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Home My WebLink About2090 Floor Stamped 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 Builders FirstSource (Arlington, WA). July 24,2025 Zhao, Xiaoming Pages or sheets covered by this seal: R89373737 thru R89373757 My license renewal date for the state of Washington is September 28, 2025. 4768543 CENTURY 2090 PLAN FLOOR A,B,C 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) =1.5x4 =3x6 =4x8 =4x12 =1.5x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x4 =4x12 =1.5x4 =4x8 =3x6 =1.5x4 15 14 13 12 11 10 1 2 3 4 5 6 7 8 9 18-9-14 1-6-0 1-6-142-6-0 1-6-0 1-6-0 Scale = 1:34.6 Plate Offsets (X, Y):[1:Edge,0-0-12], [4:0-1-8,Edge], [12:0-1-8,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 0.75 Vert(LL)-0.32 11-12 >695 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(CT)-0.45 11-12 >501 360 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT)0.08 10 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-SH Weight: 75 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 5-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (size)10= Mechanical, 15=0-3-14 Max Grav 10=1028 (LC 1), 15=1028 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-15=-104/0, 9-10=-103/0, 1-2=0/0, 2-3=-2822/0, 3-4=-2822/0, 4-5=-3457/0, 5-6=-3457/0, 6-7=-2833/0, 7-8=-2833/0, 8-9=0/0 BOT CHORD 14-15=0/1683, 13-14=0/3457, 12-13=0/3457, 11-12=0/3401, 10-11=0/1686 WEBS 8-10=-1913/0, 2-15=-1910/0, 8-11=0/1301, 2-14=0/1293, 7-11=-248/0, 3-14=-287/12, 6-11=-645/0, 4-14=-900/0, 6-12=-229/428, 4-13=-64/131, 5-12=-186/68 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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 CENTURY 2090 PLAN FLOOR A,B,C R89373737F01Floor714768543Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 9.19 S 8.83 Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Thu Jul 24 13:23:45 Page: 1 ID:QiEXthYbrPOEdXFmjWaEZoyuss?-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 24,2025 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 =3x4 30 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 18-9-14 1-6-0 1-6-0 Scale = 1:34.6 Plate Offsets (X, Y):[1:Edge,0-0-12], [30: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 0.08 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 YES WB 0.02 Horiz(TL)0.00 16 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-R Weight: 67 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) OTHERS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)16=18-9-14, 17=18-9-14, 18=18-9-14, 19=18-9-14, 20=18-9-14, 21=18-9-14, 22=18-9-14, 23=18-9-14, 24=18-9-14, 25=18-9-14, 26=18-9-14, 27=18-9-14, 28=18-9-14, 29=18-9-14, 30=18-9-14 Max Grav 16=72 (LC 1), 17=162 (LC 1), 18=143 (LC 1), 19=148 (LC 1), 20=147 (LC 1), 21=146 (LC 1), 22=150 (LC 1), 23=135 (LC 1), 24=148 (LC 1), 25=157 (LC 1), 26=144 (LC 1), 27=147 (LC 1), 28=146 (LC 1), 29=148 (LC 1), 30=65 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-30=-57/0, 15-16=-64/0, 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, 10-11=-8/0, 11-12=-8/0, 12-13=-8/0, 13-14=-8/0, 14-15=-8/0 BOT CHORD 29-30=0/8, 28-29=0/8, 27-28=0/8, 26-27=0/8, 25-26=0/8, 24-25=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 WEBS 2-29=-137/0, 3-28=-132/0, 4-27=-134/0, 5-26=-131/0, 6-25=-143/0, 8-23=-122/0, 9-22=-136/0, 10-21=-133/0, 11-20=-133/0, 12-19=-134/0, 13-18=-129/0, 14-17=-148/0, 7-24=-135/0 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)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 CENTURY 2090 PLAN FLOOR A,B,C R89373738F02Floor Supported Gable 1 14768543 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 9.19 S 8.83 Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Thu Jul 24 13:23:46 Page: 1 ID:QufFAFwcrkyT?iryDIAH_2yusso-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 24,2025 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 =4x6 =3x10 =3x4 =3x4 =3x4 =4x12 =4x12 =3x10 =3x4 =3x6 =3x6 23 22 21 20 19 18 17 16 15 14 1 2 3 4 5 6 7 8 9 10 11 12 13 24-4-0 0-2-101-5-141-6-02-6-0 5-7-14 24-4-0 18 -8-2 18 -8-2 1-6-0 1-6-0 Scale = 1:43.8 Plate Offsets (X, Y):[1:Edge,0-0-12], [4:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge], [20:0-1-8,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 0.97 Vert(LL)-0.22 21-22 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(CT)-0.29 21-22 >762 360 BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(CT)0.05 17 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-SH Weight: 98 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)14=0-2-10, 17=0-3-8, 23=0-3-14 Max Uplift 14=-399 (LC 3) Max Grav 14=164 (LC 4), 17=1969 (LC 1), 23=881 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-23=-105/0, 13-14=-128/0, 1-2=0/0, 2-3=-2295/0, 3-4=-2295/0, 4-5=-2545/0, 5-7=-2545/0, 7-8=-1418/0, 8-9=-1418/0, 9-10=0/1971, 10-11=0/1971, 11-12=-67/886, 12-13=0/0 BOT CHORD 22-23=0/1410, 21-22=0/2545, 20-21=0/2545, 19-20=0/2251, 17-19=-137/15, 16-17=-886/67, 15-16=-886/67, 14-15=-886/67 WEBS 10-17=-255/0, 9-17=-2166/0, 2-23=-1601/0, 9-19=0/1614, 2-22=0/1004, 8-19=-269/0, 3-22=-306/0, 7-19=-962/0, 4-22=-491/43, 4-21=-105/51, 5-20=-259/0, 7-20=0/583, 11-17=-1466/0, 12-14=-75/1000, 11-16=0/384, 12-15=-357/0 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) 14. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 399 lb uplift at joint 14. 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)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2090 PLAN FLOOR A,B,C R89373739F03Floor314768543Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 9.19 S 8.83 Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Thu Jul 24 13:23:47 Page: 1 ID:pBuzJzHMcrsAkGWBy_eEjSyusoT-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 24,2025 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 =4x8 =4x8 =1.5x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x4 =5x8 =1.5x4 =4x8 =3x6 =1.5x4 15 14 13 12 11 10 1 2 3 4 5 6 7 8 9 18 -6-6 1-6-0 1-3-62-6-0 1-6-0 1-6-0 Scale = 1:34.1 Plate Offsets (X, Y):[1:Edge,0-0-12], [4:0-1-8,Edge], [12:0-1-8,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 0.73 Vert(LL)-0.29 11-12 >763 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(CT)-0.40 11-12 >553 360 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT)0.08 10 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-SH Weight: 74 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 5-8-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (size)10= Mechanical, 15=0-3-14 Max Grav 10=1012 (LC 1), 15=1012 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-15=-104/0, 9-10=-103/0, 1-2=0/0, 2-3=-2765/0, 3-4=-2765/0, 4-5=-3354/0, 5-6=-3354/0, 6-7=-2772/0, 7-8=-2772/0, 8-9=0/0 BOT CHORD 14-15=0/1653, 13-14=0/3354, 12-13=0/3354, 11-12=0/3311, 10-11=0/1655 WEBS 8-10=-1878/0, 2-15=-1876/0, 8-11=0/1268, 2-14=0/1262, 7-11=-251/0, 3-14=-289/6, 6-11=-611/0, 4-14=-852/0, 6-12=-233/412, 4-13=-66/120, 5-12=-204/94 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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 CENTURY 2090 PLAN FLOOR A,B,C R89373740F04Floor214768543Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 9.19 S 8.83 Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Thu Jul 24 13:23:47 Page: 1 ID:pjypSbhhcH8LpU7kx7FC5dyusnx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 24,2025 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 =4x8 =4x8 =1.5x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x4 =4x12 =1.5x4 =5x8 =5x6 =5x6 =1.5x4 16 15 14 13 12 11 10 912345678 18-9-14 1-0-141-6-142-6-0 0-3-10 18-9-14 18 -6-4 18 -6-4 1-6-0 1-3-0 1-3-0 0-3-0 1-6-0 Scale = 1:36.1 Plate Offsets (X, Y):[1:Edge,0-0-12], [4:0-1-8,Edge], [9:0-3-0,Edge], [11:0-1-8,Edge], [13:0-1-8,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 0.77 Vert(LL)-0.31 12-13 >702 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(CT)-0.45 12-13 >491 360 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT)-0.02 9 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-SH Weight: 80 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 DF 1800F 1.6E(flat) WEBS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 5-5-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)9=0-3-8, 16=0-3-14 Max Grav 9=1012 (LC 1), 16=1012 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-16=-104/0, 9-10=0/12, 1-2=0/0, 2-3=-2759/0, 3-4=-2759/0, 4-5=-3368/0, 5-6=-3368/0, 6-7=-2276/0, 7-8=-2276/0, 8-9=-867/0 BOT CHORD 15-16=0/1652, 14-15=0/3368, 13-14=0/3368, 12-13=0/3092, 11-12=0/866, 10-11=0/0 WEBS 8-11=-937/0, 9-11=0/1285, 8-12=0/1592, 2-16=-1875/0, 7-12=-248/0, 2-15=0/1256, 6-12=-925/0, 3-15=-286/12, 6-13=-54/608, 4-15=-892/0, 4-14=-85/154, 5-13=-172/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)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. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2090 PLAN FLOOR A,B,C R89373741F05Floor214768543Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 9.19 S 8.83 Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Thu Jul 24 13:23:47 Page: 1 ID:PVvpfdg7IUTje5OUlLjRQwyusmf-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 24,2025 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 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 20 -7-6 1-6-0 1-6-0 Scale = 1:37.5 Plate Offsets (X, Y):[1:Edge,0-0-12], [19:Edge,0-0-12], [35: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 0.08 Vert(LL)n/a -n/a 999 MT20 185/148 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 0.02 Horiz(TL)0.00 19 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-R Weight: 74 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) OTHERS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)19=20-7-6, 20=20-7-6, 21=20-7-6, 22=20-7-6, 23=20-7-6, 24=20-7-6, 25=20-7-6, 26=20-7-6, 27=20-7-6, 28=20-7-6, 29=20-7-6, 30=20-7-6, 31=20-7-6, 32=20-7-6, 33=20-7-6, 34=20-7-6, 35=20-7-6 Max Grav 19=20 (LC 1), 20=110 (LC 1), 21=153 (LC 1), 22=145 (LC 1), 23=147 (LC 1), 24=147 (LC 1), 25=147 (LC 1), 26=146 (LC 1), 27=150 (LC 1), 28=135 (LC 1), 29=148 (LC 1), 30=157 (LC 1), 31=144 (LC 1), 32=148 (LC 1), 33=145 (LC 1), 34=155 (LC 1), 35=60 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-35=-54/0, 18-19=-13/0, 1-2=-4/0, 2-3=-4/0, 3-4=-4/0, 4-5=-4/0, 5-6=-4/0, 6-7=-4/0, 7-9=-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, 15-16=-4/0, 16-17=-4/0, 17-18=-4/0 BOT CHORD 34-35=0/4, 33-34=0/4, 32-33=0/4, 31-32=0/4, 30-31=0/4, 29-30=0/4, 28-29=0/4, 27-28=0/4, 25-27=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 WEBS 2-34=-141/0, 3-33=-132/0, 4-32=-134/0, 5-31=-131/0, 6-30=-143/0, 9-28=-122/0, 10-27=-136/0, 11-26=-133/0, 12-25=-134/0, 13-24=-133/0, 14-23=-134/0, 15-22=-132/0, 16-21=-138/0, 17-20=-104/0, 7-29=-135/0 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)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 CENTURY 2090 PLAN FLOOR A,B,C R89373742F06Floor Supported Gable 1 14768543 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 9.19 S 8.83 Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Thu Jul 24 13:23:48 Page: 1 ID:28LV5INVwiMfCj23UqgQ8kyusgb-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 24,2025 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) 10 9 8 7 6 1 2 3 4 5 5-1-10 1-6-0 1-6-0 Scale = 1:13.6 Plate Offsets (X, Y):[1:Edge,0-0-12], [10: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 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 6 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-R Weight: 19 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) OTHERS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 5-1-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)6=5-1-10, 7=5-1-10, 8=5-1-10, 9=5-1-10, 10=5-1-10 Max Grav 6=53 (LC 1), 7=137 (LC 1), 8=148 (LC 1), 9=151 (LC 1), 10=62 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-10=-56/0, 5-6=-46/0, 1-2=-5/0, 2-3=-5/0, 3-4=-5/0, 4-5=-5/0 BOT CHORD 9-10=0/5, 8-9=0/5, 7-8=0/5, 6-7=0/5 WEBS 2-9=-139/0, 3-8=-134/0, 4-7=-127/0 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)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 CENTURY 2090 PLAN FLOOR A,B,C R89373743F08Floor Supported Gable 1 14768543 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 9.19 S 8.83 Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Thu Jul 24 13:23:48 Page: 1 ID:w30JdXCXaVeoYbD5EnXMchyusps-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 24,2025 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 5 4 1 2 3 5-1-10 2-5-5 1-6-0 1-6-0 Scale = 1:21.3 Plate Offsets (X, Y):[1: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 0.35 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.27 Vert(CT)-0.11 4-5 >543 360 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 4 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-P Weight: 21 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 5-1-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4=0-2-10, 5= Mechanical Max Grav 4=276 (LC 1), 5=276 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-95/0, 3-4=-95/0, 1-2=0/0, 2-3=0/0 BOT CHORD 4-5=0/284 WEBS 2-5=-324/0, 2-4=-324/0 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) 4. 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 CENTURY 2090 PLAN FLOOR A,B,C R89373744F09Floor714768543Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 9.19 S 8.83 Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Thu Jul 24 13:23:48 Page: 1 ID:dRZFbKvUD7dCgvNTql6kedyusqE-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 24,2025 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) =2x6 =3x4 =3x6 =3x4 =2x6 5 4 1 6 2 7 3 3-9-6 1-9-3 1-6-0 1-6-0 Scale = 1:21.3 Plate Offsets (X, Y):[3:0-3-0,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 0.10 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.15 Vert(CT)-0.03 4-5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(CT)0.00 4 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-P Weight: 21 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 3-9-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4=0-5-6, 5= Mechanical Max Grav 4=274 (LC 1), 5=288 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-110/0, 3-4=-96/0, 1-2=0/0, 2-3=0/0 BOT CHORD 4-5=0/222 WEBS 2-5=-274/0, 2-4=-274/0 NOTES 1)Refer to girder(s) for truss to truss connections. 2)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. 3)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 84 lb down at 0-9-8, and 75 lb down at 2-9-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 4)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: 6=-84 (B), 7=-75 (B) Job Truss Truss Type Qty Ply CENTURY 2090 PLAN FLOOR A,B,C R89373745F11Floor Girder 1 14768543 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 9.19 S 8.83 Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Thu Jul 24 13:23:48 Page: 1 ID:dg_NUau_fD_zZzjcKCUpC0yusiV-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 24,2025 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 =3x4 =3x4 =1.5x4 =1.5x4 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 40 41123456789 10 11 12 13 14 15 16 17 18 19 20 22 -6-0 1-2-46-2-14 0-1-8 22-6-0 22-4-8 22-4-8 0-1-8 1-6-0 1-6-0 0-3-10 0-3-10 Scale = 1:44.8 Plate Offsets (X, Y):[1:Edge,0-0-12], [39:Edge,0-0-12], [40:0-1-8,0-0-12], [41:0-1-8,0-0-12] 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 0.08 Vert(LL)n/a -n/a 999 MT20 185/148 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 0.02 Horiz(TL)0.00 21 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-R Weight: 85 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) OTHERS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)21=22-6-0, 22=22-6-0, 23=22-6-0, 24=22-6-0, 25=22-6-0, 26=22-6-0, 27=22-6-0, 28=22-6-0, 29=22-6-0, 30=22-6-0, 31=22-6-0, 32=22-6-0, 33=22-6-0, 34=22-6-0, 35=22-6-0, 36=22-6-0, 37=22-6-0, 38=22-6-0, 39=22-6-0 Max Grav 21=47 (LC 1), 22=131 (LC 1), 23=151 (LC 1), 24=142 (LC 1), 25=160 (LC 1), 26=157 (LC 1), 27=67 (LC 1), 28=68 (LC 1), 29=136 (LC 1), 30=150 (LC 1), 31=144 (LC 1), 32=155 (LC 1), 33=148 (LC 1), 34=137 (LC 1), 35=149 (LC 1), 36=146 (LC 1), 37=145 (LC 1), 38=153 (LC 1), 39=61 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-39=-55/0, 20-21=-41/0, 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, 8-10=-5/0, 10-11=-5/0, 11-12=-5/0, 12-13=-5/0, 13-14=-5/0, 14-15=-5/0, 15-16=-5/0, 16-17=-5/0, 17-18=-5/0, 18-19=-5/0, 19-20=-5/0 BOT CHORD 38-39=0/5, 37-38=0/5, 36-37=0/5, 35-36=0/5, 34-35=0/5, 33-34=0/5, 32-33=0/5, 31-32=0/5, 29-31=0/5, 28-29=0/5, 27-28=0/5, 26-27=0/5, 25-26=0/5, 24-25=0/5, 23-24=0/5, 22-23=0/5, 21-22=0/5 WEBS 2-38=-140/0, 3-37=-132/0, 4-36=-133/0, 5-35=-136/0, 6-34=-124/0, 8-32=-141/0, 10-31=-131/0, 11-30=-136/0, 12-29=-123/0, 14-27=-60/0, 16-25=-145/0, 17-24=-129/0, 18-23=-137/0, 19-22=-121/0, 7-33=-135/0, 13-28=-63/0, 15-26=-143/0 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)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)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2090 PLAN FLOOR A,B,C R89373746F12Floor Supported Gable 1 14768543 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 9.19 S 8.83 Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Thu Jul 24 13:23:48 Page: 1 ID:D03fVRRmD02lOQ4mfs4IK_yusTc-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 24,2025 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 M18AHS 3x10 FP =1.5x4 =4x6 =4x12 =M18AHS 10x18 =1.5x4 =3x4 =2x6 =2x6 =3x4 =5x10 =1.5x4 =3x6 =4x12 =1.5x4 =4x12 =4x6 =1.5x4 =1.5x4 =1.5x4 18 13 12 17 16 15 14 19 201234567891011 22 -6-0 1-6-02-6-0 0-1-8 22-6-0 10-4-8 22-4-8 12 -0-0 12 -0-0 0-1-8 1-6-0 1-6-0 0-3-10 0-3-10 Scale = 1:44.8 Plate Offsets (X, Y):[1:Edge,0-0-12], [4:0-1-8,Edge], [5:0-1-8,Edge], [12:Edge,0-1-8], [15:0-3-0,Edge], [16:0-3-0,Edge], [18:Edge,0-1-8], [19:0-1-8,0-0-12], [20:0-1-8,0-0-12] 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 0.71 Vert(LL)-0.45 14-15 >593 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(CT)-0.62 14-15 >431 360 M18AHS 145/140 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT)0.09 12 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-SH Weight: 107 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E(flat) BOT CHORD 2x4 DF 1800F 1.6E(flat) WEBS 2x4 HF No.2(flat) OTHERS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 5-5-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)12=0-3-6, 18=0-2-10 Max Grav 12=1224 (LC 1), 18=1224 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-103/0, 11-12=-103/0, 1-2=0/0, 2-3=-3749/0, 3-4=-3738/0, 4-5=-4882/0, 5-7=-5203/0, 7-8=-5217/0, 8-9=-3557/0, 9-10=-3557/0, 10-11=0/0 BOT CHORD 17-18=0/2093, 16-17=0/4882, 15-16=0/4882, 13-15=0/4882, 12-13=0/2048 WEBS 10-12=-2324/0, 2-18=-2374/0, 10-13=0/1713, 2-17=0/1852, 9-13=-249/0, 3-17=-257/0, 8-13=-1182/0, 4-17=-1403/0, 8-14=0/691, 7-14=-299/0, 4-16=-39/446, 5-15=-438/50, 5-14=-320/685 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 18. 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 CENTURY 2090 PLAN FLOOR A,B,C R89373747F13Floor1014768543Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 9.19 S 8.83 Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Thu Jul 24 13:23:48 Page: 1 ID:XIoad4Az6tii9KA71wml3lyusZ6-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 24,2025 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 M18AHS 3x10 FP =1.5x4 =3x6 =4x6 =3x10 =1.5x4 =3x4 =3x10 =3x6 =5x6 =1.5x4 =1.5x4 =5x6 =5x6 =5x6 =4x6 =6x8 =6x8 =1.5x4 20 19 18 17 16 15 14 13 12 7 8123456 9 10 11 21-3-6 1-6-0 1-8-142-0-82-6-0 1-11-2 21 -3-6 19 -4-4 19 -4-4 1-6-0 1-6-0 Scale = 1:43.1 Plate Offsets (X, Y):[1:Edge,0-0-12], [7:0-3-0,Edge], [8:0-3-0,Edge], [10:0-1-8,Edge], [12:Edge,0-1-8], [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 0.55 Vert(LL)-0.26 16-18 >900 480 M18AHS 169/162 TCDL 10.0 Lumber DOL 1.00 BC 0.64 Vert(CT)-0.35 16-18 >657 360 MT20 185/148 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT)0.05 13 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-SH Weight: 102 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E(flat) BOT CHORD 2x4 DF 1800F 1.6E(flat) WEBS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14,12-13. REACTIONS (size)12= Mechanical, 13=0-5-8, 20= Mechanical Max Uplift 12=-1321 (LC 3) Max Grav 12=-267 (LC 4), 13=2643 (LC 1), 20=931 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-20=-103/0, 11-12=-75/14, 1-2=0/0, 2-3=-2466/0, 3-4=-2466/0, 4-6=-2813/0, 6-7=-2813/0, 7-8=-1850/0, 8-9=-268/26, 9-10=0/1762, 10-11=0/0 BOT CHORD 19-20=0/1502, 18-19=0/2861, 16-18=0/1850, 15-16=0/1850, 14-15=0/1850, 13-14=-32/263, 12-13=-1762/0 WEBS 10-13=-1579/0, 9-13=-2183/0, 2-20=-1705/0, 2-19=0/1094, 3-19=-252/0, 4-19=-448/0, 10-12=0/2189, 4-18=-104/106, 6-18=-387/0, 7-16=-134/0, 7-18=0/1160, 8-15=0/185, 9-14=0/971, 8-14=-1968/0 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1321 lb uplift at joint 12. 5)This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 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 CENTURY 2090 PLAN FLOOR A,B,C R89373748F14Floor214768543Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 9.19 S 8.83 Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Thu Jul 24 13:23:49 Page: 1 ID:SSXlpMFbQbjIhHVzjr1oobyus9B-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 24,2025 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 FP =3x6 =3x10 =4x6 =3x4 =2x6 =2x6 =3x4 =4x6 =3x6 =2x6 =4x6 =1.5x4 =2x6 =3x4 =4x6 =3x4 =4x6 =3x4 =2x6 22 21 20 19 18 17 16 15 14 1 23 2 3 4 5 6 7 8 9 10 24 11 12 13 21-6-6 0-1-14 0-9-8 1-8-142-6-0 1-11-2 21-6-6 8-7-4 19 -7-4 11-0-0 11-0-0 1-6-0 1-6-0 Scale = 1:43.8 Plate Offsets (X, Y):[3:0-3-0,Edge], [4:0-3-0,Edge], [9:0-3-0,Edge], [10:0-3-0,Edge], [12:0-3-0,Edge], [13:0-3-0,Edge], [15:0-1-8,Edge], [16:0-1-8,Edge], [20:0-1-8,Edge], [21:0-1-8,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 0.23 Vert(LL)-0.04 15-16 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.24 Vert(CT)-0.12 15-16 >838 360 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT)0.01 15 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-SH Weight: 115 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) *Except* 22-1:4x6 DF No.2&BTR G BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)14= Mechanical, 15=0-5-8, 19=11-0-0, 20=11-0-0, 21=11-0-0, 22=11-0-0 Max Uplift 14=-370 (LC 3) Max Grav 14=-28 (LC 5), 15=1218 (LC 11), 19=794 (LC 11), 20=340 (LC 14), 21=463 (LC 14), 22=2863 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-22=-2672/0, 13-14=-81/9, 1-2=-66/0, 2-3=0/236, 3-4=0/236, 4-5=0/236, 5-7=0/260, 7-9=0/260, 9-10=-506/0, 10-11=-506/0, 11-12=0/582, 12-13=-1/7 BOT CHORD 21-22=0/415, 20-21=-236/0, 19-20=-96/112, 17-19=0/506, 16-17=0/506, 15-16=0/459, 14-15=-582/0 WEBS 7-19=-273/0, 12-15=-643/0, 5-19=-300/0, 2-22=-388/0, 5-20=-360/45, 2-21=-730/0, 3-21=-99/0, 4-20=-181/0, 11-15=-1155/0, 9-19=-853/0, 11-16=0/120, 9-17=-9/36, 10-16=-18/31, 12-14=0/707 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)A plate rating reduction of 20% has been applied for the green lumber members. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 370 lb uplift at joint 14. 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)CAUTION, Do not erect truss backwards. 7)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2475 lb down at 0-2-13, and 268 lb down at 2-2-12, and 222 lb down at 16-6-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 14-22=-10, 1-13=-100 Concentrated Loads (lb) Vert: 1=-2439 (F), 23=-188 (B), 24=-142 (B) Job Truss Truss Type Qty Ply CENTURY 2090 PLAN FLOOR A,B,C R89373749F15Floor Girder 1 14768543 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 9.19 S 8.83 Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Thu Jul 24 13:23:49 Page: 1 ID:dj?Kk7YLGAv9Eb_8OquVYzyus2L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 24,2025 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) =2x6 =3x4 =3x6 =3x4 =2x6 5 4 1 6 2 7 3 3-9-6 1-9-3 1-6-0 1-6-0 Scale = 1:21.3 Plate Offsets (X, Y):[3:0-3-0,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 0.08 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.14 Vert(CT)-0.03 4-5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(CT)0.00 4 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-P Weight: 21 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 3-9-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4=0-5-6, 5= Mechanical Max Grav 4=232 (LC 1), 5=242 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-91/0, 3-4=-81/0, 1-2=0/0, 2-3=0/0 BOT CHORD 4-5=0/185 WEBS 2-5=-228/0, 2-4=-228/0 NOTES 1)Refer to girder(s) for truss to truss connections. 2)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. 3)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41 lb down at 0-9-8, and 31 lb down at 2-9-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 4)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: 6=-41 (F), 7=-31 (F) Job Truss Truss Type Qty Ply CENTURY 2090 PLAN FLOOR A,B,C R89373750F16Floor Girder 1 14768543 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 9.19 S 8.83 Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Thu Jul 24 13:23:49 Page: 1 ID:kES?ZnPJ2WsBB8967K92HSyusch-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 24,2025 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 =1.5x4 12 11 10 9 8 7 13 14 1 2 3 4 5 6 6-5-12 0-1-8 6-5-12 6-4-4 6-4-4 0-1-8 1-6-0 1-6-0 0-3-10 0-3-10 Scale = 1:28.5 Plate Offsets (X, Y):[1:Edge,0-0-12], [12:Edge,0-0-12], [13:0-1-8,0-0-12], [14:0-1-8,0-0-12] 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 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 7 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-R Weight: 25 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) OTHERS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)7=6-5-12, 8=6-5-12, 9=6-5-12, 10=6-5-12, 11=6-5-12, 12=6-5-12 Max Grav 7=46 (LC 1), 8=129 (LC 1), 9=151 (LC 1), 10=144 (LC 1), 11=153 (LC 1), 12=61 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-12=-55/0, 6-7=-40/0, 1-2=-5/0, 2-3=-5/0, 3-4=-5/0, 4-5=-5/0, 5-6=-5/0 BOT CHORD 11-12=0/5, 10-11=0/5, 9-10=0/5, 8-9=0/5, 7-8=0/5 WEBS 2-11=-140/0, 3-10=-131/0, 4-9=-137/0, 5-8=-120/0 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)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)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2090 PLAN FLOOR A,B,C R89373751F17Floor Supported Gable 1 14768543 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 9.19 S 8.83 Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Thu Jul 24 13:23:50 Page: 1 ID:GbyUU3o0He0VeDBSZmFo6QyuscA-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 24,2025 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 =3x4 =1.5x4 6 5 4 1 2 3 4-9-14 1-11-62-6-0 1-11-2 4-9-14 2-10-12 2-10-12 1-6-0 1-6-0 Scale = 1:25.7 Plate Offsets (X, Y):[1:Edge,0-0-12], [2:0-1-8,Edge], [3:0-1-8,Edge], [5:0-1-8,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 0.36 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(CT)0.00 5-6 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT)0.00 4 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-P Weight: 22 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 4-9-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4= Mechanical, 5=0-5-8, 6= Mechanical Max Grav 4=96 (LC 4), 5=313 (LC 1), 6=127 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-111/0, 3-4=-89/0, 1-2=0/0, 2-3=-12/0 BOT CHORD 5-6=0/12, 4-5=0/0 WEBS 3-5=0/14, 2-5=-291/0, 2-6=-13/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2090 PLAN FLOOR A,B,C R89373752F18Floor214768543Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 9.19 S 8.83 Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Thu Jul 24 13:23:50 Page: 1 ID:fSMLRznGcLzC6YwMHBmdrCyusen-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 24,2025 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) 10 9 8 7 6 1 2 3 4 5 4-9-14 1-6-0 1-6-0 Scale = 1:13.1 Plate Offsets (X, Y):[1:Edge,0-0-12], [10: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 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 6 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-R Weight: 19 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) OTHERS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 4-9-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)6=4-9-14, 7=4-9-14, 8=4-9-14, 9=4-9-14, 10=4-9-14 Max Grav 6=34 (LC 1), 7=119 (LC 1), 8=150 (LC 1), 9=153 (LC 1), 10=61 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-10=-55/0, 5-6=-28/0, 1-2=-4/0, 2-3=-4/0, 3-4=-4/0, 4-5=-4/0 BOT CHORD 9-10=0/4, 8-9=0/4, 7-8=0/4, 6-7=0/4 WEBS 2-9=-139/0, 3-8=-136/0, 4-7=-112/0 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)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 CENTURY 2090 PLAN FLOOR A,B,C R89373753F19Floor Supported Gable 1 14768543 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 9.19 S 8.83 Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Thu Jul 24 13:23:50 Page: 1 ID:YrmQhC3levK9qr0jUSfU8Yyusd7-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 24,2025 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 4 3 1 2 1-8-6 1-5-6 1-6-0 1-6-0 Scale = 1:21.3 Plate Offsets (X, Y):[4: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 0.18 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horiz(TL)0.00 3 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-P Weight: 9 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 1-8-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3=1-8-6, 4=1-8-6 Max Uplift 3=-316 (LC 8), 4=-316 (LC 7) Max Grav 3=354 (LC 5), 4=354 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-346/321, 2-3=-79/0, 1-2=-340/340 BOT CHORD 3-4=-340/340 WEBS 1-3=-501/501 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 316 lb uplift at joint 4 and 316 lb uplift at joint 3. 4)This truss has been designed for a total drag load of 240 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-6 for 240.0 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 CENTURY 2090 PLAN FLOOR A,B,C R89373754F20Floor Supported Gable 3 14768543 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 9.19 S 8.83 Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Thu Jul 24 13:23:50 Page: 1 ID:HJIAqO_g72udyzg_2lpxQmyusMR-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 24,2025 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 =2x6 =4x5 =3x4 =1.5x4 4 3 5 1 2 2-1-0 1-7-0 0-3-0 1-6-0 1-6-0 0-3-0 Scale = 1:25.3 Plate Offsets (X, Y):[1: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 0.58 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(CT)0.00 3-4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT)0.00 3 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-P Weight: 12 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) OTHERS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 2-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4=0-3-8 Max Grav 3=165 (LC 1), 4=978 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-969/0, 2-3=-85/0, 1-2=0/0 BOT CHORD 3-4=0/88 WEBS 1-3=-113/0 NOTES 1)Refer to girder(s) for truss to truss connections. 2)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. 3)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: 3-4=-10, 1-2=-100 Concentrated Loads (lb) Vert: 1=-954 Job Truss Truss Type Qty Ply CENTURY 2090 PLAN FLOOR A,B,C R89373755F21Floor214768543Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 9.19 S 8.83 Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Thu Jul 24 13:23:50 Page: 1 ID:d7wWLyUffmioUl74L3trqryusj1-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 24,2025 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) =2x4 =4x8 =4x12 =5x8 =3x4 =3x4 =3x4 =4x12 =1.5x4 =4x12 =5x8 =2x4 12 13 14 11 15 10 16 9 17 18 8 1 2 3 4 5 6 7 15-3-8 1-4-02-6-0 1-5-14 1-5-14 Scale = 1:29.2 Plate Offsets (X, Y):[9:0-1-12,0-2-4], [11:0-3-8,0-2-8] 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 0.88 Vert(LL)-0.31 9-10 >584 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.64 Vert(CT)-0.42 9-10 >430 360 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(CT)0.04 8 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-SH Weight: 215 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF No.2 BRACING TOP CHORD Sheathed or 3-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. REACTIONS (size)8=0-5-8, 12=0-5-8 Max Horiz 12=-605 (LC 6) Max Grav 8=5519 (LC 1), 12=5119 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-12=-177/0, 7-8=-178/0, 1-2=-1043/491, 2-3=-17163/0, 3-4=-18055/0, 4-5=-16981/0, 5-6=-16981/0, 6-7=-1093/477 BOT CHORD 11-12=0/9356, 10-11=0/17163, 9-10=0/18055, 8-9=-2059/10225 WEBS 6-8=-9242/0, 2-12=-9373/0, 6-9=0/8331, 2-11=0/8471, 5-9=-32/29, 3-11=-636/227, 4-9=-1484/549, 4-10=-274/254, 3-10=-354/1265 NOTES 1)3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 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)Unbalanced floor live loads have been considered for this design. 4)This truss has been designed for a total drag load of 240 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 14-3-8 to 15-3-8 for 3670.0 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. 6)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 266 lb down at 2-0-0, 1018 lb down at 2-0-0, 266 lb down at 4-0-0, 1018 lb down at 4-0-0, 266 lb down at 6-0-0, 1018 lb down at 6-0-0, 266 lb down at 8-0-0, 1018 lb down at 8-0-0, 266 lb down at 10-0-0, 1018 lb down at 10-0-0, 266 lb down at 12-0-0, 1018 lb down at 12-0-0, and 266 lb down at 14-0-0, and 1018 lb down at 14-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 8-12=-10, 1-7=-100 Concentrated Loads (lb) Vert: 9=-1284 (F=-266, B=-1018), 13=-1284 (F=-266, B=-1018), 14=-1284 (F=-266, B=-1018), 15=-1284 (F=-266, B=-1018), 16=-1284 (F=-266, B=-1018), 17=-1284 (F=-266, B=-1018), 18=-1284 (F=-266, B=-1018) Job Truss Truss Type Qty Ply CENTURY 2090 PLAN FLOOR A,B,C R89373756FZ07Floor Girder 1 34768543 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 9.19 S 8.83 Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Thu Jul 24 13:23:50 Page: 1 ID:SMOVtGN3EV1IM7nIgcCCqRyusht-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f QUALIFIED BUILDING DESIGNER OR PROJECT ENGINEER SHALL REVIEW THE INPUT LENGTH AND PLACEMENT OF CONNECTION TO TRANSFER LATERAL FORCES TO THE SUPPORTING STRUCTURE AS STATED IN THE DRAG LOAD NOTE BELOW. July 24,2025 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 =4x6 =3x4 =4x6 =1.5x4 5 6 7 4 1 2 3 4-6-8 1-9-12 1-5-14 1-5-14 Scale = 1:21.3 Plate Offsets (X, Y):[4:0-1-12,0-2-4], [5:0-1-12,0-2-4] 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 0.05 Vert(LL)-0.03 4-5 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.43 Vert(CT)-0.04 4-5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT)0.00 4 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-P Weight: 50 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x8 DF SS WEBS 2x6 DF No.2 *Except* 5-2,4-2:2x4 HF No.2 BRACING TOP CHORD Sheathed or 4-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4= Mechanical, 5=0-3-8 Max Grav 4=2484 (LC 1), 5=1815 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-81/0, 3-4=-81/0, 1-2=0/0, 2-3=0/0 BOT CHORD 4-5=0/242 WEBS 2-5=-272/0, 2-4=-272/0 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 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)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)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 921 lb down at 1-7-8, 1002 lb down at 1-7-8, and 922 lb down at 3-7-8, and 1004 lb down at 3-7-8 on bottom chord. The design/selection of such connection device (s) is the responsibility of others. 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: 6=-1923 (F=-921, B=-1002), 7=-1926 (F=-922, B=-1004) Job Truss Truss Type Qty Ply CENTURY 2090 PLAN FLOOR A,B,C R89373757FZ10Floor Girder 1 24768543 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 9.19 S 8.83 Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Thu Jul 24 13:23:50 Page: 1 ID:FFLuIrpaVkRD7sii8NrWOJyus5t-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 24,2025 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 .