0-8 1-2-8 0-3-8 0-1-8 2-0-01-9-02-0-0Plate Offsets (X,Y)-- [1:0-3-0,Edge], [7:0-1-8,Edge], [8:0-1-8,0-0-0], [17:0-1-8,Edge], [18:0-1-8,Edge], [24:0-1-8,Edge], [25:Edge,0-1-8], [28:0-1-8,Edge], [29:0-1-8,Edge], [34:0-1-8,Edge], [35:0-1-8,Edge], [39:0-1-8,Edge], [41:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.54 0.57 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.17 -0.02 (loc) 35-36 35-36 32 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 163 lb FT = 20%F, 11%E GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF-S Stud(flat) *Except* 1-40,25-41,24-25,2-39,13-32,3-38,10-33,5-36,8-34,7-35,22-26,15-30 ,19-27,17-29,18-28: 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 32-33,30-32,29-30. REACTIONS.(lb/size)1=576/0-3-8, 25=519/0-5-8, 32=1496/0-5-8 Max Grav 1=604(LC 2), 25=556(LC 3), 32=1496(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-413/0, 2-3=-782/0, 3-4=-782/0, 4-5=-1188/0, 5-6=-1188/0, 6-7=-1106/0, 7-8=-1106/0, 8-9=-1106/0, 9-10=-460/122, 10-11=-460/122, 11-13=0/833, 13-14=0/833, 14-15=-435/186, 15-16=-435/186, 16-17=-986/0, 17-18=-986/0, 18-19=-1056/0, 19-20=-1056/0, 20-22=-748/0, 22-23=-748/0 BOT CHORD 38-39=0/412, 36-38=0/1031, 35-36=0/1221, 34-35=0/1106, 33-34=0/801, 32-33=-314/4, 30-32=-374/18, 29-30=-49/736, 28-29=0/986, 27-28=0/986, 26-27=0/941, 25-26=0/432 WEBS 2-39=-520/0, 1-39=0/681, 2-38=0/565, 11-32=-907/0, 11-33=0/751, 4-38=-389/0, 9-33=-569/0, 9-34=0/558, 8-34=-280/0, 6-35=-307/0, 23-25=-657/0, 14-32=-855/0, 23-26=0/494, 14-30=0/701, 20-26=-302/0, 16-30=-520/0, 16-29=0/494, 18-27=0/274 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. August 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902049 Truss FE01 Truss Type Floor Supported Gable Qty 1 Ply 1 McKenzie 5 Hamlet Job Reference (optional) I38218162 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 19 14:43:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-h5Okh9wi7HLp0lK7BTJ_I4WMRn_cWNuu3AnKRCymFce Scale = 1:26.5 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 27 28 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-0-0 16-0-0 0-1-8 0-1-8 2-0-02-0-0Plate Offsets (X,Y)-- [13:0-1-8,Edge], [27:0-1-8,0-1-0], [28:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.05 0.01 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 75 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-0-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 26, 14, 25, 24, 23, 22, 21, 20, 19, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. August 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902049 Truss FE02 Truss Type Floor Supported Gable Qty 1 Ply 1 McKenzie 5 Hamlet Job Reference (optional) I38218163 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 19 14:43:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-9Hy6uVxLubTgdvvJkAqDqI3X7AKqFq61IqWtzeymFcd Scale = 1:54.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 57 3x6 FP 3x4 3x6 FP 3x6 FP 3x6 FP 32-7-8 32-7-8 0-1-8 2-0-02-0-0Plate Offsets (X,Y)-- [28:0-1-8,Edge], [57:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.05 0.01 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 29 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 144 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 32-7-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 56, 29, 55, 54, 52, 51, 50, 49, 48, 47, 46, 45, 44, 43, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 2x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. August 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902049 Truss FG01 Truss Type Floor Girder Qty 1 Ply 1 McKenzie 5 Hamlet Job Reference (optional) I38218164 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 19 14:43:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-dTWV5ryzfvbXF3UVIuMTNVcbaad3_6aBWUGRV5ymFcc Scale = 1:13.3 1 2 3 4 5 6 10 9 8 7 11 12 13 8x16 8x16 3x12 3x12 10x16 MT18HS 5x6 3x12 10x16 MT18HS 5x6 3x12 6-0-0 6-0-0 1-2-0 0-7-0 1-9-00-1-81-9-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-4-8,0-0-0], [7:Edge,0-3-0], [8:0-3-0,Edge], [9:0-3-0,Edge], [10:Edge,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.45 0.20 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.01 (loc) 9 8 7 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 62 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) *Except* 5-7,5-8,2-10,2-9: 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=3753/0-3-8, 7=3702/0-3-8 Max Grav 10=3775(LC 3), 7=3708(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-878/0, 6-7=-479/0, 2-3=-3424/0, 3-4=-3424/0, 4-5=-3424/0 BOT CHORD 9-10=0/2583, 8-9=0/3424, 7-8=0/2887 WEBS 5-7=-4319/0, 5-8=0/839, 4-8=-635/0, 2-10=-3865/0, 2-9=0/1302, 3-9=-959/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-10=-13, 1-6=-67 Concentrated Loads (lb) Vert: 2=-1227 3=-1227 11=-1248 12=-1227 13=-2066 August 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902049 Truss FG02 Truss Type Floor Girder Qty 1 Ply 1 McKenzie 5 Hamlet Job Reference (optional) I38218165 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 19 14:43:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-5g3tJAzbQCjOtD3hsbtivj8kI_spjZKKl8?_2XymFcb Scale = 1:38.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 29 28 27 26 25 24 23 22 21 20 19 18 30 8x16 3x8 MT18HS FP 3x6 FP 2x4 3x6 3x6 FP3x6 FP 8x10 8x14 MT18HS 3x6 8x14 MT18HS 8x8 3x6 8x10 3x6 6x6 8x16 6x8 3x6 6x10 4x6 3x6 4x6 8x8 3x6 5x8 3x6 6x6 3x6 6x8 5-1-4 5-1-4 6-4-8 1-3-4 21-10-8 15-6-0 22-2-0 0-3-8 1-6-0 1-5-12 1-0-4 1-1-8 0-1-8 0-3-8 2-0-01-9-01-10-80-1-82-0-0Plate Offsets (X,Y)-- [9:0-3-0,0-0-0], [17:0-3-0,Edge], [23:0-3-0,Edge], [24:0-3-0,Edge], [29:Edge,0-3-0], [30:0-1-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.58 0.68 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.40 0.02 (loc) 24-25 24-25 17 l/defl >999 >650 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 198 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) *Except* 17-19,2-29,2-28,15-19,15-20,4-28,12-20,12-22,7-25,7-24,10-22,10-23: 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)29=3092/0-5-8, 17=1531/0-3-8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5364/0, 3-4=-5368/0, 4-6=-8070/0, 6-7=-8070/0, 7-8=-7065/0, 8-9=-7065/0, 9-10=-7065/0, 10-11=-5460/0, 11-12=-5460/0, 12-14=-3651/0, 14-15=-3651/0, 15-16=-1370/0, 16-17=-1370/0 BOT CHORD 28-29=0/2815, 27-28=0/8181, 25-27=0/8181, 24-25=0/7716, 23-24=0/7065, 22-23=0/6211, 20-22=0/4598, 19-20=0/2557 WEBS 17-19=0/2013, 2-29=-4134/0, 2-28=0/3891, 15-19=-1783/0, 15-20=0/1643, 4-28=-3892/0, 4-25=-359/0, 12-20=-1422/0, 12-22=0/1294, 7-25=0/737, 7-24=-1259/0, 10-22=-1162/0, 8-24=0/586, 10-23=0/1514, 9-23=-730/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2928 lb down at 5-1-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-29=-13, 1-17=-67 Concentrated Loads (lb) Vert: 4=-2892(F) August 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902049 Truss FG03 Truss Type Floor Girder Qty 1 Ply 1 McKenzie 5 Hamlet Job Reference (optional) I38218166 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Aug 19 14:43:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-ZsdFWWzDBWrFUMeuQIOxSwhvhO6MS0vU_olYazymFca Scale = 1:18.6 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 21 22 8x16 7x16 MT18HS 3x6 3x6 8x14 MT18HS8x14 MT18HS 8x10 8x10 3x6 3x6 4x6 4x6 3x6 3x6 11-1-0 11-1-0 1-6-0 1-2-8 1-9-00-1-81-9-0Plate Offsets (X,Y)-- [4:0-3-0,Edge], [5:0-3-0,Edge], [9:Edge,0-3-0], [10:0-3-4,Edge], [11:0-3-0,0-0-0], [13:0-4-4,Edge], [14:Edge,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.60 0.98 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.15 0.04 (loc) 12 12-13 9 l/defl >999 >872 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 77 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) *Except* 7-9,2-14,7-10,2-13,5-10,4-13: 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=2619/0-3-8, 14=2936/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4639/0, 3-4=-4639/0, 4-5=-5385/0, 5-6=-4395/0, 6-7=-4395/0 BOT CHORD 13-14=0/2790, 12-13=0/5385, 11-12=0/5385, 10-11=0/5385, 9-10=0/2692 WEBS 7-9=-3664/0, 2-14=-3868/0, 7-10=0/2360, 2-13=0/2563, 6-10=-727/0, 3-13=-1020/0, 5-10=-1382/0, 4-13=-1047/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-14=-13, 1-8=-67 Concentrated Loads (lb) Vert: 15=-611 16=-611 17=-611 18=-611 19=-560 20=-560 21=-560 22=-560 August 20,2019 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths