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HomeMy WebLinkAboutTruss Letter Stamped Floor Trusses 11-23-2016023 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). November 20,2020 Liu, Xuegang Pages or sheets covered by this seal: I43716894 thru I43716905 My license renewal date for the state of Indiana is July 31, 2022. B20003444 McKenzie 16 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 RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003444 Truss F01 Truss Type Floor Qty 3 Ply 1 McKenzie 16 Hamlet Job Reference (optional) I43716894 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:38:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-LYfLgkyfq2zAwk7UyDL?xr9QTtNcHuNkhaS9cGyHKO? Scale = 1:45.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 32 31 30 29 28 27 26 25 24 23 22 21 20 33 34 3x6 FP 2x4 4x6 2x4 2x4 2x4 3x6 FP 3x6 4x6 4x6 4x6 2x4 2x4 4x6 4x6 4x6 4x6 4x6 2x4 2x4 4x6 2x4 4x6 4x6 4x8 4x6 4x6 2x4 2x4 4x6 4x6 4x6 2x4 2x4 15-9-4 15-9-4 27-4-0 11-6-12 1-6-0 1-2-8 1-7-8 0-1-8 0-1-8 2-0-02-0-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [7:0-1-8,Edge], [15:0-1-8,Edge], [16:0-1-8,Edge], [19:0-1-8,Edge], [20:Edge,0-1-8], [22:0-1-8,0-0-0], [23:0-1-8,Edge], [28:0-1-8,Edge], [29:0-1-8,Edge], [33:0-1-8,0-1-0], [34:0-1-8,0-1-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.35 0.51 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.09 0.02 (loc) 29-30 29-30 20 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 137 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* 2-32,10-25,2-31,10-26,4-31,8-26,4-30,8-28,6-30,18-20,13-25,18-21 ,13-24,16-21,15-24: 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, Except: 6-0-0 oc bracing: 25-26,24-25. REACTIONS. (size)32=0-5-8, 20=0-5-8, 25=0-5-8 Max Grav 32=585(LC 10), 20=410(LC 4), 25=1217(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-798/0, 3-4=-798/0, 4-5=-1152/0, 5-6=-1152/0, 6-7=-1121/0, 7-8=-1121/0, 8-9=-629/0, 9-10=-629/0, 10-11=0/540, 11-13=0/540, 13-14=-386/77, 14-15=-386/77, 15-16=-559/0, 16-17=-504/0, 17-18=-504/0 BOT CHORD 31-32=0/457, 30-31=0/1015, 29-30=0/1121, 28-29=0/1121, 26-28=0/905, 23-24=0/559, 22-23=0/559, 21-22=0/559, 20-21=0/306 WEBS 2-32=-696/0, 10-25=-812/0, 2-31=0/532, 10-26=0/655, 4-31=-340/0, 8-26=-473/0, 8-28=0/418, 18-20=-465/0, 13-25=-601/0, 18-21=0/309, 13-24=0/437, 15-24=-352/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) 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. 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003444 Truss F02 Truss Type Floor Qty 1 Ply 1 McKenzie 16 Hamlet Job Reference (optional) I43716895 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:38:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-Ixn55Q_wMfDu92Hs4eOT0GEojh3ylof18uxGg8yHKNz Scale = 1:45.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 34 33 32 31 30 29 28 27 26 25 24 23 22 21 35 36 2x4 2x4 4x6 2x4 2x4 2x4 3x6 FP 4x6 2x4 4x6 4x6 4x6 4x6 3x4 2x4 4x6 4x6 4x6 2x4 2x4 4x6 4x6 4x6 2x4 2x4 4x6 4x6 4x6 3x4 2x4 4x6 4x6 4x6 4x6 2x4 2x4 15-8-0 15-8-0 15-10-4 0-2-4 16-0-8 0-2-4 27-4-0 11-3-8 1-6-0 1-0-8 0-4-8 1-5-0 0-1-8 0-1-8 2-0-02-0-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [7:0-1-8,Edge], [12:0-3-0,Edge], [13:0-3-0,Edge], [16:0-1-8,Edge], [17:0-1-8,Edge], [20:0-1-8,Edge], [21:Edge,0-1-8], [23:0-1-8,0-0-0], [24:0-1-8,Edge], [27:0-1-8,Edge], [30:0-1-8,Edge], [31:0-1-8,Edge], [35:0-1-8,0-1-0], [36:0-1-8,0-1-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.24 0.46 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.08 0.01 (loc) 31-32 31-32 21 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 140 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* 2-34,12-28,2-33,10-28,4-33,10-29,4-32,7-29,6-32,19-21,13-25,19-22 ,15-25,17-22,15-24: 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.All bearings 0-5-8 except (jt=length) 12=0-3-8, 13=0-3-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) except 34=610(LC 13), 12=798(LC 14), 13=510(LC 4), 21=437(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-840/0, 3-4=-840/0, 4-5=-1231/0, 5-6=-1231/0, 6-7=-1239/0, 7-8=-1064/0, 8-10=-1064/0, 10-11=-451/0, 11-12=-456/0, 13-14=-324/0, 14-15=-321/0, 15-16=-643/0, 16-17=-643/0, 17-18=-545/0, 18-19=-545/0 BOT CHORD 33-34=0/479, 32-33=0/1077, 31-32=0/1239, 30-31=0/1239, 29-30=0/1239, 28-29=0/806, 24-25=0/527, 23-24=0/643, 22-23=0/643, 21-22=0/328 WEBS 2-34=-729/0, 12-28=0/676, 2-33=0/564, 10-28=-555/0, 4-33=-371/0, 10-29=0/404, 7-29=-346/0, 19-21=-499/0, 13-25=0/481, 19-22=0/338, 15-25=-323/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) 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. 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003444 Truss F03 Truss Type Floor Qty 3 Ply 1 McKenzie 16 Hamlet Job Reference (optional) I43716896 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:38:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-iWSEjR0ofabS0V0RlmxAeusH5u45y82TqsAwHTyHKNw Scale = 1:55.6 1 2 3 4 5 6 7 8 9 10 11 1213 14 15 16 17 18 19 20 21 22 23 24 41 40 39 38 37 36 35 3433 32 31 30 29 28 27 26 25 42 2x4 2x4 4x6 2x4 2x4 3x6 FP 4x6 4x8 4x6 4x6 2x4 4x6 4x6 4x6 3x4 2x4 4x6 4x6 4x6 4x6 2x4 2x4 4x6 4x6 4x6 2x4 2x4 4x6 2x4 3x4 4x6 4x6 4x6 4x6 2x4 2x4 4x6 4x6 4x6 2x4 2x4 3x6 FP 15-8-0 15-8-0 15-10-4 0-2-4 16-0-8 0-2-4 29-0-8 13-0-0 32-0-8 3-0-0 32-4-8 0-4-0 1-6-0 1-0-8 0-4-8 1-7-8 1-3-0 0-1-8 0-4-0 2-0-01-9-02-0-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,Edge], [12:0-3-0,Edge], [13:0-3-0,Edge], [18:0-1-8,Edge], [19:0-1-8,Edge], [24:0-3-0,Edge], [25:0-1-8,Edge], [26:0-1-8,Edge], [29:0-1-8,0-0-0], [30:0-1-8,Edge], [34:0-1-8,Edge], [37:0-1-8,Edge], [38:0-1-8,Edge], [42:0-1-8,0-1-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.36 0.56 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.11 -0.02 (loc) 28-29 28-29 24 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 165 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* 24-26,2-41,12-35,2-40,10-35,4-40,10-36,4-39,8-36,7-39,23-27,13-32 ,21-27,16-32,21-28,16-31,19-28,18-31: 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.All bearings 0-3-8 except (jt=length) 41=0-5-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) except 41=610(LC 13), 24=630(LC 5), 12=771(LC 3), 13=779(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-840/0, 3-4=-840/0, 4-6=-1232/0, 6-7=-1232/0, 7-8=-1240/0, 8-9=-1065/0, 9-10=-1065/0, 10-11=-453/0, 11-12=-457/0, 13-14=-472/0, 14-16=-468/0, 16-17=-1104/0, 17-18=-1104/0, 18-19=-1304/0, 19-20=-1275/0, 20-21=-1275/0, 21-22=-826/0, 22-23=-826/0, 23-24=-432/0 BOT CHORD 40-41=0/479, 39-40=0/1078, 38-39=0/1240, 37-38=0/1240, 36-37=0/1240, 35-36=0/807, 31-32=0/835, 30-31=0/1304, 29-30=0/1304, 28-29=0/1304, 27-28=0/1091, 26-27=0/430 WEBS 23-26=-547/0, 24-26=0/712, 2-41=-729/0, 12-35=0/679, 2-40=0/564, 10-35=-554/0, 4-40=-371/0, 10-36=0/404, 8-36=-345/0, 23-27=0/605, 13-32=0/701, 21-27=-414/0, 16-32=-575/0, 21-28=0/287, 16-31=0/420, 18-31=-400/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) 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. 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003444 Truss F04 Truss Type Floor Qty 1 Ply 1 McKenzie 16 Hamlet Job Reference (optional) I43716897 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:38:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-eua_8722BCrAGp9qtBzejJxcKilrQ1JmI9f1LMyHKNu 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 2324 25 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 42 3x6 FP 2x4 4x6 2x4 2x4 3x6 FP 4x6 4x6 4x6 3x6 4x6 4x10 4x6 4x6 2x4 2x4 4x6 4x6 4x6 4x6 4x6 2x4 2x4 4x6 2x4 4x6 4x6 2x4 4x6 2x4 4x6 4x6 4x6 2x4 4x6 4x6 2x4 4x6 2x4 3x6 FP 3x6 FP 15-9-4 15-9-4 32-0-8 16-3-4 32-4-8 0-4-0 1-6-0 1-2-8 0-7-8 1-4-0 1-3-0 0-1-8 0-4-0 2-0-01-9-02-0-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [7:0-1-8,Edge], [16:0-1-8,Edge], [17:0-1-8,0-0-0], [24:0-3-0,Edge], [25:0-3-0,Edge], [26:0-1-8,Edge], [27:0-1-8,Edge], [30:0-1-8,Edge], [31:0-1-8,Edge], [36:0-1-8,Edge], [37:0-1-8,Edge], [42:0-1-8,0-1-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.44 0.54 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.10 0.02 (loc) 37-38 37-38 34 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 162 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* 41-42,1-41,25-26,24-27,11-34,3-40,9-35,5-38,7-36,6-37,21-28,14-32 ,19-29,16-31,17-30: 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. (size)41=0-5-8, 25=0-3-8, 34=0-5-8 Max Grav 41=551(LC 3), 25=573(LC 4), 34=1492(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-740/0, 3-4=-740/0, 4-5=-1040/0, 5-6=-1040/0, 6-7=-964/0, 7-8=-964/0, 8-9=-403/224, 9-10=-403/224, 10-11=0/900, 11-13=0/900, 13-14=-387/164, 14-15=-387/164, 15-16=-984/0, 16-17=-984/0, 17-18=-984/0, 18-19=-1085/0, 19-20=-1085/0, 20-21=-731/0, 21-24=-731/0, 24-25=-385/0 BOT CHORD 40-41=0/428, 38-40=0/929, 37-38=0/964, 36-37=0/964, 35-36=-83/708, 34-35=-417/0, 32-34=-363/0, 31-32=-26/714, 30-31=0/984, 29-30=0/1091, 28-29=0/954, 27-28=0/385 WEBS 24-27=-486/0, 25-27=0/637, 2-41=-651/0, 10-34=-866/0, 2-40=0/487, 10-35=0/711, 4-40=-295/0, 8-35=-530/0, 8-36=0/505, 6-38=0/286, 24-28=0/519, 13-34=-893/0, 13-32=0/736, 20-28=-349/0, 15-32=-553/0, 15-31=0/502, 18-30=-307/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) 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. 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003444 Truss F05 Truss Type Floor Qty 14 Ply 1 McKenzie 16 Hamlet Job Reference (optional) I43716898 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:38:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-aHikZp3Jip5uV7JD_c06ok1wkWMeuuc2lT87QEyHKNs 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 5x12 4x6 4x6 2x4 2x4 4x6 4x8 4x6 4x6 4x6 2x4 2x4 4x6 2x4 4x6 4x6 5x6 4x8 2x4 2x4 4x6 5x8 4x6 4x6 2x4 2x4 4x6 4x6 4x6 4x6 4x6 2x4 2x4 4x6 2x4 3x6 FP 3x6 FP 15-9-4 15-9-4 37-9-14 22-0-10 37-10-8 0-0-10 1-6-0 1-2-8 1-3-8 0-1-8 0-1-8 2-0-02-0-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [7:0-1-8,Edge], [18:0-1-8,Edge], [19:0-1-8,Edge], [27:0-1-8,Edge], [28:Edge,0-1-8], [32:0-1-8,0-0-0], [33:0-1-8,Edge], [40:0-1-8,Edge], [41:0-1-8,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.57 0.84 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.24 0.04 (loc) 31-32 31-32 28 l/defl >999 >999 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* 44-45,1-44,28-46,27-28,12-37,3-43,9-38,5-42,7-40,6-41,25-29,14-36 ,23-30,16-35,21-31,18-33,19-32: 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. (size)44=0-5-8, 37=0-5-8, 28=0-5-4 Max Grav 44=534(LC 3), 37=1804(LC 1), 28=770(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-711/0, 3-4=-711/0, 4-5=-985/57, 5-6=-985/57, 6-7=-886/246, 7-8=-886/246, 8-9=-291/680, 9-11=-291/680, 11-12=0/1433, 12-13=0/1433, 13-14=-266/180, 14-15=-266/180, 15-16=-1259/0, 16-17=-1259/0, 17-18=-1898/0, 18-19=-1898/0, 19-21=-2022/0, 21-22=-2022/0, 22-23=-1766/0, 23-24=-1766/0, 24-25=-1112/0, 25-26=-1112/0 BOT CHORD 43-44=0/413, 42-43=-6/886, 41-42=-246/886, 40-41=-246/886, 38-40=-480/611, 37-38=-931/0, 36-37=-611/0, 35-36=0/805, 33-35=0/1596, 32-33=0/1898, 31-32=0/1898, 30-31=0/1931, 29-30=0/1483, 28-29=0/618 WEBS 2-44=-628/0, 11-37=-949/0, 2-43=0/465, 11-38=0/796, 4-43=-273/73, 8-38=-615/0, 8-40=0/629, 7-40=-296/0, 6-42=0/424, 26-28=-941/0, 13-37=-1230/0, 26-29=0/772, 13-36=0/1060, 24-29=-580/0, 15-36=-866/0, 24-30=0/442, 15-35=0/735, 22-30=-257/0, 17-35=-553/0, 17-33=0/596, 18-33=-282/0, 19-31=-66/380 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) 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. 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003444 Truss F06 Truss Type Floor Qty 2 Ply 1 McKenzie 16 Hamlet Job Reference (optional) I43716899 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:38:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-3TG7m94xT7Dl7HuPYKXLLyZ8HvnldQXC_7thyhyHKNr 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 4x6 2x4 2x4 4x6 2x4 4x6 4x6 4x6 4x6 2x4 2x4 4x6 4x6 4x6 4x6 2x4 2x4 4x6 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], [12:Edge,0-1-8], [15:0-1-8,Edge], [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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.33 0.52 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.10 0.02 (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. (size)18=0-5-8, 12=0-5-8 Max Grav 18=626(LC 1), 12=626(LC 1) 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 2018 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003444 Truss FE01 Truss Type Floor Supported Gable Qty 1 Ply 1 McKenzie 16 Hamlet Job Reference (optional) I43716900 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:38:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-XgpV_V5ZEQLclQTb612at96ORJF0MyALDndEU7yHKNq Scale = 1:45.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 47 48 3x4 3x6 FP 3x4 3x6 FP 27-4-0 27-4-0 0-1-8 0-1-8 2-0-02-0-0Plate Offsets (X,Y)-- [23:0-1-8,Edge], [47:0-1-8,0-1-0], [48:0-1-8,0-1-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.05 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 24 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 124 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 27-4-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 46, 24, 45, 44, 43, 42, 41, 40, 39, 38, 36, 35, 34, 33, 32, 31, 30, 29, 28, 27, 26, 25 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 2018 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003444 Truss FE02 Truss Type Floor Supported Gable Qty 1 Ply 1 McKenzie 16 Hamlet Job Reference (optional) I43716901 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:38:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-T2xFOA7pm2cK_kd_DS42zaBkz7wVqsheg56LZ0yHKNo 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.04 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) 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 2018 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003444 Truss FE03 Truss Type Floor Supported Gable Qty 1 Ply 1 McKenzie 16 Hamlet Job Reference (optional) I43716902 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:38:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-xFVdcW7RXLkBcuCAn9bHVokvhXGjZJwovlru5SyHKNn Scale = 1:37.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 39 3x4 3x6 FP 2x4 2x4 3x6 3x6 3x6 FP 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 22-4-0 22-4-0 0-1-8 2-0-02-0-0Plate Offsets (X,Y)-- [39:0-1-8,0-1-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.04 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 20 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 105 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 22-4-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 38, 20, 37, 36, 35, 34, 32, 31, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21 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 2018 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. 6) CAUTION, Do not erect truss backwards. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003444 Truss FG01 Truss Type Floor Girder Qty 1 Ply 1 McKenzie 16 Hamlet Job Reference (optional) I43716903 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:38:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-PR30ps84Ifs2D2nMLt7W2?Hz9wV6Ibux7PbSduyHKNm Scale = 1:12.6 1 2 3 4 5 6 10 9 8 7 11 12 8x16 8x16 3x6 3x6 8x8 4x8 3x6 8x8 4x8 3x6 5-10-12 5-10-12 1-2-0 0-8-12 1-9-00-1-81-9-0Plate Offsets (X,Y)-- [4:0-3-0,Edge], [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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.45 0.45 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.01 (loc) 9 9 7 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 44 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) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 7=0-3-8 Max Grav 10=2310(LC 3), 7=2798(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-358/0, 2-3=-2736/0, 3-4=-2736/0, 4-5=-2736/0 BOT CHORD 9-10=0/1838, 8-9=0/2736, 7-8=0/1975 WEBS 5-7=-3116/0, 5-8=0/1202, 4-8=-927/0, 2-10=-2900/0, 2-9=0/1418, 3-9=-1080/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) 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. 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. 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=-1016 3=-1208 11=-1208 12=-1208 November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003444 Truss FG02 Truss Type FLOOR GIRDER Qty 1 Ply 1 McKenzie 16 Hamlet Job Reference (optional) I43716904 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:38:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-tddO1C9i3z_urCMZuaelaDp0wKny14t4M3K?AKyHKNl Scale = 1:37.9 1 2 3 4 5 6 7 8 9 10 1112 13 14 15 16 17 28 27 26 25 24 23 22 21 20 19 18 29 30 3x6 FP 3x8 MT18HS FP6x6 8x10 2x4 3x6 3x6 3x6 FP3x6 FP 10x10 8x8 8x16 8x8 3x6 3x6 8x8 5x8 6x8 6x8 3x6 3x6 3x6 6x6 6x8 5x6 3x6 3x6 4x6 3x6 22-3-6 22-3-6 22-4-0 0-0-10 1-6-0 1-7-0 0-1-8 2-0-00-1-82-0-0Plate Offsets (X,Y)-- [9:0-3-0,Edge], [18:Edge,0-3-0], [23:0-3-0,0-0-0], [24:0-3-0,Edge], [29:0-1-8,0-0-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.96 0.73 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.30 0.05 (loc) 22-23 22-23 18 l/defl >999 >872 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 155 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) *Except* 21-28,18-25: 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2(flat) *Except* 1-28,18-29,17-18,15-19,3-27,13-20,5-26,10-22,8-24,9-23: 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)28=0-5-8, 18=0-5-4 Max Grav 28=1237(LC 1), 18=1961(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1994/0, 3-4=-1994/0, 4-5=-3504/0, 5-6=-3504/0, 6-8=-4800/0, 8-9=-4800/0, 9-10=-5323/0, 10-12=-5323/0, 12-13=-5523/0, 13-14=-5523/0, 14-15=-3254/0, 15-16=-3254/0 BOT CHORD 27-28=0/1051, 26-27=0/2797, 24-26=0/4125, 23-24=0/4800, 22-23=0/4800, 20-22=0/5399, 19-20=0/4832, 18-19=0/1763 WEBS 16-18=-2541/0, 2-28=-1579/0, 16-19=0/2242, 2-27=0/1415, 14-19=-2369/0, 4-27=-1205/0, 14-20=0/1037, 4-26=0/1063, 13-20=-901/0, 12-20=0/327, 6-26=-933/0, 6-24=0/1178, 10-22=-323/0, 8-24=-501/0, 9-22=0/1009, 9-23=-433/0 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 2018 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) CAUTION, Do not erect truss backwards. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1467 lb down at 16-8-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-28=-13, 1-17=-67 Concentrated Loads (lb) Vert: 30=-1431(F) November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003444 Truss FG03 Truss Type Floor Girder Qty 1 Ply 1 McKenzie 16 Hamlet Job Reference (optional) I43716905 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:38:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eRmPNtyytoTFn7VN?6sOfayxDzw-LpBmEYAKqG6lTLwlSI9_7QMLjkF3mbEEbj4ZinyHKNk Scale = 1:12.8 1 2 3 4 5 9 8 7 6 10 11 12 6x6 2x4 6x8 3x6 3x6 6x6 5x6 3x6 3x6 3x6 5-7-8 5-7-8 1-6-0 0-6-0 0-1-8 1-9-00-1-81-9-0Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-3-0,Edge], [10:0-1-8,0-0-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.31 0.23 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 43 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) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-5-8, 6=Mechanical Max Grav 9=1249(LC 1), 6=1476(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-399/0, 2-3=-1152/0, 3-4=-1152/0 BOT CHORD 8-9=0/1156, 7-8=0/1152, 6-7=0/1090 WEBS 4-6=-1512/0, 2-9=-1510/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) 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. 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) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-9=-13, 1-5=-67 Concentrated Loads (lb) Vert: 4=-586 3=-586 11=-586 12=-537 November 20,2020 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.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge 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