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HomeMy WebLinkAboutFloor Truss Details16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). December 10,2019 Liu, Xuegang Pages or sheets covered by this seal: I39542322 thru I39542333 My license renewal date for the state of Indiana is July 31, 2020. B19903407 McKenzie 18 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903407 Truss F01 Truss Type Floor Qty 3 Ply 1 McKenzie 18 Hamlet Job Reference (optional) I39542322 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Dec 9 12:42:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-IAzIhWReX6zPP0B4wttDK8hqzNz1FfRnQFauFcyAhpz Scale = 1:54.9 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 FP3x4 4x6 3x6 4x6 4x6 2x4 4x6 4x6 2x4 4x6 2x4 4x8 4x6 2x4 4x6 4x6 2x4 4x6 4x6 4x8 4x6 4x6 2x4 2x4 4x6 4x6 4x6 4x6 4x6 2x4 2x4 4x6 2x4 3x6 FP 3x6 FP 0-3-80-3-8 16-8-416-4-12 32-5-815-9-4 1-3-0 1-6-0 0-7-0 1-2-8 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], [17:0-1-8,Edge], [18:0-1-8,Edge], [24:0-1-8,Edge], [25:Edge,0-1-8], [28:0-1-8,0-0-0], [29:0-1-8,Edge], [35:0-1-8,0-0-0], [36:0-1-8,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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.56 0.63 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.11 0.01 (loc) 27-28 27-28 25 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* 1-40,25-41,24-25,2-39,13-32,4-37,6-36,10-33,8-34,7-35,22-26,15-30 ,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 6-0-0 oc bracing. REACTIONS.(lb/size)1=541/0-3-8, 25=505/0-5-8, 32=1508/0-5-8 Max Grav 1=573(LC 2), 25=549(LC 3), 32=1508(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-392/0, 2-3=-390/0, 3-4=-955/0, 4-5=-955/0, 5-6=-1083/0, 6-7=-1083/0, 7-8=-935/0, 8-9=-935/0, 9-10=-358/173, 10-11=-358/173, 11-13=0/952, 13-14=0/952, 14-15=-391/263, 15-16=-391/263, 16-17=-955/0, 17-18=-955/0, 18-19=-1034/0, 19-20=-1034/0, 20-22=-736/0, 22-23=-736/0 BOT CHORD 37-39=0/717, 36-37=0/1072, 35-36=0/1083, 34-35=0/1083, 33-34=-33/691, 32-33=-387/0, 30-32=-461/0, 29-30=-116/698, 28-29=0/955, 27-28=0/955, 26-27=0/924, 25-26=0/426 WEBS 1-39=0/645, 3-39=-511/0, 3-37=0/372, 11-32=-911/0, 11-33=0/749, 9-33=-562/0, 9-34=0/419, 7-34=-362/0, 23-25=-648/0, 14-32=-875/0, 23-26=0/485, 14-30=0/720, 20-26=-293/0, 16-30=-538/0, 16-29=0/516, 18-27=0/298 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) 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. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4) CAUTION, Do not erect truss backwards. December 10,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903407 Truss F02 Truss Type Floor Qty 4 Ply 1 McKenzie 18 Hamlet Job Reference (optional) I39542323 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Dec 9 12:42:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-BxCpWtV8bKTrueUr9jx9V_rWm_GABR7NLtY5ONyAhpv Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 1112 13 14 15 1617 18 19 20 21 22 23 24 25 26 27 28 47 46 45 44 43 42 41 40 39 38 3736 35 34 33 32 31 30 29 48 49 3x6 FP 2x4 4x6 2x4 2x4 2x4 3x6 FP 2x4 5x6 2x4 4x6 5x6 5x8 5x8 3x4 2x4 4x6 4x6 4x6 2x4 2x4 4x6 4x6 4x6 4x6 2x4 2x4 4x6 4x6 4x6 2x4 2x4 4x6 4x6 4x6 3x4 2x4 4x6 4x6 4x6 4x6 2x4 2x4 4x6 4x6 4x6 2x4 2x4 3x6 FP 22-0-0 22-0-0 22-2-4 0-2-4 22-4-8 0-2-4 37-10-8 15-6-0 1-6-0 1-1-8 0-4-8 0-10-8 0-1-8 0-1-8 2-0-02-0-0Plate Offsets (X,Y)-- [8:0-1-8,Edge], [9:0-1-8,Edge], [16:0-3-0,Edge], [17:0-3-0,Edge], [21:0-1-8,Edge], [22:0-1-8,Edge], [28:0-1-8,Edge], [29:Edge,0-1-8], [32:0-1-8,0-0-0], [33:0-1-8,Edge], [37:0-1-8,Edge], [41:0-1-8,0-0-0], [42:0-1-8,Edge], [48:0-1-8,0-1-0], [49:0-1-8,0-1-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.45 0.88 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.30 0.01 (loc) 42-43 42-43 29 l/defl >999 >863 n/a L/d 480 360 n/a PLATES MT20 Weight: 190 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* 47-48,1-47,29-49,28-29,16-37,17-36,15-38,3-46,13-39,5-45,10-40 ,7-43,8-42,9-41,18-35,26-30,20-34,24-31,21-33,22-32: 2x4 SP 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) 47=0-5-4, 29=0-5-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) except 47=864(LC 4), 16=1081(LC 2), 17=661(LC 3), 29=606(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1271/0, 3-4=-1271/0, 4-5=-2082/0, 5-6=-2082/0, 6-7=-2483/0, 7-8=-2483/0, 8-9=-2493/0, 9-10=-2314/0, 10-11=-2314/0, 11-13=-1701/0, 13-14=-1701/0, 14-15=-658/0, 15-16=-663/0, 17-18=-472/0, 18-19=-469/0, 19-20=-1065/0, 20-21=-1065/0, 21-22=-1226/0, 22-24=-1218/0, 24-25=-1218/0, 25-26=-833/0, 26-27=-833/0 BOT CHORD 46-47=0/699, 45-46=0/1721, 43-45=0/2324, 42-43=0/2493, 41-42=0/2493, 40-41=0/2493, 39-40=0/2054, 38-39=0/1229, 34-35=0/813, 33-34=0/1226, 32-33=0/1226, 31-32=0/1226, 30-31=0/1068, 29-30=0/476 WEBS 2-47=-1065/0, 16-38=0/985, 2-46=0/894, 14-38=-894/0, 4-46=-703/0, 14-39=0/737, 4-45=0/564, 11-39=-551/0, 6-45=-378/0, 11-40=0/406, 6-43=0/259, 9-40=-435/21, 8-43=-257/199, 27-29=-724/0, 17-35=0/702, 27-30=0/559, 19-35=-540/0, 25-30=-366/0, 19-34=0/394, 21-34=-323/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) 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. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4) CAUTION, Do not erect truss backwards. December 10,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903407 Truss F03 Truss Type FLOOR Qty 15 Ply 1 McKenzie 18 Hamlet Job Reference (optional) I39542324 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Dec 9 12:42:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-7KKZxZWO6yjZ7xeEG8_daPxqYoyafKtgoA1CSFyAhpt 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 22-1-422-1-4 37-10-815-9-4 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 IRC2006/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=750/0-5-4, 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) 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. 3) CAUTION, Do not erect truss backwards. December 10,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903407 Truss F04 Truss Type Floor Qty 2 Ply 1 McKenzie 18 Hamlet Job Reference (optional) I39542325 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Dec 9 12:42:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-bWuy9vX1tFrQl5DQqrVs6dT2ZCM8Osop1qnl?iyAhps 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 16-0-016-0-0 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 IRC2006/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) 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. December 10,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903407 Truss F05 Truss Type Floor Qty 1 Ply 1 McKenzie 18 Hamlet Job Reference (optional) I39542326 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Dec 9 12:42:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-Xv0iZbYHPt57_PNoyGXKB2ZOQ?3DslE6U8Gs3ayAhpq Scale = 1:26.5 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 2x4 2x4 3x6 2x4 4x6 3x4 4x6 4x6 4x6 2x4 4x6 4x6 2x4 3x4 3x4 2x4 3x4 3x4 2x4 0-4-00-4-0 15-10-015-6-0 1-3-0 1-6-0 1-3-0 0-4-0 0-1-8 2-0-01-9-02-0-0Plate Offsets (X,Y)-- [1:0-3-0,Edge], [6:0-1-8,Edge], [7:0-1-8,0-0-0], [11:0-1-8,Edge], [14:0-1-8,Edge], [15:0-1-8,Edge], [19:0-1-8,0-1-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.39 0.50 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.12 -0.01 (loc) 15-16 15-16 12 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 78 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* 1-18,12-19,11-12,2-17,4-16,9-13,7-14,6-15: 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.(lb/size)12=608/0-5-8, 1=612/0-3-8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-420/0, 2-3=-419/0, 3-4=-1051/0, 4-5=-1051/0, 5-6=-1238/0, 6-7=-1238/0, 7-8=-1238/0, 8-9=-836/0, 9-10=-836/0 BOT CHORD 16-17=0/779, 15-16=0/1199, 14-15=0/1238, 13-14=0/1073, 12-13=0/477 WEBS 1-17=0/693, 3-17=-563/0, 3-16=0/424, 10-12=-726/0, 10-13=0/561, 8-13=-370/0, 8-14=0/344 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) 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. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4) CAUTION, Do not erect truss backwards. December 10,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903407 Truss FE01 Truss Type Floor Supported Gable Qty 1 Ply 1 McKenzie 18 Hamlet Job Reference (optional) I39542327 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Dec 9 12:42:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-uspbdIcQEPjQ5AFmkp7Vu5GLN0uoX5ureQzdloyAhpl Scale = 1:53.6 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 26 27 28 29 56 55 54 53 52 51 50 49 48 47 46 45 44 4342 41 40 39 38 37 36 35 34 33 32 31 30 57 3x6 FP 3x6 3x8 3x6 FP 3x4 3x6 FP 3x6 FP 0-3-80-3-8 32-5-832-2-0 0-3-8 0-1-8 2-0-02-0-0Plate Offsets (X,Y)-- [2:0-3-0,Edge], [29:0-1-8,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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.06 0.03 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1 30 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 145 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 32-5-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 56, 30, 55, 54, 52, 51, 50, 49, 48, 47, 46, 45, 44, 43, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31 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) 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. December 10,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903407 Truss FE02 Truss Type Floor Supported Gable Qty 1 Ply 1 McKenzie 18 Hamlet Job Reference (optional) I39542328 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Dec 9 12:42:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-j0AstLhBpFUap5jw54Ev8MWM0RxRxpQk0MQxyRyAhpf 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 16-0-016-0-0 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 IRC2006/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) 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. December 10,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903407 Truss FE03 Truss Type Floor Supported Gable Qty 1 Ply 1 McKenzie 18 Hamlet Job Reference (optional) I39542329 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Dec 9 12:42:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-ylDGmQoqi0cIOTve6Tu0?FOvi3?UYue25F6wmQyAhpW Scale = 1:36.5 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 3x4 3x4 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 21-10-821-10-8 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 NO IRC2006/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) - - 20 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 102 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 21-10-8. (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) 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. December 10,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903407 Truss FE04 Truss Type Floor Supported Gable Qty 1 Ply 1 McKenzie 18 Hamlet Job Reference (optional) I39542330 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Dec 9 12:42:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-u8L0B6p4Eds0dn21EuwU5gTFBth?0n7LYZb1rJyAhpU Scale = 1:15.4 1 2 3 4 5 6 12 11 10 9 8 7 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5-9-05-9-02-0-02-0-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [7:0-1-8,Edge] 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 IRC2006/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) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 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 5-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-9-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 12, 7, 11, 10, 9, 8 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) 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. December 10,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903407 Truss FG01 Truss Type Floor Girder Qty 1 Ply 1 McKenzie 18 Hamlet Job Reference (optional) I39542331 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Dec 9 12:42:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-Jj09p8szWYFaUFncv0UBiJ5iY4YnDxaoEXphSeyAhpR Scale = 1:27.5 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 6x6 3x6 FP 3x6 FP 2x4 6x6 3x6 3x6 3x6 FP3x6 FP 6x6 8x8 6x8 3x6 3x6 4x6 8x10 6x16 6x6 4x6 3x6 3x6 4x6 3x6 6x8 5-6-125-6-12 7-4-81-9-12 16-3-88-11-0 1-6-0 1-10-8 0-8-0 0-1-8 2-0-00-1-82-0-0Plate Offsets (X,Y)-- [7:0-3-0,Edge], [18:0-3-0,Edge], [19:0-3-0,Edge], [24:0-1-8,0-0-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.30 0.65 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.14 0.03 (loc) 19-20 19-20 14 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 124 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* 12-14,2-23,12-15,2-22,9-15,5-22,9-17,5-19,7-17: 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)23=1251/0-5-4, 14=949/0-3-8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2026/0, 3-5=-2026/0, 5-6=-2932/0, 6-7=-2932/0, 7-8=-2504/0, 8-9=-2504/0, 9-10=-1508/0, 10-12=-1508/0 BOT CHORD 22-23=0/1102, 20-22=0/3193, 19-20=0/3193, 18-19=0/2932, 17-18=0/2932, 15-17=0/2060, 14-15=0/824 WEBS 12-14=-1212/0, 2-23=-1589/0, 12-15=0/1026, 2-22=0/1389, 9-15=-830/0, 5-22=-1479/0, 9-17=0/666, 5-19=-552/0, 7-17=-764/0, 7-18=0/265 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) 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. 3) CAUTION, Do not erect truss backwards. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 957 lb down at 5-6-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 5) 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: 14-23=-13, 1-13=-67 Concentrated Loads (lb) Vert: 5=-921(B) December 10,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903407 Truss FG02 Truss Type Floor Girder Qty 1 Ply 1 McKenzie 18 Hamlet Job Reference (optional) I39542332 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Dec 9 12:42:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-nvaX1UtbHsNR6OMoTk?QFWemMUwwyN_xTBZE_4yAhpQ 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 6-1-46-1-4 1-3-0 0-4-4 1-9-00-1-81-9-0Plate Offsets (X,Y)-- [4:0-3-0,0-0-0], [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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.74 0.52 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.01 (loc) 9 9 7 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 50 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 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.(lb/size)10=2683/0-3-8, 7=3540/0-3-8 Max Grav 10=2683(LC 2), 7=3540(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-753/0, 2-3=-3301/0, 3-4=-3301/0, 4-5=-3301/0 BOT CHORD 9-10=0/2401, 8-9=0/3301, 7-8=0/2540 WEBS 2-10=-3554/0, 2-9=0/1377, 3-9=-1057/0, 5-7=-3758/0, 5-8=0/1157, 4-8=-813/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) 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=-1436 3=-1436 11=-1436 12=-1447 December 10,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903407 Truss FG03 Truss Type Floor Girder Qty 1 Ply 1 McKenzie 18 Hamlet Job Reference (optional) I39542333 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Dec 9 12:42:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-jHiHSAurpTd9LiWBa81uKxj7xIiPQSDEwV2L3yyAhpO Scale = 1:11.51234 8 7 6 5 9 10 11 6x6 5x6 3x6 3x6 3x6 3x6 3x6 3x6 4-2-04-2-0 1-6-0 0-6-8 1-9-00-1-81-9-0Plate Offsets (X,Y)-- [6:0-3-0,Edge] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.61 0.14 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 7 7 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 34 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 4-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=940/0-5-8, 5=965/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-302/0, 4-5=-310/0, 2-3=-700/0 BOT CHORD 7-8=0/700, 6-7=0/700, 5-6=0/700 WEBS 3-5=-952/0, 2-8=-936/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 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: 5-8=-13, 1-4=-67 Concentrated Loads (lb) Vert: 9=-528 10=-528 11=-530 December 10,2019 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