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HomeMy WebLinkAboutFloor Truss Engineering400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 MiTek, 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 The Truss Company (Sumner, WA). November 10,2025 Zhao, Xiaoming Pages or sheets covered by this seal: R91168357 thru R91168378 My license renewal date for the state of Washington is September 28, 2027. M-2196 2612/A/Gar LT-Floor 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. 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3x6 FP 3x6 FP=3x4 =3x4 =3x4 =3x4 =3x4 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 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 1-6-0 29 -4-12 29 -4-12 Scale = 1:47.9 Plate Offsets (X, Y):[1:Edge,0-0-12], [51:Edge,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horiz(TL)0.00 26 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-AS Weight: 116 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)26=29-4-12, 27=29-4-12, 28=29-4-12, 29=29-4-12, 30=29-4-12, 31=29-4-12, 32=29-4-12, 33=29-4-12, 34=29-4-12, 35=29-4-12, 36=29-4-12, 37=29-4-12, 38=29-4-12, 39=29-4-12, 40=29-4-12, 41=29-4-12, 43=29-4-12, 44=29-4-12, 45=29-4-12, 46=29-4-12, 47=29-4-12, 48=29-4-12, 49=29-4-12, 50=29-4-12, 51=29-4-12 Max Grav 26=47 (LC 1), 27=126 (LC 1), 28=110 (LC 1), 29=139 (LC 1), 30=945 (LC 1), 31=180 (LC 1), 32=108 (LC 1), 33=123 (LC 1), 34=118 (LC 1), 35=106 (LC 1), 36=147 (LC 1), 37=1156 (LC 1), 38=201 (LC 1), 39=106 (LC 1), 40=120 (LC 1), 41=117 (LC 1), 43=117 (LC 1), 44=117 (LC 1), 45=117 (LC 1), 46=117 (LC 1), 47=117 (LC 1), 48=117 (LC 1), 49=117 (LC 1), 50=120 (LC 1), 51=56 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 25-26=-43/0, 1-51=-49/0, 1-2=-7/0, 2-3=-7/0, 3-4=-7/0, 4-5=-7/0, 5-6=-7/0, 6-7=-7/0, 7-8=-7/0, 8-9=-7/0, 9-10=-7/0, 10-11=-7/0, 11-12=-7/0, 12-13=-7/0, 13-14=-7/0, 14-15=-7/0, 15-16=-7/0, 16-18=-7/0, 18-19=-3/0, 19-20=-3/0, 20-21=-3/0, 21-22=-3/0, 22-23=-3/0, 23-24=-3/0, 24-25=-3/0 BOT CHORD 50-51=0/7, 49-50=0/7, 48-49=0/7, 47-48=0/7, 46-47=0/7, 45-46=0/7, 44-45=0/7, 43-44=0/7, 41-43=0/7, 40-41=0/7, 39-40=0/7, 38-39=0/7, 37-38=0/7, 36-37=0/7, 35-36=0/7, 34-35=0/7, 33-34=0/3, 32-33=0/3, 31-32=0/3, 30-31=0/3, 29-30=0/3, 28-29=0/3, 27-28=0/3, 26-27=0/3 WEBS 24-27=-114/0, 23-28=-100/0, 22-29=-129/0, 20-31=-171/0, 19-32=-97/0, 18-33=-113/0, 17-34=-108/0, 16-35=-96/0, 15-36=-137/0, 13-38=-192/0, 12-39=-95/0, 11-40=-110/0, 10-41=-106/0, 9-43=-107/0, 8-44=-107/0, 7-45=-107/0, 6-46=-107/0, 5-47=-107/0, 4-48=-107/0, 3-49=-105/0, 2-50=-112/0, 14-37=-1153/0, 21-30=-942/0 NOTES 1)All plates are 1.5x4 (||) 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)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 7)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 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 26-51=-8, 1-25=-80 Concentrated Loads (lb) Vert: 14=-1254, 21=-1018 Job Truss Truss Type Qty Ply 2612/A/Gar LT-Floor R91168357F10Floor Supported Gable 1 1M-2196 Job Reference (optional) The Truss Company (Sumner, WA), Sumner, WA - 98390,Run: 25.30 S Oct 2 2025 Print: 25.3.0 S Oct 2 2025 MiTek Industries, Inc. Fri Nov 07 17:29:30 Page: 1 ID:rFy37EnOFK0xrUGS3?PIysyUpIc-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 10,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3x6 FP 3x6 FP=3x6 =3x6 =4x4 =4x4 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 45 461234567891011121314151617181920212223 1-6-0 0-3-8 0-1-8 25-8-0 0-4-0 0-4-0 25-2-8 25-6-8 Scale = 1:41.4 Plate Offsets (X, Y):[2:0-3-0,Edge], [44:Edge,0-0-12] Loading (psf)Spacing 1-7-3 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 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT)0.00 24 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-AS Weight: 101 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)24=25-8-0, 25=25-8-0, 26=25-8-0, 27=25-8-0, 28=25-8-0, 29=25-8-0, 30=25-8-0, 31=25-8-0, 32=25-8-0, 33=25-8-0, 34=25-8-0, 35=25-8-0, 36=25-8-0, 37=25-8-0, 38=25-8-0, 40=25-8-0, 41=25-8-0, 42=25-8-0, 43=25-8-0, 44=25-8-0 Max Grav 24=43 (LC 1), 25=116 (LC 1), 26=118 (LC 1), 27=117 (LC 1), 28=117 (LC 1), 29=117 (LC 1), 30=117 (LC 1), 31=117 (LC 1), 32=117 (LC 1), 33=117 (LC 1), 34=119 (LC 1), 35=111 (LC 1), 36=133 (LC 1), 37=1864 (LC 1), 38=133 (LC 1), 40=111 (LC 1), 41=120 (LC 1), 42=113 (LC 1), 43=123 (LC 1), 44=82 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 23-24=-39/0, 2-44=-77/0, 1-2=0/0, 2-3=-3/0, 3-5=-13/0, 5-6=-3/0, 6-7=-3/0, 7-8=-3/0, 8-9=-3/0, 9-10=-3/0, 10-11=-3/0, 11-12=-3/0, 12-13=-3/0, 13-14=-3/0, 14-15=-3/0, 15-16=-3/0, 16-17=-3/0, 17-19=-3/0, 19-20=-3/0, 20-21=-3/0, 21-22=-3/0, 22-23=-3/0 BOT CHORD 43-44=0/3, 42-43=0/3, 41-42=0/3, 40-41=0/3, 38-40=0/3, 37-38=0/3, 36-37=0/3, 35-36=0/3, 34-35=0/3, 33-34=0/3, 32-33=0/3, 31-32=0/3, 30-31=0/3, 29-30=0/3, 28-29=0/3, 27-28=0/3, 26-27=0/3, 25-26=0/3, 24-25=0/3 WEBS 22-25=-105/0, 21-26=-107/0, 20-27=-106/0, 19-28=-107/0, 17-29=-107/0, 16-30=-107/0, 15-31=-107/0, 14-32=-107/0, 13-33=-106/0, 12-34=-108/0, 11-35=-100/0, 10-36=-122/0, 9-37=-1853/0, 8-38=-122/0, 7-40=-100/0, 6-41=-109/0, 5-42=-102/0, 3-43=-113/0 NOTES 1)All plates are 1.5x4 (||) MT20 unless otherwise indicated. 2)Attach ribbon block to truss with 3-10d nails applied to flat face. 3)Gable requires continuous bottom chord bearing. 4)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5)Gable studs spaced at 1-4-0 oc. 6)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 7)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8)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. 9)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 24-44=-8, 1-2=-80, 2-23=-80 Concentrated Loads (lb) Vert: 9=-1768 Job Truss Truss Type Qty Ply 2612/A/Gar LT-Floor R91168358F07Floor Supported Gable 1 1M-2196 Job Reference (optional) The Truss Company (Sumner, WA), Sumner, WA - 98390,Run: 25.30 S Oct 2 2025 Print: 25.3.0 S Oct 2 2025 MiTek Industries, Inc. Fri Nov 07 17:29:30 Page: 1 ID:7YrR_aA8VlnqxkbbWzKGOVyUp6U-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 10,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =1.5x4 =3x4 =3x4 =3x6 =1.5x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x8 =1.5x4 =3x6 =3x6 =1.5x4 =4x4 =1.5x4 16 15 14 13 12 11 10 1 2 3 4 5 6 7 8 9 1-6-0 0-6-0 1-4-122-0-42-6-0 1-7-0 17-3-8 15 -8-8 15 -8-8 Scale = 1:29.2 Plate Offsets (X, Y):[1:Edge,0-0-12], [4:0-1-8,Edge], [5:0-1-8,Edge], [9:0-1-8,Edge] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL)-0.07 14-15 >999 360 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.41 Vert(CT)-0.10 14-15 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT)0.02 10 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-AS Weight: 80 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)10= Mechanical, 11=0-5-8, 16=0-5-4 Max Uplift 10=-820 (LC 3) Max Grav 10=1 (LC 7), 11=2007 (LC 1), 16=586 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 9-10=-9/811, 1-16=-82/0, 1-2=0/0, 2-3=-1384/0, 3-4=-1384/0, 4-5=-1404/0, 5-6=-984/0, 6-7=-984/0, 7-8=0/1127, 8-9=0/1127 BOT CHORD 15-16=0/909, 14-15=0/1404, 13-14=0/1404, 12-13=0/1404, 11-12=-46/128, 10-11=0/0 WEBS 8-11=-285/0, 7-11=-1396/0, 2-16=-1031/0, 7-12=0/980, 2-15=0/539, 6-12=-225/0, 3-15=-208/0, 5-12=-511/0, 4-15=-200/168, 4-14=-107/54, 5-13=-44/110, 9-11=-1519/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 820 lb uplift at joint 10. 4)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 10-16=-8, 1-8=-80, 8-9=-180 Concentrated Loads (lb) Vert: 9=-474 Job Truss Truss Type Qty Ply 2612/A/Gar LT-Floor R91168359F17Floor11M-2196 Job Reference (optional) The Truss Company (Sumner, WA), Sumner, WA - 98390,Run: 25.30 S Oct 2 2025 Print: 25.3.0 S Oct 2 2025 MiTek Industries, Inc. Fri Nov 07 17:29:31 Page: 1 ID:U6m?QpN6dgx3YGIupdqk1NyUomG-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 10,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3x6 FP 3x6 FP =1.5x4 =3x4 =3x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x4 =3x6 =1.5x4 =3x6 =1.5x4 =3x6 =3x4 =1.5x4 =3x6 =3x6 =3x6 =1.5x4 =4x4 =1.5x4 23 22 21 20 19 18 17 16 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1-6-0 1-4-121-10 -82-6-0 2-7-8 1-7-0 29-4-12 12-3-12 12-3-12 15 -6-0 27-9-12 Scale = 1:48.2 Plate Offsets (X, Y):[1:Edge,0-0-12], [14:0-1-8,Edge], [21:0-1-8,Edge], [22:0-1-8,Edge] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL)-0.12 22-23 >999 360 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.44 Vert(CT)-0.20 22-23 >743 240 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(CT)0.02 15 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-AS Weight: 127 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)15= Mechanical, 16=0-5-8, 19=0-5-8, 23=0-2-8 Max Uplift 15=-756 (LC 6) Max Grav 15=-4 (LC 5), 16=1778 (LC 11), 19=1289 (LC 3), 23=492 (LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 14-15=0/748, 1-23=-78/0, 1-2=0/0, 2-3=-988/0, 3-4=-988/0, 4-5=-988/0, 5-6=0/914, 6-7=0/914, 7-8=-1134/0, 8-10=-1134/0, 10-11=-924/0, 11-12=-924/0, 12-13=0/1020, 13-14=0/1020 BOT CHORD 22-23=0/733, 21-22=0/988, 19-21=-215/487, 18-19=-102/591, 17-18=0/1221, 16-17=0/215, 15-16=0/0 WEBS 13-16=-202/0, 6-19=-221/0, 5-19=-1047/0, 2-23=-832/0, 5-21=0/688, 2-22=-39/290, 4-21=-267/0, 3-22=-121/29, 14-16=-1374/0, 7-19=-1176/0, 7-18=0/754, 8-18=-205/0, 10-18=-236/0, 10-17=-337/0, 11-17=-202/0, 12-17=0/849, 12-16=-1343/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 23. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 756 lb uplift at joint 15. 5)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 15-23=-8, 1-14=-80 Concentrated Loads (lb) Vert: 14=-474 Job Truss Truss Type Qty Ply 2612/A/Gar LT-Floor R91168360F11Floor61M-2196 Job Reference (optional) The Truss Company (Sumner, WA), Sumner, WA - 98390,Run: 25.30 S Oct 2 2025 Print: 25.3.0 S Oct 2 2025 MiTek Industries, Inc. Fri Nov 07 17:29:30 Page: 1 ID:N7TWAoVGoy8resw30FBNyIyUoz0-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f NO PARTITION WALLS MAY BE LOCATED ON PANELS GREATER THAN 30" November 10,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3x6 FP 3x6 FP =3x4 =3x4 =3x4 =3x4 =3x4 =3x6 =3x6 =3x8 =3x4 =3x4 =3x6 =3x4 =3x4 24 23 22 21 20 19 18 17 16 15 25 261234567891011121314 1-6-0 0-6-01-10 -8 1-10-142-6-0 0-3-9 0-1-8 28-0-6 12-3-12 12-3-12 15 -7-2 27-10-14 Scale = 1:46.2 Plate Offsets (X, Y):[1:Edge,0-0-12], [10:0-1-8,Edge], [11:0-1-8,Edge], [22:0-1-8,Edge], [23:0-1-8,Edge] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL)-0.13 23-24 >999 360 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.43 Vert(CT)-0.21 23-24 >691 240 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT)0.03 15 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-AS Weight: 123 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)15=0-5-6, 20=0-5-8, 24=0-2-8 Max Grav 15=637 (LC 7), 20=1399 (LC 1), 24=489 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 14-15=-82/0, 1-24=-77/0, 1-2=0/0, 2-3=-975/1, 3-4=-975/1, 4-5=-975/1, 5-6=0/1029, 6-7=0/1029, 7-8=-1398/0, 8-10=-1398/0, 10-11=-1684/0, 11-12=-1567/0, 12-13=-1567/0, 13-14=0/0 BOT CHORD 23-24=0/728, 22-23=-1/975, 20-22=-320/467, 19-20=-88/648, 18-19=0/1684, 17-18=0/1684, 16-17=0/1684, 15-16=0/1003 WEBS 6-20=-224/0, 5-20=-1074/0, 2-24=-826/0, 5-22=0/728, 2-23=-82/281, 4-22=-280/0, 3-23=-118/44, 7-20=-1370/0, 13-15=-1138/0, 7-19=0/953, 13-16=0/641, 8-19=-226/0, 12-16=-204/0, 10-19=-484/0, 11-16=-227/155, 10-18=-54/102, 11-17=-100/64 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 (||) MT20 unless otherwise indicated. 3)Attach ribbon block to truss with 3-10d nails applied to flat face. 4)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 24. 5)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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 2612/A/Gar LT-Floor R91168361F12Floor51M-2196 Job Reference (optional) The Truss Company (Sumner, WA), Sumner, WA - 98390,Run: 25.30 S Oct 2 2025 Print: 25.3.0 S Oct 2 2025 MiTek Industries, Inc. Fri Nov 07 17:29:30 Page: 1 ID:cc2w9FXGZfaDcGoO4rZn36yUom3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 10,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =1.5x4 =3x4 =3x6 =3x6 =1.5x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x6 =1.5x4 =3x6 =3x4 =1.5x4 14 13 12 11 10 9 15 16 1 2 3 4 5 6 7 8 1-6-0 0-6-02-0-102-6-0 0-3-9 0-1-8 15-11-2 15-9-10 15-9-10 Scale = 1:27.2 Plate Offsets (X, Y):[1:Edge,0-0-12], [4:0-1-8,Edge], [5:0-1-8,Edge] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.22 Vert(LL)-0.10 10-11 >999 360 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.49 Vert(CT)-0.14 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT)-0.03 14 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-AS Weight: 73 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)9=0-5-6, 14=0-5-4 Max Grav 9=689 (LC 1), 14=689 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 8-9=-83/0, 1-14=-82/0, 1-2=0/0, 2-3=-1762/0, 3-4=-1762/0, 4-5=-1973/0, 5-6=-1772/0, 6-7=-1772/0, 7-8=0/0 BOT CHORD 13-14=0/1100, 12-13=0/1973, 11-12=0/1973, 10-11=0/1973, 9-10=0/1099 WEBS 7-9=-1247/0, 2-14=-1248/0, 7-10=0/764, 2-13=0/752, 6-10=-223/0, 3-13=-203/0, 5-10=-364/46, 4-13=-378/36, 4-12=-71/101, 5-11=-92/74 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Attach ribbon block to truss with 3-10d nails applied to flat face. 3)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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 2612/A/Gar LT-Floor R91168362F18Floor11M-2196 Job Reference (optional) The Truss Company (Sumner, WA), Sumner, WA - 98390,Run: 25.30 S Oct 2 2025 Print: 25.3.0 S Oct 2 2025 MiTek Industries, Inc. Fri Nov 07 17:29:31 Page: 1 ID:jfOh0K6lV6VYkUuQKDvoT0yUolK-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 10,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =1.5x4 =3x4 =3x6 =3x4 =1.5x4 =1.5x4 =3x4 =3x4 =3x8 =1.5x4 =3x4 =3x4 =5x10 =1.5x4 13 12 11 10 9 14 15 81234567 1-6-0 1-8-62-6-0 0-4-8 15 -2-6 14-9-14 14-9-14 0-11 -8 0-11 -8 0-6-8 1-6-0 Scale = 1:27.3 Plate Offsets (X, Y):[1:Edge,0-0-12], [8:0-4-0,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL)-0.22 10-11 >808 360 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.62 Vert(CT)-0.31 10-11 >581 240 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT)0.01 15 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-AS Weight: 68 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)13=0-2-8, 15=0-3-6 Max Grav 13=656 (LC 1), 15=637 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-13=-88/0, 9-14=-2/6, 8-14=-2/6, 1-2=0/0, 2-3=-1712/0, 3-4=-1712/0, 4-5=-1712/0, 5-6=-1142/0, 6-8=-1144/0 BOT CHORD 12-13=0/1039, 11-12=0/1712, 10-11=0/1667, 9-10=0/73 WEBS 8-10=0/1194, 2-13=-1179/0, 6-10=-200/0, 2-12=0/785, 5-10=-596/0, 3-12=-277/0, 5-11=-117/301, 4-11=-108/0, 8-15=-706/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Attach ribbon block to truss with 3-10d nails applied to flat face. 3)Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 13. 5)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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 2612/A/Gar LT-Floor R91168363F15Floor11M-2196 Job Reference (optional) The Truss Company (Sumner, WA), Sumner, WA - 98390,Run: 25.30 S Oct 2 2025 Print: 25.3.0 S Oct 2 2025 MiTek Industries, Inc. Fri Nov 07 17:29:31 Page: 1 ID:ItNrAECOfGDSvaIahwUIiWyUog1-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 10,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =1.5x4 =3x4 =3x6 =3x4 =1.5x4 =1.5x4 =3x4 =3x4 =3x8 =1.5x4 =3x4 =3x4 =5x10 =1.5x4 13 12 11 10 9 14 15 81234567 1-6-0 1-8-62-6-0 0-4-8 15 -2-6 14-9-14 14-9-14 0-11 -8 0-11 -8 0-6-8 1-6-0 Scale = 1:27.3 Plate Offsets (X, Y):[1:Edge,0-0-12], [8:0-4-0,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL)-0.22 10-11 >808 360 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.62 Vert(CT)-0.31 10-11 >581 240 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT)0.01 15 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-AS Weight: 68 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)13=0-2-8, 15=0-3-6 Max Grav 13=656 (LC 1), 15=637 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-13=-88/0, 9-14=-2/6, 8-14=-2/6, 1-2=0/0, 2-3=-1712/0, 3-4=-1712/0, 4-5=-1712/0, 5-6=-1142/0, 6-8=-1144/0 BOT CHORD 12-13=0/1039, 11-12=0/1712, 10-11=0/1667, 9-10=0/73 WEBS 8-10=0/1194, 2-13=-1179/0, 6-10=-200/0, 2-12=0/785, 5-10=-596/0, 3-12=-277/0, 5-11=-117/301, 4-11=-108/0, 8-15=-706/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Attach ribbon block to truss with 3-10d nails applied to flat face. 3)Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 13. 5)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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 2612/A/Gar LT-Floor R91168364F16Floor21M-2196 Job Reference (optional) The Truss Company (Sumner, WA), Sumner, WA - 98390,Run: 25.30 S Oct 2 2025 Print: 25.3.0 S Oct 2 2025 MiTek Industries, Inc. Fri Nov 07 17:29:31 Page: 1 ID:fqAkDyGXUork0MBXUT4TPZyUofy-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 10,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3x6 FP 3x6 FP=3x6 =3x4 =3x4 =3x4 =3x4 =3x4 =3x6 =3x6 =3x8 =3x4 =3x4 =3x6 =3x6 =3x4 24 23 22 21 20 19 18 17 16 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1-6-0 0-6-0 1-6-41-11-82-6-0 0-3-14 0-3-14 7-10-12 8-2-10 17-2-8 25-5-2 1-3-0 1-3-0 0-3-0 1-6-0 Scale = 1:44 Plate Offsets (X, Y):[9:0-1-8,Edge], [10:0-1-8,Edge], [22:0-1-8,Edge], [23:0-1-8,Edge], [24:Edge,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL)-0.15 16-17 >999 360 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.64 Vert(CT)-0.19 16-17 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT)-0.03 20 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-AS Weight: 114 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)1=0-3-6, 15=0-2-12, 20=0-5-8 Max Uplift 1=-105 (LC 4) Max Grav 1=269 (LC 3), 15=664 (LC 7), 20=1411 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 14-15=-84/0, 1-24=0/22, 1-3=-318/291, 3-4=-315/291, 4-5=-315/291, 5-6=0/1195, 6-7=0/1195, 7-8=-1215/0, 8-9=-1215/0, 9-10=-1787/0, 10-12=-1688/0, 12-13=-1688/0, 13-14=0/0 BOT CHORD 23-24=0/0, 22-23=-291/315, 20-22=-649/168, 19-20=-45/267, 18-19=0/1787, 17-18=0/1787, 16-17=0/1787, 15-16=0/1052 WEBS 6-20=-223/0, 7-20=-1528/0, 13-15=-1194/0, 7-19=0/1099, 13-16=0/722, 8-19=-224/1, 12-16=-252/0, 9-19=-702/0, 10-16=-277/108, 9-18=-10/128, 10-17=-106/31, 5-20=-906/0, 1-23=-326/353, 5-22=0/520, 3-23=-158/77, 4-22=-177/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 (||) MT20 unless otherwise indicated. 3)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 1. 5)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 2612/A/Gar LT-Floor R91168365F05Floor11M-2196 Job Reference (optional) The Truss Company (Sumner, WA), Sumner, WA - 98390,Run: 25.30 S Oct 2 2025 Print: 25.3.0 S Oct 2 2025 MiTek Industries, Inc. Fri Nov 07 17:29:30 Page: 1 ID:3fRmqS_k29uyeRxi8KYlIKyUp6j-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 10,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3x6 FP 3x6 FP=3x6 =3x4 =3x4 =3x4 =3x4 =3x4 =3x6 =3x6 =3x8 =3x4 =3x4 =3x6 =3x6 =3x4 24 23 22 21 20 19 18 17 16 15 1 2 3 4 5 6 7 8 9 10 11 12 13 25 14 1-6-0 0-6-0 1-9-01-11-82-6-0 0-3-14 0-3-14 7-10-12 8-2-10 17 -5-4 25 -7-14 1-3-0 1-3-0 0-3-0 1-6-0 Scale = 1:44.4 Plate Offsets (X, Y):[9:0-1-8,Edge], [10:0-1-8,Edge], [22:0-1-8,Edge], [23:0-1-8,Edge], [24:Edge,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL)-0.17 16-17 >999 360 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(CT)-0.22 16-17 >949 240 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT)0.02 15 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-AS Weight: 115 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)1=0-3-6, 15=0-5-8, 20=0-5-8 Max Uplift 1=-104 (LC 4) Max Grav 1=270 (LC 3), 15=676 (LC 7), 20=1416 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 14-15=-84/0, 1-24=0/22, 1-3=-321/287, 3-4=-318/287, 4-5=-318/287, 5-6=0/1179, 6-7=0/1179, 7-8=-1253/0, 8-9=-1253/0, 9-10=-1850/0, 10-12=-1734/0, 12-13=-1734/0, 13-14=0/0 BOT CHORD 23-24=0/0, 22-23=-287/318, 20-22=-642/173, 19-20=-34/292, 18-19=0/1850, 17-18=0/1850, 16-17=0/1850, 15-16=0/1074 WEBS 6-20=-223/0, 7-20=-1545/0, 13-15=-1219/0, 7-19=0/1113, 13-16=0/749, 8-19=-222/7, 12-16=-254/0, 9-19=-726/0, 10-16=-292/82, 9-18=-6/127, 10-17=-103/29, 5-20=-901/0, 1-23=-321/356, 5-22=0/516, 3-23=-159/76, 4-22=-175/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 (||) MT20 unless otherwise indicated. 3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 1. 4)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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. 6)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 2612/A/Gar LT-Floor R91168366F06Floor21M-2196 Job Reference (optional) The Truss Company (Sumner, WA), Sumner, WA - 98390,Run: 25.30 S Oct 2 2025 Print: 25.3.0 S Oct 2 2025 MiTek Industries, Inc. Fri Nov 07 17:29:30 Page: 1 ID:PcEfu92tshXFlCqgxt8w_OyUp6e-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 10,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =3x4 =4x6 =3x8 =1.5x4 =4x10 =3x4 =4x10 =1.5x4 =3x8 =4x6 =3x4 LUS26 -2 11 12 10 9 8 1 2 3 4 5 6 7 1-6-0 2-3-7 14-10-12 14-10-12 Scale = 1:25.1 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 0.68 Vert(LL)-0.12 9-10 >999 360 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(CT)-0.19 9-10 >931 240 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(CT)-0.03 11 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-MS Weight: 74 lb FT = 11% LUMBER TOP CHORD 2x4 HF-N No.1/No.2 BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)8= Mechanical, 11=0-2-4 Max Grav 8=934 (LC 1), 11=1366 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 7-8=-121/0, 1-11=-127/0, 1-2=-203/0, 2-3=-3480/0, 3-4=-3480/0, 4-5=-2687/0, 5-6=-2687/0, 6-7=-84/0 BOT CHORD 10-11=0/2131, 9-10=0/3401, 8-9=0/1669 WEBS 6-8=-1747/0, 6-9=0/1122, 5-9=-206/0, 4-9=-786/0, 4-10=0/87, 3-10=-182/0, 2-10=0/1485, 2-11=-2124/0 NOTES 1)Refer to girder(s) for truss to truss connections. 2)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 11. 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 LUS26-2 (4-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent at 2-10-12 from the left end to connect truss(es) to back face of bottom 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: 8-11=-10, 1-7=-100 Concentrated Loads (lb) Vert: 12=-693 (B) Job Truss Truss Type Qty Ply 2612/A/Gar LT-Floor R91168367T01Floor Girder 1 1M-2196 Job Reference (optional) The Truss Company (Sumner, WA), Sumner, WA - 98390,Run: 25.30 S Oct 2 2025 Print: 25.3.0 S Oct 2 2025 MiTek Industries, Inc. Fri Nov 07 17:29:31 Page: 1 ID:tx3ai98BOD7xM3afXRvf8yyUohP-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 10,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =1.5x4 =4x4 =3x4 =4x4 =1.5x4 5 4 1 2 3 1-6-0 1-9-11 4-2-6 4-2-6 Scale = 1:19.8 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 0.14 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(CT)0.00 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(CT)0.00 4 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-AS Weight: 43 lb FT = 11% LUMBER TOP CHORD 2x4 HF-N No.1/No.2 BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)4=0-5-6, 5= Mechanical Max Grav 4=703 (LC 1), 5=703 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-271/0, 3-4=-271/0, 1-2=0/0, 2-3=0/0 BOT CHORD 4-5=0/717 WEBS 2-5=-828/0, 2-4=-828/0 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Refer to girder(s) for truss to truss connections. 4)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 4-5=-10, 1-3=-350 Job Truss Truss Type Qty Ply 2612/A/Gar LT-Floor R91168368T02Floor12M-2196 Job Reference (optional) The Truss Company (Sumner, WA), Sumner, WA - 98390,Run: 25.30 S Oct 2 2025 Print: 25.3.0 S Oct 2 2025 MiTek Industries, Inc. Fri Nov 07 17:29:31 Page: 1 ID:6PaY0Q2AGm74Oqz73lmnpGyUohX-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 10,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =3x6 =3x6 15 14 13 12 11 10 9 1 2 3 4 5 6 7 8 1-6-0 0-3-14 0-3-14 7-8-0 7-11-14 1-3-0 1-3-0 0-3-0 1-6-0 Scale = 1:17.8 Plate Offsets (X, Y):[1:0-3-0,Edge], [15:Edge,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.05 Vert(LL)0.00 15 >999 360 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT)0.00 13-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT)0.00 9 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-AS Weight: 34 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)1=0-3-6, 9=7-8-8, 10=7-8-8, 11=7-8-8, 12=7-8-8, 13=7-8-8, 14=7-8-8, 15=7-8-8 Max Grav 1=28 (LC 1), 9=49 (LC 1), 10=123 (LC 1), 11=116 (LC 1), 12=118 (LC 1), 13=117 (LC 1), 14=108 (LC 1), 15=5 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 8-9=-44/0, 1-15=0/0, 1-2=-4/0, 2-4=-8/0, 4-5=-4/0, 5-6=-4/0, 6-7=-4/0, 7-8=-4/0 BOT CHORD 14-15=0/4, 13-14=0/4, 12-13=0/4, 11-12=0/4, 10-11=0/4, 9-10=0/4 WEBS 7-10=-112/0, 6-11=-105/0, 5-12=-108/0, 4-13=-106/0, 2-14=-100/0 NOTES 1)All plates are 1.5x4 (||) MT20 unless otherwise indicated. 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 design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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. 6)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 2612/A/Gar LT-Floor R91168369F01Floor Supported Gable 1 1M-2196 Job Reference (optional) The Truss Company (Sumner, WA), Sumner, WA - 98390,Run: 25.30 S Oct 2 2025 Print: 25.3.0 S Oct 2 2025 MiTek Industries, Inc. Fri Nov 07 17:29:28 Page: 1 ID:pIEoXVe6B2viqNyN8W3jIwyUp8S-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 10,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =1.5x4 =3x6 =3x4 =3x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x4 =3x4 =1.5x4 10 9 8 7 1 2 3 4 5 6 1-6-0 0-6-0 1-8-02-6-0 0-3-14 0-3-14 7-8-0 7-11-14 1-3-0 1-3-0 0-3-0 1-6-0 Scale = 1:25.5 Plate Offsets (X, Y):[8:0-1-8,Edge], [9:0-1-8,Edge], [10:Edge,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 Vert(LL)-0.02 7-8 >999 360 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.17 Vert(CT)-0.05 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT)0.00 7 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-AS Weight: 39 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)1=0-3-6, 7= Mechanical Max Grav 1=332 (LC 1), 7=332 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 6-7=-83/0, 1-10=0/12, 1-3=-450/0, 3-4=-447/0, 4-5=-447/0, 5-6=0/0 BOT CHORD 9-10=0/0, 8-9=0/447, 7-8=0/436 WEBS 5-7=-495/0, 1-9=0/500, 5-8=-52/108, 3-9=-211/0, 4-8=-7/26 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 design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 2612/A/Gar LT-Floor R91168370F02Floor71M-2196 Job Reference (optional) The Truss Company (Sumner, WA), Sumner, WA - 98390,Run: 25.30 S Oct 2 2025 Print: 25.3.0 S Oct 2 2025 MiTek Industries, Inc. Fri Nov 07 17:29:29 Page: 1 ID:_hwNQ3_gbeRkBg5mnOZHQqyUp80-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 10,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =3x10 =3x10 29 28 27 26 25 24 23 22 21 20 19 18 17 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1-6-0 0-3-14 0-3-14 17-1-0 17-4-14 1-1-8 1-1-8 0-4-8 1-6-0 Scale = 1:31.8 Plate Offsets (X, Y):[1:0-4-8,Edge], [29:Edge,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.05 Vert(LL)0.00 29 >999 360 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT)0.00 27-28 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT)0.00 16 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-AS Weight: 71 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)1=0-3-6, 16=17-1-8, 17=17-1-8, 18=17-1-8, 19=17-1-8, 20=17-1-8, 21=17-1-8, 22=17-1-8, 23=17-1-8, 24=17-1-8, 25=17-1-8, 26=17-1-8, 27=17-1-8, 28=17-1-8, 29=17-1-8 Max Grav 1=28 (LC 1), 16=49 (LC 1), 17=123 (LC 1), 18=116 (LC 1), 19=118 (LC 1), 20=117 (LC 1), 21=117 (LC 1), 22=117 (LC 1), 23=117 (LC 1), 24=117 (LC 1), 25=117 (LC 1), 26=118 (LC 1), 27=112 (LC 1), 28=120 (LC 1), 29=5 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 15-16=-44/0, 1-29=0/0, 1-2=-4/0, 2-4=-15/0, 4-5=-4/0, 5-6=-4/0, 6-7=-4/0, 7-8=-4/0, 8-9=-4/0, 9-10=-4/0, 10-11=-4/0, 11-12=-4/0, 12-13=-4/0, 13-14=-4/0, 14-15=-4/0 BOT CHORD 28-29=0/4, 27-28=0/4, 26-27=0/4, 25-26=0/4, 24-25=0/4, 23-24=0/4, 22-23=0/4, 21-22=0/4, 20-21=0/4, 19-20=0/4, 18-19=0/4, 17-18=0/4, 16-17=0/4 WEBS 14-17=-112/0, 13-18=-105/0, 12-19=-107/0, 11-20=-107/0, 10-21=-107/0, 9-22=-107/0, 8-23=-107/0, 7-24=-107/0, 6-25=-106/0, 5-26=-108/0, 4-27=-101/0, 2-28=-112/0 NOTES 1)All plates are 1.5x4 (||) MT20 unless otherwise indicated. 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 design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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. 6)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 2612/A/Gar LT-Floor R91168371F08Floor Supported Gable 1 1M-2196 Job Reference (optional) The Truss Company (Sumner, WA), Sumner, WA - 98390,Run: 25.30 S Oct 2 2025 Print: 25.3.0 S Oct 2 2025 MiTek Industries, Inc. Fri Nov 07 17:29:30 Page: 1 ID:8i3rX4pSUYwXGe_kUXm9vAyUp4M-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 10,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =1.5x4 =6x6 =3x6 =3x10 =3x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x6 =1.5x4 =3x6 =3x4 =1.5x4 14 13 12 11 10 9 1 2 3 4 5 6 7 8 1-6-0 1-4-02-6-0 0-3-14 0-3-14 17-1-0 17 -4-14 1-1-8 1-1-8 0-4-8 1-6-0 Scale = 1:32 Plate Offsets (X, Y):[1:0-1-8,Edge], [5:0-1-8,Edge], [12:0-1-8,Edge], [14:Edge,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.34 Vert(LL)-0.15 12-13 >999 360 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(CT)-0.23 12-13 >895 240 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT)0.01 9 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-MS Weight: 83 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-6, 9=0-2-8 Max Grav 1=746 (LC 1), 9=746 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=0/9, 8-9=-83/0, 1-2=-1369/0, 2-3=-1361/0, 3-4=-2301/0, 4-5=-2301/0, 5-6=-1979/0, 6-7=-1979/0, 7-8=0/0 BOT CHORD 13-14=0/0, 12-13=0/1975, 11-12=0/2301, 10-11=0/2301, 9-10=0/1203 WEBS 7-9=-1366/0, 1-13=0/1516, 7-10=0/880, 2-13=-283/0, 6-10=-236/0, 3-13=-704/0, 5-10=-539/0, 3-12=0/527, 4-12=-149/0, 5-11=-78/78 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 2612/A/Gar LT-Floor R91168372F09Floor71M-2196 Job Reference (optional) The Truss Company (Sumner, WA), Sumner, WA - 98390,Run: 25.30 S Oct 2 2025 Print: 25.3.0 S Oct 2 2025 MiTek Industries, Inc. Fri Nov 07 17:29:30 Page: 1 ID:ysQ6n8uD3Ogh_ZSurotZ9RyUp4G-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 10,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3x6 FP 3x6 FP=3x6 =3x4 =3x4 =3x4 =3x4 =3x4 =3x6 =3x6 =3x8 =3x4 =3x4 =3x6 =3x6 =3x4 24 23 22 21 20 19 18 17 16 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1-6-0 0-6-0 1-6-01-11-82-6-0 0-3-14 0-3-14 7-10-12 8-2-10 17 -2-4 25-4-14 1-3-0 1-3-0 0-3-0 1-6-0 Scale = 1:44 Plate Offsets (X, Y):[9:0-1-8,Edge], [10:0-1-8,Edge], [22:0-1-8,Edge], [23:0-1-8,Edge], [24:Edge,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL)-0.14 16-17 >999 360 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.64 Vert(CT)-0.19 16-17 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT)0.02 15 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-AS Weight: 114 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)1=0-3-6, 15=0-2-8, 20=0-5-8 Max Uplift 1=-106 (LC 4) Max Grav 1=269 (LC 3), 15=663 (LC 7), 20=1411 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-24=0/22, 14-15=-84/0, 1-3=-318/292, 3-4=-315/292, 4-5=-315/292, 5-6=0/1197, 6-7=0/1197, 7-8=-1211/0, 8-9=-1211/0, 9-10=-1781/0, 10-12=-1684/0, 12-13=-1684/0, 13-14=0/0 BOT CHORD 23-24=0/0, 22-23=-292/315, 20-22=-650/167, 19-20=-46/264, 18-19=0/1781, 17-18=0/1781, 16-17=0/1781, 15-16=0/1050 WEBS 6-20=-223/0, 5-20=-906/0, 1-23=-326/352, 5-22=0/520, 3-23=-158/77, 4-22=-177/0, 7-20=-1527/0, 13-15=-1192/0, 7-19=0/1098, 13-16=0/720, 8-19=-224/1, 12-16=-252/0, 9-19=-700/0, 10-16=-275/110, 9-18=-10/128, 10-17=-106/31 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 (||) MT20 unless otherwise indicated. 3)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 lb uplift at joint 1. 5)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 2612/A/Gar LT-Floor R91168373F03Floor11M-2196 Job Reference (optional) The Truss Company (Sumner, WA), Sumner, WA - 98390,Run: 25.30 S Oct 2 2025 Print: 25.3.0 S Oct 2 2025 MiTek Industries, Inc. Fri Nov 07 17:29:29 Page: 1 ID:?m15hKpKaY?5L7IqmgnEBAyUp6y-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 10,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3x6 FP 3x6 FP=3x6 =3x4 =3x4 =3x4 =3x4 =3x4 =3x6 =3x6 =3x8 =3x4 =3x4 =3x6 =3x6 =3x4 24 23 22 21 20 19 18 17 16 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1-6-0 0-6-0 1-6-01-11-82-6-0 0-3-14 0-3-14 7-10-12 8-2-10 17 -2-4 25-4-14 1-3-0 1-3-0 0-3-0 1-6-0 Scale = 1:44 Plate Offsets (X, Y):[9:0-1-8,Edge], [10:0-1-8,Edge], [22:0-1-8,Edge], [23:0-1-8,Edge], [24:Edge,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL)-0.14 16-17 >999 360 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.64 Vert(CT)-0.19 16-17 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT)0.02 15 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-AS Weight: 114 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)1=0-3-6, 15=0-2-8, 20=0-5-8 Max Uplift 1=-106 (LC 4) Max Grav 1=269 (LC 3), 15=663 (LC 7), 20=1411 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 14-15=-84/0, 1-24=0/22, 1-3=-318/292, 3-4=-315/292, 4-5=-315/292, 5-6=0/1197, 6-7=0/1197, 7-8=-1211/0, 8-9=-1211/0, 9-10=-1781/0, 10-12=-1684/0, 12-13=-1684/0, 13-14=0/0 BOT CHORD 23-24=0/0, 22-23=-292/315, 20-22=-650/167, 19-20=-46/264, 18-19=0/1781, 17-18=0/1781, 16-17=0/1781, 15-16=0/1050 WEBS 6-20=-223/0, 7-20=-1527/0, 13-15=-1192/0, 7-19=0/1098, 13-16=0/720, 8-19=-224/1, 12-16=-252/0, 9-19=-700/0, 10-16=-275/110, 9-18=-10/128, 10-17=-106/31, 5-20=-906/0, 1-23=-326/352, 5-22=0/520, 3-23=-158/77, 4-22=-177/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 (||) MT20 unless otherwise indicated. 3)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 lb uplift at joint 1. 5)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 2612/A/Gar LT-Floor R91168374F04Floor71M-2196 Job Reference (optional) The Truss Company (Sumner, WA), Sumner, WA - 98390,Run: 25.30 S Oct 2 2025 Print: 25.3.0 S Oct 2 2025 MiTek Industries, Inc. Fri Nov 07 17:29:29 Page: 1 ID:mJW6M3vLh?0yJMvMEMw6VsyUp6q-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 10,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =1.5x4 =3x4 =3x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x6 =1.5x4 =3x4 =3x4 =1.5x4 12 11 10 9 8 1 2 3 4 5 6 7 1-6-0 0-7-8 1-3-62-6-0 12 -6-6 12 -6-6 Scale = 1:24 Plate Offsets (X, Y):[1:Edge,0-0-12], [4:0-1-8,Edge], [11:0-1-8,Edge] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.22 Vert(LL)-0.05 9-10 >999 360 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.33 Vert(CT)-0.09 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT)0.02 8 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-AS Weight: 57 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)8=0-5-6, 12=0-2-8 Max Grav 8=546 (LC 1), 12=546 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 7-8=-81/0, 1-12=-80/0, 1-2=0/0, 2-3=-1223/0, 3-4=-1223/0, 4-5=-1225/0, 5-6=-1225/0, 6-7=0/0 BOT CHORD 11-12=0/835, 10-11=0/1223, 9-10=0/1223, 8-9=0/835 WEBS 6-8=-947/0, 2-12=-948/0, 6-9=0/443, 2-11=0/453, 5-9=-184/0, 3-11=-145/0, 4-9=-173/152, 4-10=-106/21 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 3)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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 2612/A/Gar LT-Floor R91168375F14Floor11M-2196 Job Reference (optional) The Truss Company (Sumner, WA), Sumner, WA - 98390,Run: 25.30 S Oct 2 2025 Print: 25.3.0 S Oct 2 2025 MiTek Industries, Inc. Fri Nov 07 17:29:31 Page: 1 ID:Nhbozc2cgZtGej?TYgJdmzyUolP-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 10,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =1.5x4 =3x4 =3x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x6 =1.5x4 =3x4 =3x4 =1.5x4 12 11 10 9 8 1 2 3 4 5 6 7 1-6-0 0-7-8 1-3-62-6-0 12 -6-6 12 -6-6 Scale = 1:24 Plate Offsets (X, Y):[1:Edge,0-0-12], [4:0-1-8,Edge], [11:0-1-8,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 0.28 Vert(LL)-0.06 9-10 >999 360 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.42 Vert(CT)-0.11 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT)0.02 8 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-AS Weight: 57 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)8=0-5-6, 12=0-2-8 Max Grav 8=682 (LC 1), 12=682 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-12=-101/0, 7-8=-101/0, 1-2=0/0, 2-3=-1530/0, 3-4=-1530/0, 4-5=-1532/0, 5-6=-1532/0, 6-7=0/0 BOT CHORD 11-12=0/1045, 10-11=0/1530, 9-10=0/1530, 8-9=0/1044 WEBS 6-8=-1185/0, 2-12=-1186/0, 6-9=0/554, 2-11=0/566, 5-9=-231/0, 3-11=-182/0, 4-9=-217/189, 4-10=-132/26 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 3)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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 2612/A/Gar LT-Floor R91168376F13Floor11M-2196 Job Reference (optional) The Truss Company (Sumner, WA), Sumner, WA - 98390,Run: 25.30 S Oct 2 2025 Print: 25.3.0 S Oct 2 2025 MiTek Industries, Inc. Fri Nov 07 17:29:31 Page: 1 ID:UwLH8F?6cLNq96ihJqFhb7yUolT-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 10,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =1.5x4 =3x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x4 =3x6 =1.5x4 =3x4 =3x4 =1.5x4 12 11 10 9 8 13 14 1 2 3 4 5 6 7 1-6-0 1-2-0 0-10-14 2-6-0 0-3-9 0-1-8 12-9-14 3-7-2 12-8-6 9-1-4 9-1-4 Scale = 1:23.3 Plate Offsets (X, Y):[1:Edge,0-0-12], [2:0-1-8,Edge], [10:0-1-8,Edge] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL)-0.04 9-10 >999 360 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.16 Vert(CT)-0.07 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT)0.00 9 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-AS Weight: 59 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)8=0-5-6, 9=0-5-8, 12= Mechanical Max Uplift 8=-137 (LC 3) Max Grav 8=122 (LC 7), 9=851 (LC 8), 12=328 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-12=-89/0, 7-8=-9/1, 1-2=0/0, 2-3=-453/0, 3-4=-453/0, 4-5=0/543, 5-6=0/543, 6-7=0/0 BOT CHORD 11-12=0/453, 10-11=0/453, 9-10=0/231, 8-9=-108/79 WEBS 5-9=-212/0, 4-9=-743/0, 2-12=-512/0, 4-10=0/260, 2-11=-5/45, 3-10=-112/0, 6-9=-543/0, 6-8=-138/188 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Attach ribbon block to truss with 3-10d nails applied to flat face. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137 lb uplift at joint 8. 5)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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 2612/A/Gar LT-Floor R91168377F19Floor11M-2196 Job Reference (optional) The Truss Company (Sumner, WA), Sumner, WA - 98390,Run: 25.30 S Oct 2 2025 Print: 25.3.0 S Oct 2 2025 MiTek Industries, Inc. Fri Nov 07 17:29:31 Page: 1 ID:XcQF3JJ1Y1LAUzUJjJ9PZPyUofu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 10,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =1.5x4 =3x4 =3x4 =1.5x4 5 4 1 2 30-0-8 1-6-0 1-0-3 1-3-11 1-3-11 Scale = 1:20.5 Plate Offsets (X, Y):[4:0-1-8,Edge], [5:Edge,0-0-12] 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 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horiz(TL)0.00 3 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-MP Weight: 9 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 1-3-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)3=-72/1-3-11, 4=152/1-3-11, 5=56/1-3-11 Max Horiz 5=-18 (LC 5) Max Uplift 3=-72 (LC 1), 4=-234 (LC 8), 5=-253 (LC 7) Max Grav 3=-2 (LC 7), 4=314 (LC 3), 5=278 (LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-272/256 WEBS 1-4=-341/341 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Gable requires continuous bottom chord bearing. 3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 253 lb uplift at joint 5, 234 lb uplift at joint 4 and 72 lb uplift at joint 3. 4)This truss has been designed for a total drag load of 175 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-3-11 for 175.0 plf. 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 2612/A/Gar LT-Floor R91168378ZF1Floor Blocking 26 1M-2196 Job Reference (optional) The Truss Company (Sumner, WA), Sumner, WA - 98390,Run: 25.30 E Sep 7 2025 Print: 25.3.0 E Sep 7 2025 MiTek Industries, Inc. Mon Nov 10 16:31:29 Page: 1 ID:1ge3bWjR4hLUih8mhYiuCvyUp9e-cLusdFuwJU4lHOyXWjLxj3SJE7VVWOL2SJ2P4YyKVWU November 10,2025 LA T E R A L B R A C I N G L O C A T I O N In d i c a t e s l o c a t i o n w h e r e b e a r i n g s (s u p p o r t s ) o c c u r . I c o n s v a r y b u t re a c t i o n s e c t i o n i n d i c a t e s j o i n t nu m b e r / l e t t e r w h e r e b e a r i n g s o c c u r . Mi n s i z e s h o w n i s f o r c r u s h i n g o n l y . In d i c a t e d b y s y m b o l s h o w n a n d / o r by t e x t i n t h e b r a c i n g s e c t i o n o f t h e ou t p u t . U s e T o r I b r a c i n g if i n d i c a t e d . Th e f i r s t d i m e n s i o n i s t h e p l a t e wi d t h m e a s u r e d p e r p e n d i c u l a r to s l o t s . S e c o n d d i m e n s i o n i s th e l e n g t h p a r a l l e l t o s l o t s . Ce n t e r p l a t e o n j o i n t u n l e s s x , y of f s e t s a r e i n d i c a t e d . Di m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . Ap p l y p l a t e s t o b o t h s i d e s o f t r u s s an d f u l l y e m b e d t e e t h . 1. A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2. T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3. N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4. P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5. C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6. P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7. D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8. U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9. U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 10 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 11 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 12 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 13 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 14 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 15 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 16 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 17 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 18 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 19 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 20 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . 21 . T h e d e s i g n d o e s n o t t a k e i n t o a c c o u n t a n y d y n a m i c o r o t h e r l o a d s o t h e r t h a n t h o s e e x p r e s s l y s t a t e d . Fa i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y Da m a g e o r P e r s o n a l I n j u r y ( D r a w i n g s n o t t o s c a l e ) © 2 0 2 3 M i T e k ® A l l R i g h t s R e s e r v e d Mi T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 1 / 2 / 2 0 2 3 ed g e o f t r u s s . fr o m o u t s i d e " 16 /1 -0 IC C - E S R e p o r t s : ES R - 1 9 8 8 , E S R - 2 3 6 2 , E S R - 2 6 8 5 , E S R - 3 2 8 2 ES R - 4 7 2 2 , E S L - 1 3 8 8 JO I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E AR O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O TH E L E F T . CH O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T NU M B E R S / L E T T E R S . W4-6 W3-6 W3- 7 W2-7 W1-7 C1-8 C5 - 6 C6 - 7 C7 - 8 C4-5 C3- 4 C2 - 3 C1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 BO T T O M C H O R D S TO P C H O R D S BE A R I N G 4 x 4 PL A T E S I Z E Th i s s y m b o l i n d i c a t e s t h e re q u i r e d d i r e c t i o n o f s l o t s i n co n n e c t o r p l a t e s . " 16 /1 Fo r 4 x 2 o r i e n t a t i o n , l o c a t e pl a t e s 0 - 2/1 PL A T E L O C A T I O N A N D O R I E N T A T I O N * Pl a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k so f t w a r e o r u p o n r e q u e s t . In d u s t r y S t a n d a r d s : AN S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . DS B - 2 2 : D e s i g n S t a n d a r d f o r B r a c i n g . BC S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g , R e s t r a i n i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6- 4 - 8 WE B S Tr u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e tr u s s u n l e s s o t h e r w i s e s h o w n . Lu m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 se c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s es t a b l i s h e d b y o t h e r s . di m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s L Jo i n t I D ty p .