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Home My WebLink AboutWINWARD LEGACY FOXHALL A F seals16023 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 Timberland Home Center-Brazil, IN. September 9,2021 Liu, Xuegang Pages or sheets covered by this seal: I47817560 thru I47817577 My license renewal date for the state of Indiana is July 31, 2022. FOXHALL A F FOXHALL A F 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, 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. 3x6 FP 3x6 FP =3x4 =3x4 28 27 26 25 24 23 22 21 20 19 18 17 16 15 29 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 0-1-8 0-1-8 15-7-1 15-7-10-11-140-11-14Scale = 1:29.6 Plate Offsets (X, Y):[29:0-1-8,0-0-8], [30:0-1-8,0-0-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 15 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-R Weight: 48 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud/No.3(flat) OTHERS 2x4 SPF Stud/No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)15=32/15-7-1, 16=118/15-7-1, 17=152/15-7-1, 18=145/15-7-1, 19=147/15-7-1, 20=147/15-7-1, 21=147/15-7-1, 22=147/15-7-1, 23=147/15-7-1, 24=147/15-7-1, 26=147/15-7-1, 27=147/15-7-1, 28=53/15-7-1 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-28=-49/0, 14-15=-26/0, 1-2=-8/0, 2-3=-8/0,3-4=-8/0, 4-5=-8/0, 5-6=-8/0, 6-7=-8/0,7-8=-8/0, 8-9=-8/0, 9-10=-8/0, 10-12=-8/0,12-13=-8/0, 13-14=-8/0 BOT CHORD 27-28=0/8, 26-27=0/8, 24-26=0/8, 23-24=0/8, 22-23=0/8, 21-22=0/8, 20-21=0/8, 19-20=0/8, 18-19=0/8, 17-18=0/8, 16-17=0/8, 15-16=0/8 WEBS 2-27=-132/0, 3-26=-134/0, 4-24=-133/0,5-23=-133/0, 6-22=-133/0, 7-21=-133/0,8-20=-133/0, 9-19=-134/0, 10-18=-132/0,12-17=-138/0, 13-16=-111/0 NOTES 1)All plates are 1x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securelybraced 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 Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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 Job Truss Truss Type Qty Ply FOXHALL A F I47817560HA1Floor Supported Gable 1 1FOXHALL A F Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Wed Sep 08 14:53:46 Page: 1 ID:Nasb5AqerU3IqMi3hZK6GAyfkM1-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 9,2021 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, 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. 3x6 FP 3x6 FP =1x4 =1x4 =3x6 =3x8 =3x10 =1x4 =3x4 =1x4 =1x4 =3x4 =3x4 =3x10 =1x4 =3x8 =3x8 =1x4 =1x4 17 16 15 14 13 12 11 18 19 1 2 3 4 5 6 7 8 9 10 0-7-1 0-1-8 0-1-8 2-0-0 15-7-1 15-7-10-11-140-11-14Scale = 1:29.6 Plate Offsets (X, Y):[4:0-1-8,Edge], [13:0-1-8,Edge], [18:0-1-8,0-0-8], [19:0-1-8,0-0-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL)-0.29 12-13 >642 480 MT20 169/123 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(CT)-0.40 12-13 >457 240 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT)0.06 11 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight: 59 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) *Except* 16-11:2x4 SPF-S 1650F 1.6E(flat) WEBS 2x4 SPF Stud/No.3(flat) OTHERS 2x4 SPF Stud/No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)11=837/0-5-8, 17=837/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-17=-85/0, 10-11=-84/0, 1-2=-6/0, 2-3=-2995/0, 3-4=-2995/0, 4-5=-3678/0, 5-6=-3678/0, 6-7=-3003/0, 7-9=-3003/0, 9-10=-6/0 BOT CHORD 15-17=0/1805, 14-15=0/3678, 13-14=0/3678,12-13=0/3625, 11-12=0/1812 WEBS 9-11=-1949/0, 2-17=-1942/0, 9-12=0/1292, 2-15=0/1290, 7-12=-188/0, 3-15=-220/0, 6-12=-674/0, 4-15=-872/0, 6-13=-261/408, 4-14=-66/131, 5-13=-71/13 NOTES 1)Unbalanced floor live loads have been considered forthis design. 2)All plates are 1x4 MT20 unless otherwise indicated. 3)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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 Job Truss Truss Type Qty Ply FOXHALL A F I47817561HA2Floor51FOXHALL A F Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Wed Sep 08 14:53:48 Page: 1 ID:LHVBgNg2o5E76BOfHjzcgJyfkDC-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 9,2021 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, 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. MT18HS 3x12 FP 3x6 FP =3x4 =3x8 =4x12 =4x12 =1x4 =2x4 =3x6 =3x6 =1x4 =1x4 =3x4 =3x6 =1x4 =3x4 =4x12 =1x4 =4x12 =3x8 =1x4 =1.5x3 20 19 18 17 16 15 14 13 21123456789101112 1-4-9 2-0-0 0-7-8 0-1-8 19-1-9 19-1-90-11-140-11-14Scale = 1:35.1 Plate Offsets (X, Y):[6:0-1-8,Edge], [17:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL)-0.47 15-16 >484 480 MT18HS 169/123 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(CT)-0.64 15-16 >353 240 MT20 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT)0.09 13 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight: 83 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SPF-S 1650F 1.6E(flat) *Except* 18-13:2x4 SP 2400F 2.0E(flat) WEBS 2x4 SPF Stud/No.3(flat) OTHERS 2x4 SPF Stud/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)13=1032/0-5-8, 20=1038/0-5-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-20=-90/0, 12-13=-86/0, 1-2=0/0, 2-3=-3940/0, 3-4=-3940/0, 4-5=-5599/0, 5-6=-5599/0, 6-7=-5592/0, 7-8=-5592/0, 8-10=-3939/0, 10-11=-3939/0, 11-12=-6/0 BOT CHORD 19-20=0/2282, 17-19=0/5017, 16-17=0/5599,15-16=0/5599, 14-15=0/5017, 13-14=0/2282 WEBS 11-13=-2456/0, 2-20=-2463/0, 11-14=0/1797, 2-19=0/1799, 10-14=-199/0, 3-19=-199/0, 8-14=-1169/0, 4-19=-1168/0, 8-15=0/623, 4-17=0/875, 7-15=-232/0, 5-17=-198/0, 6-15=-465/400, 6-16=-143/88 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)The Fabrication Tolerance at joint 18 = 11% 4)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Required 2x6 strongbacks, on edge, spaced at 10-00-00oc and fastened to each truss with 3-10d (0.131" X 3")nails. Strongbacks to be attached to walls at their outerends or restrained by other means. 6)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply FOXHALL A F I47817562HA3Floor81FOXHALL A F Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Wed Sep 08 14:53:49 Page: 1 ID:WOgL_7oyCTdaxtkmQXgBceyfkD1-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 9,2021 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, 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. 3x6 FP 3x6 FP =3x4 =3x4 =3x8 33 32 31 30 2928 27 26 25 24 23 22 21 20 19 18 341234567891011121314151617 0-1-8 19-1-9 19-1-90-11-140-11-14Scale = 1:35.1 Plate Offsets (X, Y):[33:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 18 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-R Weight: 58 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud/No.3(flat) OTHERS 2x4 SPF Stud/No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)18=90/19-1-9, 19=164/19-1-9, 20=142/19-1-9, 21=148/19-1-9, 22=146/19-1-9, 23=147/19-1-9, 24=147/19-1-9, 25=147/19-1-9, 26=147/19-1-9, 27=147/19-1-9, 28=147/19-1-9, 30=146/19-1-9, 31=150/19-1-9, 32=135/19-1-9, 33=69/19-1-9 FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-33=-60/0, 17-18=0/6, 1-2=-20/0, 2-3=-20/0, 3-4=-20/0, 4-5=-20/0, 5-6=-20/0, 6-7=-20/0, 7-8=-20/0, 8-9=-20/0, 9-10=-20/0, 10-11=-20/0, 11-13=-20/0, 13-14=-20/0, 14-15=-20/0, 15-16=-20/0, 16-17=0/1 BOT CHORD 32-33=0/20, 31-32=0/20, 30-31=0/20,28-30=0/20, 27-28=0/20, 26-27=0/20,25-26=0/20, 24-25=0/20, 23-24=0/20,22-23=0/20, 21-22=0/20, 20-21=0/20,19-20=0/20, 18-19=0/20 WEBS 2-32=-126/0, 3-31=-135/0, 4-30=-133/0, 5-28=-133/0, 6-27=-133/0, 7-26=-133/0, 8-25=-133/0, 9-24=-133/0, 10-23=-133/0, 11-22=-133/0, 13-21=-134/0, 14-20=-130/0, 15-19=-144/0, 16-18=-94/0 NOTES 1)All plates are 1.5x3 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 Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply FOXHALL A F I47817563HA4Floor Supported Gable 1 1FOXHALL A F Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Wed Sep 08 14:53:49 Page: 1 ID:DKH74YwDrXu97QVh0drX0lyfkCt-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 9,2021 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, 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. =3x4 =3x4 =1x4 =1x4 =1x4 =1x4 =1x4 =1x4 =3x4 =3x4 10 9 8 7 6 1 2 3 4 5 5-4-0 5-4-00-11-140-11-14Scale = 1:16.8 Plate Offsets (X, Y):[6:Edge,0-1-8], [10:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.06 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL)0.00 6 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-R Weight: 18 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud/No.3(flat) OTHERS 2x4 SPF Stud/No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or5-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)6=63/5-4-0, 7=142/5-4-0, 8=149/5-4-0, 9=142/5-4-0, 10=63/5-4-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-10=-57/0, 5-6=-57/0, 1-2=-13/0, 2-3=-13/0, 3-4=-13/0, 4-5=-13/0 BOT CHORD 9-10=0/13, 8-9=0/13, 7-8=0/13, 6-7=0/13 WEBS 2-9=-129/0, 3-8=-135/0, 4-7=-129/0 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 Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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 Job Truss Truss Type Qty Ply FOXHALL A F I47817564HA5Floor Supported Gable 1 1FOXHALL A F Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Wed Sep 08 14:53:49 Page: 1 ID:65WewwzkvmOac1pTFTwTAbyfkCp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 9,2021 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, 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. =3x4 =3x6 =3x4 =1x4 =1x4 =3x4 =3x6 =3x4 8 7 6 5 1 2 3 4 2-0-0 0-7-0 5-4-0 5-4-00-11-140-11-14Scale = 1:26.6 Plate Offsets (X, Y):[2:0-1-8,Edge], [3:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL)-0.01 7-8 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.17 Vert(CT)-0.02 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT)0.00 5 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight: 22 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud/No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)5=280/ Mechanical, 8=280/ Mechanical FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=-97/0, 4-5=-97/0, 1-2=0/0, 2-3=-447/0, 3-4=0/0 BOT CHORD 7-8=0/447, 6-7=0/447, 5-6=0/447 WEBS 3-5=-481/0, 2-8=-481/0, 2-7=-40/70, 3-6=-40/70 NOTES 1)Unbalanced floor live loads have been considered forthis design. 2)Refer to girder(s) for truss to truss connections. 3)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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 Job Truss Truss Type Qty Ply FOXHALL A F I47817565HA6Floor41FOXHALL A F Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Wed Sep 08 14:53:50 Page: 1 ID:xFtvBz2VUc8kKyGcbk1tQsyfkCj-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 9,2021 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, 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. =3x4 =3x4 =3x4 14 13 12 11 10 9 8 15 1 2 3 4 5 6 7 0-1-8 8-2-0 8-2-00-11-140-11-14Scale = 1:18.3 Plate Offsets (X, Y):[15:0-1-8,0-0-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 8 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-R Weight: 26 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud/No.3(flat) OTHERS 2x4 SPF Stud/No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)8=72/8-2-0, 9=154/8-2-0, 10=145/8-2-0, 11=147/8-2-0, 12=149/8-2-0, 13=139/8-2-0, 14=59/8-2-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=-53/0, 7-8=-66/0, 1-2=-15/0, 2-3=-15/0, 3-4=-15/0, 4-5=-15/0, 5-6=-15/0, 6-7=-15/0 BOT CHORD 13-14=0/15, 12-13=0/15, 11-12=0/15, 10-11=0/15, 9-10=0/15, 8-9=0/15 WEBS 2-13=-128/0, 3-12=-135/0, 4-11=-133/0, 5-10=-132/0, 6-9=-139/0 NOTES 1)All plates are 1x4 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 Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at10-00-00 oc and fastened to each truss with 3-10d(0.131" X 3") nails. Strongbacks to be attached to wallsat their outer ends or restrained by other means. 7)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply FOXHALL A F I47817566HA7Floor Supported Gable 1 1FOXHALL A F Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Wed Sep 08 14:53:50 Page: 1 ID:LqZ2p?4NnXXJBQ?BGsaa2UyfkCg-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 9,2021 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, 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. =1x4 =1x4 =3x6 =3x4 =1x4 =1x4 =3x4 =3x4 =3x6 =3x4 9 8 7 6 10 1 2 3 4 5 0-1-8 1-5-0 2-0-0 8-2-0 8-2-00-11-140-11-14Scale = 1:25.5 Plate Offsets (X, Y):[2:0-1-8,Edge], [7:0-1-8,Edge], [10:0-1-8,0-0-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL)-0.10 6-7 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.51 Vert(CT)-0.15 6-7 >639 240 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT)0.01 6 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight: 31 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud/No.3(flat) OTHERS 2x4 SPF Stud/No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)6=435/ Mechanical, 9=429/0-5-8 FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-9=-86/14, 5-6=-79/0, 1-2=-6/1, 2-3=-935/0, 3-4=-935/0, 4-5=0/0 BOT CHORD 8-9=0/935, 7-8=0/935, 6-7=0/813 WEBS 4-6=-878/0, 2-9=-1000/0, 4-7=0/267, 2-8=0/99, 3-7=-65/0 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 Building Code section 2306.1 andreferenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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 Job Truss Truss Type Qty Ply FOXHALL A F I47817567HA8Floor11FOXHALL A F Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Wed Sep 08 14:53:50 Page: 1 ID:lPFAR07G4Svt2tjmy_7Hg7yfkCd-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 9,2021 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, 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. =2x4 =2x4 =3x6 =3x4 =3x6 =3x4 THA422 5 4 6 1 2 7 3 0-1-8 1-4-0 3-2-0 3-2-00-11-140-11-14Scale = 1:25.5 Plate Offsets (X, Y):[6:0-1-8,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.18 Vert(CT)-0.01 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT)0.00 4 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-P Weight: 14 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud/No.3(flat) OTHERS 2x4 SPF Stud/No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or3-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=396/ Mechanical, 5=259/0-3-8 FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-5=-20/0, 3-4=-157/0, 1-2=-1/0, 2-3=0/0 BOT CHORD 4-5=0/379 WEBS 2-5=-439/0, 2-4=-441/0 NOTES 1)Refer to girder(s) for truss to truss connections. 2)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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. 5)Use Simpson Strong-Tie THA422 (Single Chord Girder) or equivalent at 2-1-12 from the left end to connect truss (es) to front face of top chord. 6)Fill all nail holes where hanger is in contact with lumber. 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 (lb/ft) Vert: 4-5=-10, 1-3=-100 Concentrated Loads (lb) Vert: 7=-341 (F) Job Truss Truss Type Qty Ply FOXHALL A F I47817568HA9Floor Girder 1 1FOXHALL A F Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Wed Sep 08 14:53:51 Page: 1 ID:eAUhHOAm8hPJXU1XBqCDqzyfkCZ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 9,2021 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, 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. 3x6 FP 3x6 FP =3x4 =3x4 =3x4 27 26 25 24 23 22 21 20 19 18 17 16 15 14 28 29 1 2 3 4 5 6 7 8 9 10 11 12 13 0-1-8 0-1-8 15-7-1 15-7-10-11-140-11-14Scale = 1:29.6 Plate Offsets (X, Y):[28:0-1-8,0-0-8], [29:0-1-8,0-0-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 14 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-R Weight: 48 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud/No.3(flat) OTHERS 2x4 SPF Stud/No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)14=37/15-7-1, 15=114/15-7-1, 16=150/15-7-1, 17=145/15-7-1, 18=151/15-7-1, 19=146/15-7-1, 20=147/15-7-1, 21=147/15-7-1, 22=147/15-7-1, 23=147/15-7-1, 25=146/15-7-1, 26=150/15-7-1, 27=50/15-7-1 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-27=-48/0, 13-14=-29/0, 1-2=-5/0, 2-3=-5/0,3-4=-5/0, 4-5=-5/0, 5-6=-5/0, 6-7=-5/0,7-8=-5/0, 8-9=-5/0, 9-11=-12/0, 11-12=-12/0,12-13=-12/0 BOT CHORD 26-27=0/5, 25-26=0/5, 23-25=0/5, 22-23=0/5, 21-22=0/5, 20-21=0/5, 19-20=0/5, 18-19=0/5, 17-18=0/5, 16-17=0/12, 15-16=0/12, 14-15=0/12 WEBS 2-26=-134/0, 3-25=-134/0, 4-23=-133/0, 5-22=-133/0, 6-21=-133/0, 7-20=-134/0, 8-19=-132/0, 9-18=-137/0, 10-17=-132/0, 11-16=-135/0, 12-15=-109/0 NOTES 1)All plates are 1x4 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 Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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 Job Truss Truss Type Qty Ply FOXHALL A F I47817569HB1Floor Supported Gable 1 1FOXHALL A F Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Wed Sep 08 14:53:51 Page: 1 ID:P_V8XxTSFMZm1KRL8a95LEyfkCA-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 9,2021 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, 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. 3x6 FP 3x6 FP =1x4 =1x4 =3x6 =3x8 =3x10 =1x4 =3x4 =1x4 =1x4 =3x4 =3x4 =3x10 =1x4 =3x8 =3x8 =1x4 =1x4 17 16 15 14 13 12 11 18 19 1 2 3 4 5 6 7 8 9 10 0-7-1 0-1-8 0-1-8 2-0-0 15-7-1 15-7-10-11-140-11-14Scale = 1:29.6 Plate Offsets (X, Y):[4:0-1-8,Edge], [13:0-1-8,Edge], [18:0-1-8,0-0-8], [19:0-1-8,0-0-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL)-0.29 12-13 >642 480 MT20 169/123 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(CT)-0.40 12-13 >457 240 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT)0.06 11 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight: 59 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) *Except* 16-11:2x4 SPF-S 1650F 1.6E(flat) WEBS 2x4 SPF Stud/No.3(flat) OTHERS 2x4 SPF Stud/No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)11=837/0-3-8, 17=837/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-17=-85/0, 10-11=-84/0, 1-2=-6/0, 2-3=-2995/0, 3-4=-2995/0, 4-5=-3678/0, 5-6=-3678/0, 6-7=-3003/0, 7-9=-3003/0, 9-10=-6/0 BOT CHORD 15-17=0/1805, 14-15=0/3678, 13-14=0/3678,12-13=0/3625, 11-12=0/1812 WEBS 9-11=-1949/0, 2-17=-1942/0, 9-12=0/1292, 2-15=0/1290, 7-12=-188/0, 3-15=-220/0, 6-12=-674/0, 4-15=-872/0, 6-13=-261/408, 4-14=-66/131, 5-13=-71/13 NOTES 1)Unbalanced floor live loads have been considered forthis design. 2)All plates are 1x4 MT20 unless otherwise indicated. 3)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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 Job Truss Truss Type Qty Ply FOXHALL A F I47817570HB2Floor31FOXHALL A F Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Wed Sep 08 14:53:51 Page: 1 ID:XUn2FNdcBMBw5KxrPpu8MzyfkBz-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 9,2021 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, 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. 3x6 FP 3x6 FP =3x4 =3x6 =3x8 =3x10 =1x4 =3x4 =1x4 =1x4 =3x4 =3x4 =3x10 =1x4 =3x8 =3x6 =1x4 =1x4 17 16 15 14 13 12 11 1812345678910 1-9-9 2-0-0 0-6-0 0-1-8 15-3-9 15-3-90-11-140-11-14Scale = 1:29.2 Plate Offsets (X, Y):[4:0-1-8,Edge], [13:0-1-8,Edge], [18:0-1-8,0-0-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL)-0.26 12-13 >688 480 MT20 169/123 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(CT)-0.37 12-13 >492 240 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT)0.06 11 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight: 58 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) *Except* 16-11:2x4 SPF-S 1650F 1.6E(flat) WEBS 2x4 SPF Stud/No.3(flat) OTHERS 2x4 SPF Stud/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)11=821/0-3-8, 17=828/ Mechanical FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-17=-88/0, 10-11=-85/0, 1-2=0/0, 2-3=-2920/0, 3-4=-2920/0, 4-5=-3547/0, 5-6=-3547/0, 6-7=-2926/0, 7-9=-2926/0, 9-10=-6/0 BOT CHORD 15-17=0/1769, 14-15=0/3547, 13-14=0/3547,12-13=0/3506, 11-12=0/1771 WEBS 9-11=-1905/0, 2-17=-1910/0, 9-12=0/1252, 2-15=0/1249, 7-12=-193/0, 3-15=-217/0, 6-12=-629/0, 4-15=-807/0, 6-13=-254/372, 4-14=-72/116, 5-13=-66/28 NOTES 1)Unbalanced floor live loads have been considered forthis design. 2)Refer to girder(s) for truss to truss connections. 3)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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 Job Truss Truss Type Qty Ply FOXHALL A F I47817571HB3Floor11FOXHALL A F Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Wed Sep 08 14:53:52 Page: 1 ID:e_3z_qnm7Mq49KQLg2dBOjyfkBm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 9,2021 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, 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. MT18HS 3x12 FP 3x6 FP =3x4 =3x8 =4x9 =4x12 =1x4 =3x6 =3x4 =1x4 =1x4 =3x4 =3x6 =4x12 =1x4 =4x9 =3x8 =1x4 =1.5x3 17 16 15 14 13 12 11 1812345678910 0-1-82-0-0 1-2-12 18-2-12 18-2-120-11-140-11-14Scale = 1:33.7 Plate Offsets (X, Y):[7:0-2-12,Edge], [13:0-1-8,Edge], [14:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL)-0.43 13-14 >506 480 MT18HS 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.51 Vert(CT)-0.59 13-14 >369 240 MT20 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT)0.07 11 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight: 80 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.1(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SPF Stud/No.3(flat) OTHERS 2x4 SPF Stud/No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or5-2-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)11=983/0-3-8, 17=989/ Mechanical FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-17=-87/0, 10-11=-85/0, 1-2=0/0, 2-3=-3697/0, 3-4=-3697/0, 4-5=-5107/0, 5-6=-5107/0, 6-8=-5107/0, 8-9=-3698/0, 9-10=-6/0 BOT CHORD 16-17=0/2167, 14-16=0/4667, 13-14=0/5107, 12-13=0/4667, 11-12=0/2164 WEBS 9-11=-2330/0, 2-17=-2339/0, 9-12=0/1663, 2-16=0/1660, 8-12=-191/0, 3-16=-189/0, 7-12=-1051/0, 4-16=-1052/0, 7-13=-51/820, 4-14=-51/820, 5-14=-208/0, 6-13=-208/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Refer to girder(s) for truss to truss connections. 4)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Required 2x6 strongbacks, on edge, spaced at 10-00-00 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply FOXHALL A F I47817572HB4Floor71FOXHALL A F Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Wed Sep 08 14:53:52 Page: 1 ID:IWCeOBwnj7i8TFhnt0D4Rdyfk3r-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 9,2021 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, 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. 3x6 FP 3x6 FP =3x4 =3x4 =3x4 =3x4 =3x4 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17-11-4 17-11-40-11-140-11-14Scale = 1:33.2 Plate Offsets (X, Y):[17:Edge,0-1-8], [31:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 17 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-R Weight: 55 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud/No.3(flat) OTHERS 2x4 SPF Stud/No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)17=12/17-11-4, 18=109/17-11-4, 19=153/17-11-4, 20=145/17-11-4, 21=147/17-11-4, 22=147/17-11-4, 23=147/17-11-4, 24=147/17-11-4, 25=147/17-11-4, 26=147/17-11-4, 27=146/17-11-4, 28=147/17-11-4, 29=147/17-11-4, 30=147/17-11-4, 31=59/17-11-4 FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-31=-55/0, 16-17=-6/0, 1-2=-9/0, 2-3=-9/0, 3-4=-9/0, 4-5=-5/0, 5-6=-5/0, 6-7=-5/0, 7-8=-5/0, 8-9=-5/0, 9-10=-5/0, 10-11=-5/0, 11-13=-5/0, 13-14=-5/0, 14-15=-5/0, 15-16=-5/0 BOT CHORD 30-31=0/9, 29-30=0/9, 27-29=0/9, 26-27=0/5,25-26=0/5, 24-25=0/5, 23-24=0/5, 22-23=0/5,21-22=0/5, 20-21=0/5, 19-20=0/5, 18-19=0/5,17-18=0/5 WEBS 2-30=-132/0, 3-29=-134/0, 4-28=-133/0, 5-27=-133/0, 6-26=-133/0, 7-25=-133/0, 8-24=-133/0, 9-23=-133/0, 10-22=-133/0, 11-21=-134/0, 13-20=-132/0, 14-19=-138/0, 15-18=-104/0 NOTES 1)All plates are 1.5x3 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 Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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 Job Truss Truss Type Qty Ply FOXHALL A F I47817573HB5Floor Supported Gable 1 1FOXHALL A F Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Wed Sep 08 14:53:53 Page: 1 ID:yqwAvI3JvpDRv5c4aYRuw9yfk3f-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 9,2021 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, 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. 3x6 FP 3x6 FP =3x4 =3x4 =3x4 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 32 3312345678910111213141516 0-1-8 0-1-8 17-11-8 17-11-80-11-140-11-14Scale = 1:33.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 17 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-R Weight: 55 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud/No.3(flat) OTHERS 2x4 SPF Stud/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)17=4/17-11-8, 18=113/17-11-8, 19=152/17-11-8, 20=145/17-11-8, 21=147/17-11-8, 22=147/17-11-8, 23=147/17-11-8, 24=147/17-11-8, 25=147/17-11-8, 26=147/17-11-8, 27=146/17-11-8, 28=147/17-11-8, 29=147/17-11-8, 30=145/17-11-8, 31=54/17-11-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-31=-50/0, 16-17=0/0, 1-2=-10/0, 2-3=-10/0, 3-4=-10/0, 4-5=-3/0, 5-6=-3/0, 6-7=-3/0, 7-8=-3/0, 8-9=-3/0, 9-10=-3/0, 10-11=-3/0, 11-13=-3/0, 13-14=-3/0, 14-15=-3/0, 15-16=-3/0 BOT CHORD 30-31=0/10, 29-30=0/10, 27-29=0/10, 26-27=0/3, 25-26=0/3, 24-25=0/3, 23-24=0/3,22-23=0/3, 21-22=0/3, 20-21=0/3, 19-20=0/3,18-19=0/3, 17-18=0/3 WEBS 2-30=-131/0, 3-29=-134/0, 4-28=-133/0, 5-27=-133/0, 6-26=-133/0, 7-25=-133/0, 8-24=-133/0, 9-23=-133/0, 10-22=-133/0, 11-21=-134/0, 13-20=-132/0, 14-19=-138/0, 15-18=-106/0 NOTES 1)All plates are 1.5x3 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 Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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 Job Truss Truss Type Qty Ply FOXHALL A F I47817574HB6Floor Supported Gable 1 1FOXHALL A F Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Wed Sep 08 14:53:53 Page: 1 ID:flXy0iBaYuU06dN?9ecEKGyfk3V-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 9,2021 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, 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. 3x6 FP 3x6 FP =1.5x3 =2x4 =3x8 =4x12 =4x12 =2x4 =3x6 =3x4 =2x4 =2x4 =3x4 =3x6 =4x12 =2x4 =4x12 =3x8 =2x4 =1.5x3 18 1716 15 14 13 12 19 201234567891011 0-1-8 0-11-8 0-1-8 2-0-0 17-11-8 17-11-80-11-140-11-14Scale = 1:33.3 Plate Offsets (X, Y):[5:0-1-8,Edge], [6:0-1-8,Edge], [11:0-1-8,Edge], [14:0-1-8,Edge], [15:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL)-0.44 14-15 >482 480 MT20 169/123 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(CT)-0.61 14-15 >351 240 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT)0.09 12 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight: 71 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF-S 1650F 1.6E(flat) BOT CHORD 2x4 SPF-S 1650F 1.6E(flat) *Except* 17-12:2x4 SP No.1(flat) WEBS 2x4 SPF Stud/No.3(flat) OTHERS 2x4 SPF Stud/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=968/0-3-8, 18=968/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-86/0, 11-12=-86/0, 1-2=-6/0, 2-3=-3630/0, 3-4=-3630/0, 4-5=-4966/0, 5-6=-4966/0, 6-7=-4966/0, 7-8=-3630/0, 8-10=-3630/0, 10-11=-6/0 BOT CHORD 16-18=0/2126, 15-16=0/4558, 14-15=0/4966,13-14=0/4558, 12-13=0/2126 WEBS 10-12=-2288/0, 2-18=-2288/0, 10-13=0/1631, 2-16=0/1631, 8-13=-196/0, 3-16=-196/0, 7-13=-1006/0, 4-16=-1006/0, 7-14=-74/769, 4-15=-74/769, 5-15=-200/0, 6-14=-200/0 NOTES 1)Unbalanced floor live loads have been considered forthis design. 2)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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 Job Truss Truss Type Qty Ply FOXHALL A F I47817575HB7Floor41FOXHALL A F Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Wed Sep 08 14:53:53 Page: 1 ID:qth6JTJUyGsSxJj7ISJpHbyfk3K-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 9,2021 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, 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. 3x6 FP 3x6 FP =3x4 =3x4 =3x4 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 371 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 0-1-8 21-4-1 21-4-10-11-140-11-14Scale = 1:38.6 Plate Offsets (X, Y):[19:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.06 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL)0.00 19 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-R Weight: 64 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud/No.3(flat) OTHERS 2x4 SPF Stud/No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)19=62/21-4-1, 20=144/21-4-1, 21=147/21-4-1, 22=146/21-4-1, 23=147/21-4-1, 24=147/21-4-1, 25=147/21-4-1, 26=147/21-4-1, 27=147/21-4-1, 28=147/21-4-1, 29=147/21-4-1, 31=147/21-4-1, 32=147/21-4-1, 33=146/21-4-1, 34=148/21-4-1, 35=144/21-4-1, 36=56/21-4-1 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-36=-51/0, 18-19=-56/0, 1-2=-11/0, 2-3=-11/0, 3-4=-11/0, 4-5=-11/0, 5-6=-11/0, 6-7=-11/0, 7-8=-11/0, 8-9=-11/0, 9-10=-11/0, 10-11=-11/0, 11-13=-11/0, 13-14=-11/0, 14-15=-11/0, 15-16=-11/0, 16-17=-11/0, 17-18=-11/0 BOT CHORD 35-36=0/11, 34-35=0/11, 33-34=0/11, 32-33=0/11, 31-32=0/11, 29-31=0/11, 28-29=0/11, 27-28=0/11, 26-27=0/11, 25-26=0/11, 24-25=0/11, 23-24=0/11, 22-23=0/11, 21-22=0/11, 20-21=0/11, 19-20=0/11 WEBS 2-35=-130/0, 3-34=-134/0, 4-33=-133/0, 5-32=-133/0, 6-31=-133/0, 7-29=-133/0, 8-28=-133/0, 9-27=-133/0, 10-26=-133/0, 11-25=-133/0, 13-24=-133/0, 14-23=-133/0, 15-22=-133/0, 16-21=-134/0, 17-20=-131/0 NOTES 1)All plates are 1.5x3 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 Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply FOXHALL A F I47817576HB8Floor Supported Gable 1 1FOXHALL A F Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Wed Sep 08 14:53:53 Page: 1 ID:3bkWCYQ7q1?BWivrKrzw8Uyfk3B-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 9,2021 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, 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. =3x4 =3x6 =3x4 =3x6 =3x4 THA422 5 4 1 2 3 1-0-11 2-7-6 2-7-60-11-140-11-14Scale = 1:24.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.21 Vert(CT)-0.01 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(CT)0.00 4 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-P Weight: 12 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud/No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 2-7-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=494/ Mechanical, 5=494/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-52/0, 3-4=-52/0, 1-2=0/0, 2-3=0/0 BOT CHORD 4-5=0/589 WEBS 2-5=-730/0, 2-4=-730/0 NOTES 1)Refer to girder(s) for truss to truss connections. 2)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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)Use Simpson Strong-Tie THA422 (Single Chord Girder) or equivalent at 1-2-3 from the left end to connect truss (es) to back face of top chord. 5)Fill all nail holes where hanger is in contact with lumber. 6)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 (lb/ft) Vert: 4-5=-10, 1-3=-100 Concentrated Loads (lb) Vert: 2=-728 (B) Job Truss Truss Type Qty Ply FOXHALL A F I47817577HB9Floor Girder 1 1FOXHALL A F Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Wed Sep 08 14:53:54 Page: 1 ID:Myf9gxWWBBtBsnxCEpbZwzyfk34-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 9,2021 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