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HomeMy WebLinkAbout2448 FLOOR STAMPED ENG400 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). June 24,2025 Zhao, Xiaoming Pages or sheets covered by this seal: R88867633 thru R88867664 My license renewal date for the state of Washington is September 28, 2025. 4704827 CENTURY PLAN 2448-A,B,C 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) =1.5x4 =3x4 =3x4 =1.5x4 =1.5x4 =4x5 =4x5 =3x6 =1.5x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x4 =1.5x4 15 14 13 12 11 10 9 1 2 3 4 5 6 7 8 13-6-0 0-6-61-6-0 1-6-0 1-7-22-6-0 6-0-6 13-6-0 7-5-10 7-5-10 1-6-0 1-6-0 Scale = 1:33.2 Plate Offsets (X, Y):[1:Edge,0-0-12], [2:0-1-8,Edge], [6:0-1-8,Edge], [7:0-1-8,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 0.42 Vert(LL)-0.03 14-15 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.23 Vert(CT)-0.04 14-15 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT)0.01 9 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 55 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 10-0-0 oc bracing. REACTIONS (size)9=0-2-10, 12=0-5-8, 15= Mechanical Max Grav 9=307 (LC 7), 12=817 (LC 8), 15=404 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-15=-119/0, 8-9=-74/0, 1-2=0/0, 2-3=-536/0, 3-4=-536/0, 4-5=-13/227, 5-6=-13/227, 6-7=-310/0, 7-8=0/0 BOT CHORD 14-15=0/536, 13-14=0/536, 12-13=0/521, 11-12=0/310, 10-11=0/310, 9-10=0/310 WEBS 5-12=-290/0, 4-12=-628/0, 2-15=-605/0, 4-13=0/288, 2-14=-18/28, 3-13=-203/0, 6-12=-510/0, 7-9=-397/0, 6-11=-7/31, 7-10=0/49 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) 9. 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 PLAN 2448-A,B,C FLOOR R88867633F01Floor614704827Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 16:46:55 Page: 1 ID:SiFAt7mKR9tt1bBxLEWLGlyLvAn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 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 =3x6 =3x4 =1.5x4 =1.5x4 =3x4 =3x4 =3x6 =1.5x4 =3x6 =3x4 =1.5x4 12 11 10 9 8 1 2 3 4 5 6 7 13-7-8 1-4-81-6-02-6-0 1-6-0 1-6-0 Scale = 1:26.6 Plate Offsets (X, Y):[2:0-1-8,Edge], [10:0-1-8,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 0.85 Vert(LL)-0.27 9-10 >603 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT)-0.36 9-10 >446 360 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(CT)0.03 8 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 61 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. REACTIONS (size)8=0-2-10, 12=0-3-14 Max Grav 8=739 (LC 1), 12=739 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-12=-100/36, 7-8=-102/0, 1-2=0/0, 2-3=-1377/0, 3-4=-1377/0, 4-5=-1764/0, 5-6=-1764/0, 6-7=0/0 BOT CHORD 11-12=0/1377, 10-11=0/1377, 9-10=0/1776, 8-9=0/1155 WEBS 6-8=-1311/0, 2-12=-1547/0, 6-9=0/690, 5-9=-232/0, 4-9=-104/39, 2-11=0/224, 4-10=-614/0, 3-10=0/261 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) 8. 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 PLAN 2448-A,B,C FLOOR R88867634F04Floor214704827Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 16:46:57 Page: 1 ID:WBvPVdiFMWH__INLFwq0ooyLv4P-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 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 =3x6 =3x4 =1.5x4 =1.5x4 =3x4 =3x4 =3x6 =1.5x4 =3x6 =3x4 =1.5x4 12 11 10 9 8 1 2 3 4 5 6 7 13-10-6 0-1-9 1-7-51-6-0 2-6-0 1-6-0 1-6-0 Scale = 1:27 Plate Offsets (X, Y):[2:0-1-8,Edge], [10:0-1-8,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 0.87 Vert(LL)-0.29 9-10 >558 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(CT)-0.40 9-10 >410 360 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(CT)0.03 8 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 62 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. REACTIONS (size)8=0-5-8, 12=0-3-14 Max Grav 8=752 (LC 1), 12=752 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-12=-99/39, 7-8=-102/0, 1-2=0/0, 2-3=-1416/0, 3-4=-1417/0, 4-5=-1813/0, 5-6=-1813/0, 6-7=0/0 BOT CHORD 11-12=0/1416, 10-11=0/1416, 9-10=0/1854, 8-9=0/1181 WEBS 6-8=-1340/0, 2-12=-1591/0, 6-9=0/717, 5-9=-228/0, 4-9=-109/5, 2-11=0/235, 3-10=0/230, 4-10=-628/0 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY PLAN 2448-A,B,C FLOOR R88867635F05Floor114704827Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 16:46:57 Page: 1 ID:WH07ntXvLPsL8laQEC2zZ8yLv3L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 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 =3x6 =3x4 =1.5x4 =1.5x4 =3x4 =3x4 =3x6 =1.5x4 =3x4 =3x4 =1.5x4 12 11 10 9 8 1 2 3 4 5 6 7 13-4-14 1-1-131-6-12-6-0 1-6-0 1-6-0 Scale = 1:26.3 Plate Offsets (X, Y):[2:0-1-8,Edge], [10:0-1-8,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 0.85 Vert(LL)-0.25 9-10 >646 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(CT)-0.33 9-10 >482 360 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(CT)0.03 8 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 60 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. REACTIONS (size)8= Mechanical, 12=0-3-14 Max Grav 8=727 (LC 1), 12=727 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-12=-101/33, 7-8=-102/0, 1-2=0/0, 2-3=-1342/0, 3-4=-1342/0, 4-5=-1718/0, 5-6=-1718/0, 6-7=0/0 BOT CHORD 11-12=0/1342, 10-11=0/1342, 9-10=0/1704, 8-9=0/1132 WEBS 6-8=-1285/0, 2-12=-1507/0, 6-9=0/665, 5-9=-235/0, 4-9=-99/70, 2-11=0/214, 4-10=-610/0, 3-10=0/299 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 PLAN 2448-A,B,C FLOOR R88867636F06Floor1114704827Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 16:46:57 Page: 1 ID:7d8Go59qbBFij7vr0AZ4uoyLv9?-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 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 =3x4 =3x4 =3x4 =3x4 =3x4 =1.5x4 22 21 20 19 18 17 16 15 14 13 12 1 2 3 4 5 6 7 8 9 10 11 13-4-14 1-6-0 1-6-0 Scale = 1:26.3 Plate Offsets (X, Y):[11:0-3-0,Edge], [22: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 0.33 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.06 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horiz(TL)0.00 12 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-R Weight: 61 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)12=13-4-14, 13=13-4-14, 14=13-4-14, 15=13-4-14, 16=13-4-14, 17=13-4-14, 18=13-4-14, 19=13-4-14, 20=13-4-14, 21=13-4-14, 22=13-4-14 Max Grav 12=601 (LC 1), 13=1543 (LC 1), 14=1379 (LC 1), 15=1412 (LC 1), 16=1406 (LC 1), 17=1407 (LC 1), 18=1406 (LC 1), 19=1409 (LC 1), 20=1394 (LC 1), 21=1488 (LC 1), 22=567 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-22=-553/0, 11-12=-588/0, 1-2=-28/0, 2-3=-28/0, 3-4=-28/0, 4-5=-28/0, 5-6=-28/0, 6-7=-28/0, 7-8=-28/0, 8-9=-28/0, 9-10=-28/0, 10-11=-28/0 BOT CHORD 21-22=0/28, 20-21=0/28, 19-20=0/28, 18-19=0/28, 17-18=0/28, 16-17=0/28, 15-16=0/28, 14-15=0/28, 13-14=0/28, 12-13=0/28 WEBS 2-21=-1484/0, 3-20=-1379/0, 4-19=-1396/0, 5-18=-1393/0, 6-17=-1394/0, 7-16=-1392/0, 8-15=-1399/0, 9-14=-1364/0, 10-13=-1537/0 NOTES 1)All plates are 2x6 (||) 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 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 12-22=-10, 1-11=-1045 Job Truss Truss Type Qty Ply CENTURY PLAN 2448-A,B,C FLOOR R88867637F07Floor Supported Gable 1 14704827 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 16:46:57 Page: 1 ID:bALnrVBmLc4V1KTN3E6FNxyLv7f-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 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 =2x6 =3x4 =2x6 =3x4 =2x6 =3x4 =2x6 =2x4 =2x6 =1.5x4 =2x6 12 11 10 9 8 7 1 2 3 4 5 6 5-9-8 1-6-0 1-6-0 Scale = 1:22.3 Plate Offsets (X, Y):[6:0-3-0,Edge], [12: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 0.31 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.05 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horiz(TL)0.00 7 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-R Weight: 28 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 5-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)7=5-9-8, 8=5-9-8, 9=5-9-8, 10=5-9-8, 11=5-9-8, 12=5-9-8 Max Grav 7=56 (LC 1), 8=1001 (LC 1), 9=1487 (LC 1), 10=1375 (LC 1), 11=1504 (LC 1), 12=556 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-12=-547/0, 6-7=-30/0, 1-2=-19/0, 2-3=-19/0, 3-4=-19/0, 4-5=-19/0, 5-6=-19/0 BOT CHORD 11-12=0/19, 10-11=0/19, 9-10=0/19, 8-9=0/19, 7-8=0/19 WEBS 2-11=-1494/0, 3-10=-1362/0, 4-9=-1472/0, 5-8=-1017/0 NOTES 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)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: 7-12=-10, 1-6=-1045 Job Truss Truss Type Qty Ply CENTURY PLAN 2448-A,B,C FLOOR R88867638F09Floor Supported Gable 1 14704827 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 16:46:57 Page: 1 ID:K?dYwclhzFKB?9rA7qwV68yLv5e-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 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 =1.5x4 =3x4 =3x4 =3x4 =3x4 =3x4 =3x4 =3x4 =3x4 =4x5 =6x8 =3x4 =2x4 =3x6 =3x4 =2x4 =3x4 =3x4 =4x6 =5x8 =7x10 =7x8 =5x8 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 23-0-14 1-0-6 1-8-124-10-2 1-10 -4 23-0-14 21 -2-10 21 -2-10 1-6-0 1-6-0 Scale = 1:45.3 Plate Offsets (X, Y):[18:0-3-0,Edge], [19:0-3-0,Edge], [20:0-3-0,Edge], [21:Edge,0-1-8], [22:0-1-8,Edge], [39: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 0.64 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.22 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.51 Horiz(TL)0.00 22 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 120 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E(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 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22. REACTIONS (size)22=21-2-10, 23=21-2-10, 24=21-2-10, 25=21-2-10, 26=21-2-10, 27=21-2-10, 28=21-2-10, 29=21-2-10, 30=21-2-10, 31=21-2-10, 32=21-2-10, 33=21-2-10, 34=21-2-10, 35=21-2-10, 36=21-2-10, 37=21-2-10, 38=21-2-10, 39=21-2-10 Max Uplift 23=-1925 (LC 4) Max Grav 22=5220 (LC 1), 23=803 (LC 3), 24=1401 (LC 3), 25=1475 (LC 1), 26=1167 (LC 3), 27=643 (LC 1), 28=906 (LC 3), 29=1470 (LC 3), 30=1396 (LC 1), 31=1409 (LC 3), 32=1406 (LC 1), 33=1407 (LC 3), 34=1407 (LC 1), 35=1406 (LC 1), 36=1410 (LC 1), 37=1387 (LC 1), 38=1527 (LC 1), 39=533 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-39=-528/0, 20-21=-1232/0, 1-2=0/0, 2-3=0/0, 3-4=0/0, 4-5=0/0, 5-6=0/0, 6-7=0/0, 7-8=0/0, 8-9=0/0, 9-12=0/0, 12-13=0/0, 13-14=0/0, 14-15=0/0, 15-16=0/0, 16-17=0/0, 17-18=0/0, 18-19=0/1734, 19-20=0/0 BOT CHORD 38-39=0/0, 37-38=0/0, 36-37=0/0, 35-36=0/0, 34-35=0/0, 33-34=0/0, 32-33=0/0, 31-32=0/0, 29-31=0/0, 28-29=0/0, 27-28=0/0, 26-27=0/0, 25-26=0/0, 24-25=0/0, 23-24=0/0, 22-23=0/0, 21-22=-1734/0 WEBS 19-22=-3217/0, 2-38=-1513/0, 3-37=-1374/0, 4-36=-1397/0, 5-35=-1393/0, 6-34=-1393/0, 7-33=-1393/0, 8-32=-1393/0, 9-31=-1395/0, 11-30=-1382/0, 12-29=-1457/0, 13-28=-895/0, 15-26=-1155/0, 16-25=-1463/0, 17-24=-1386/0, 18-23=-799/1904, 19-21=0/2124, 18-22=-2622/0, 14-27=-640/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 2x6 (||) MT20 unless otherwise indicated. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1925 lb uplift at joint 23. 6)Non Standard bearing condition. Review required. 7)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. 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: 21-39=-10, 1-20=-1045 Concentrated Loads (lb) Vert: 20=-462 Job Truss Truss Type Qty Ply CENTURY PLAN 2448-A,B,C FLOOR R88867639F10Floor Supported Gable 1 14704827 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 16:46:58 Page: 1 ID:XJ?XNa8OmAesefJMDtr?hHyLuwp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 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 =4x8 =4x12 =1.5x4 =3x6 =3x4 =1.5x4 =1.5x4 =3x4 =3x6 =4x12 =1.5x4 =4x12 =3x6 =4x5 =4x5 =1.5x4 20 19 18 17 16 15 14 13 1 2 3 4 5 6 7 8 9 10 11 12 23 -0-14 1-6-01-3-10 1-10-122-6-0 0-2-12 21-2-10 1-10 -4 23-0-14 20 -11-14 20 -11-14 1-6-0 1-6-0 Scale = 1:48.7 Plate Offsets (X, Y):[1:Edge,0-0-12], [11:0-1-8,Edge], [13:Edge,0-1-8], [14:0-1-8,Edge], [17:0-1-8,Edge], [18:0-1-8,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 0.71 Vert(LL)-0.38 15-17 >655 480 M18AHS 169/162 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT)-0.52 15-17 >479 360 MT20 185/148 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(CT)0.09 14 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 100 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 6-0-0 oc bracing. REACTIONS (size)14=0-5-8, 20=0-2-10 Max Grav 14=1891 (LC 1), 20=1136 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-20=-103/0, 12-13=-545/0, 1-2=0/0, 2-3=-3228/0, 3-4=-3228/0, 4-5=-4248/0, 5-6=-4248/0, 6-8=-4248/0, 8-9=-3113/0, 9-10=-3113/0, 10-11=0/800, 11-12=0/0 BOT CHORD 19-20=0/1881, 18-19=0/4004, 17-18=0/4248, 15-17=0/3948, 14-15=-230/1712, 13-14=-800/0 WEBS 11-14=-796/0, 11-13=0/968, 10-14=-2213/0, 2-20=-2135/0, 10-15=0/1679, 2-19=0/1529, 9-15=-251/0, 3-19=-260/0, 8-15=-1032/0, 4-19=-880/0, 8-17=-88/813, 4-18=-209/659, 5-18=-350/83, 6-17=-270/0 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) 20. 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 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 13-20=-10, 1-12=-100 Concentrated Loads (lb) Vert: 12=-462 Job Truss Truss Type Qty Ply CENTURY PLAN 2448-A,B,C FLOOR R88867640F11Floor514704827Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 16:46:58 Page: 1 ID:oQc20Dlp9eqpWOlVA?ppCkyLuzu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 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 =4x8 =4x12 =1.5x4 =3x6 =3x4 =1.5x4 =1.5x4 =3x6 =3x6 =4x12 =1.5x4 =4x12 =3x6 =4x5 =4x5 =1.5x4 20 19 18 17 16 15 14 13 1 2 3 4 5 6 7 8 9 10 11 12 23 -3-12 1-6-01-6-8 1-10-122-6-0 0-2-12 21-5-8 1-10-4 23-3-12 21-2-12 21-2-12 1-6-0 1-6-0 Scale = 1:49.3 Plate Offsets (X, Y):[1:Edge,0-0-12], [11:0-1-8,Edge], [13:Edge,0-1-8], [14:0-1-8,Edge], [17:0-1-8,Edge], [18:0-1-8,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 0.67 Vert(LL)-0.39 15-17 >650 480 M18AHS 169/162 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT)-0.53 15-17 >477 360 MT20 185/148 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(CT)0.09 14 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 101 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 6-0-0 oc bracing. REACTIONS (size)14=0-5-8, 20=0-5-8 Max Grav 14=1903 (LC 1), 20=1149 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-20=-103/0, 12-13=-545/0, 1-2=0/0, 2-3=-3279/0, 3-4=-3279/0, 4-5=-4352/0, 5-6=-4352/0, 6-8=-4352/0, 8-9=-3161/0, 9-10=-3161/0, 10-11=0/800, 11-12=0/0 BOT CHORD 19-20=0/1907, 18-19=0/4077, 17-18=0/4352, 15-17=0/4021, 14-15=-225/1736, 13-14=-800/0 WEBS 11-14=-796/0, 11-13=0/968, 10-14=-2239/0, 2-20=-2164/0, 10-15=0/1706, 2-19=0/1557, 9-15=-252/0, 3-19=-258/0, 8-15=-1059/0, 4-19=-906/0, 8-17=-73/845, 4-18=-203/677, 5-18=-323/63, 6-17=-279/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION, Do not erect truss backwards. 5)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 462 lb down at 23-3-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 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: 13-20=-10, 1-12=-100 Concentrated Loads (lb) Vert: 12=-462 (F) Job Truss Truss Type Qty Ply CENTURY PLAN 2448-A,B,C FLOOR R88867641F12Floor214704827Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 16:46:58 Page: 1 ID:GvmHTa57oLYVbndpm3fJM1yLumX-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 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 =3x6 =6x8 =1.5x4 =3x6 =2x6 6 5 4 1 7 2 3 5-3-10 2-5-9 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 0.38 Vert(LL)-0.02 5 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.33 Vert(CT)-0.02 5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(CT)0.01 4 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-P Weight: 29 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 5-3-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4=0-3-10, 6=0-5-8 Max Grav 4=857 (LC 1), 6=735 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-144/0, 3-4=-265/0, 1-2=0/0, 2-3=0/0 BOT CHORD 5-6=0/1140, 4-5=0/1140 WEBS 2-6=-1279/0, 2-4=-1279/0, 2-5=0/26 NOTES 1)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: 4-6=-10, 1-2=-100, 2-3=-268 Concentrated Loads (lb) Vert: 7=-587 Job Truss Truss Type Qty Ply CENTURY PLAN 2448-A,B,C FLOOR R88867642F13Floor114704827Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 16:46:59 Page: 1 ID:tmq_yswDTQRDaq5eYZLURgyLukB-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 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=3x6 =4x8 =4x12 =3x4 =3x4 =3x4 =3x6 =4x12 =4x12 =4x8 =3x4 =3x4 =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 26-0-12 1-6-0 1-6-01-3-10 1-6-13 1-6-132-6-0 5-0-14 26-0-12 20-11-14 20-11-14 1-6-0 1-6-0 Scale = 1:45.8 Plate Offsets (X, Y):[1:Edge,0-0-12], [12:0-1-8,Edge], [13:0-1-8,Edge], [21:0-1-8,Edge], [22:0-1-8,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 0.85 Vert(LL)-0.34 21 >748 480 M18AHS 145/140 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(CT)-0.47 19-21 >531 360 MT20 185/148 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT)0.09 18 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 108 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E(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)15=0-3-10, 18=0-5-8, 24=0-2-10 Max Uplift 15=-253 (LC 3) Max Grav 15=183 (LC 4), 18=1838 (LC 9), 24=1077 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-24=-104/0, 14-15=-158/0, 1-2=0/0, 2-3=-3011/0, 3-4=-3011/0, 4-5=-3820/0, 5-6=-3820/0, 6-8=-3820/0, 8-9=-2435/0, 9-10=-2435/0, 10-11=0/1254, 11-12=0/1254, 12-13=-76/531, 13-14=0/0 BOT CHORD 23-24=0/1772, 22-23=0/3669, 21-22=0/3820, 19-21=0/3379, 18-19=0/922, 17-18=-531/76, 16-17=-531/76, 15-16=-531/76 WEBS 11-18=-125/0, 10-18=-2324/0, 2-24=-2011/0, 10-19=0/1739, 2-23=0/1406, 9-19=-249/0, 3-23=-258/0, 8-19=-1091/0, 4-23=-747/0, 8-21=0/773, 4-22=-178/547, 5-22=-303/77, 6-21=-267/0, 12-18=-1065/0, 13-15=-98/684, 12-17=0/244, 13-16=-211/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x4 (||) MT20 unless otherwise indicated. 4)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 24. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 253 lb uplift at joint 15. 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 PLAN 2448-A,B,C FLOOR R88867643F14Floor314704827Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 16:46:59 Page: 1 ID:ZgWn7nZ0bvMWB5bVhHF488yLufU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 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=3x6 =4x8 =4x12 =3x4 =3x4 =3x4 =3x6 =4x12 =4x12 =4x8 =3x4 =3x4 =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 26-3-10 1-6-0 1-6-01-6-131-6-8 1-6-132-6-0 5-0-14 26 -3-10 21-2-12 21-2-12 1-6-0 1-6-0 Scale = 1:46.2 Plate Offsets (X, Y):[1:Edge,0-0-12], [12:0-1-8,Edge], [13:0-1-8,Edge], [21:0-1-8,Edge], [22:0-1-8,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 0.86 Vert(LL)-0.35 21-22 >734 480 M18AHS 145/140 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(CT)-0.48 19-21 >532 360 MT20 185/148 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT)0.09 18 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 109 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E(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 2-2-0 oc bracing. REACTIONS (size)15=0-3-10, 18=0-5-8, 24=0-5-8 Max Uplift 15=-260 (LC 3) Max Grav 15=182 (LC 4), 18=1858 (LC 9), 24=1089 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-24=-104/0, 14-15=-160/0, 1-2=0/0, 2-3=-3058/0, 3-4=-3058/0, 4-5=-3908/0, 5-6=-3908/0, 6-8=-3908/0, 8-9=-2461/0, 9-10=-2461/0, 10-11=0/1279, 11-12=0/1279, 12-13=-73/543, 13-14=0/0 BOT CHORD 23-24=0/1796, 22-23=0/3738, 21-22=0/3908, 19-21=0/3431, 18-19=0/923, 17-18=-543/73, 16-17=-543/73, 15-16=-543/73 WEBS 11-18=-123/0, 12-18=-1081/0, 13-15=-94/700, 12-17=0/248, 13-16=-215/0, 10-18=-2353/0, 2-24=-2038/0, 10-19=0/1768, 2-23=0/1432, 9-19=-250/0, 3-23=-256/0, 8-19=-1120/0, 4-23=-772/0, 8-21=0/809, 4-22=-174/559, 5-22=-279/61, 6-21=-279/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x4 (||) MT20 unless otherwise indicated. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 260 lb uplift at joint 15. 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 PLAN 2448-A,B,C FLOOR R88867644F15Floor114704827Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 16:46:59 Page: 1 ID:HUpYCu7xCYdCAvyIkt3KsLyLudT-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 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 =4x8 =4x12 =1.5x4 =3x4 =3x6 =1.5x4 =3x4 =5x10 =3x6 =6x8 =1.5x4 =1.5x4 =6x8 =3x6 =4x12 =3x4 =1.5x4 =1.5x4 =3x4 =3x4 =1.5x4 25 24 23 22 21 20 19 18 17 16 15 9 1012345678 11 12 13 14 26-3-10 1-6-0 1-6-01-5-0 1-6-13 1-6-132-6-0 5-0-14 26 -3-10 21-2-12 21-2-12 1-6-0 1-6-0 Scale = 1:46.2 Plate Offsets (X, Y):[1:Edge,0-0-12], [9:0-3-0,Edge], [10:0-1-8,Edge], [12:0-1-8,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 0.80 Vert(LL)-0.38 23 >665 480 M18AHS 169/162 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(CT)-0.53 21-23 >477 360 MT20 185/148 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT)0.08 18 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 123 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 6-0-0 oc bracing. REACTIONS (size)15=0-3-10, 18=0-5-8, 25=0-5-8 Max Uplift 15=-222 (LC 3) Max Grav 15=193 (LC 4), 18=1812 (LC 9), 25=1098 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-25=-103/0, 14-15=-139/0, 1-2=0/0, 2-3=-3090/0, 3-4=-3090/0, 4-5=-4024/0, 5-7=-4024/0, 7-8=-2904/0, 8-9=-2891/0, 9-10=-1588/0, 10-11=0/1226, 11-12=0/1227, 12-13=-95/466, 13-14=0/0 BOT CHORD 24-25=0/1815, 23-24=0/3797, 21-23=0/3685, 20-21=0/1588, 19-20=0/1588, 18-19=0/1588, 17-18=-466/95, 16-17=-466/95, 15-16=-466/95 WEBS 11-18=-124/209, 12-18=-1110/0, 13-15=-123/600, 12-17=0/271, 13-16=-206/0, 2-25=-2060/0, 2-24=0/1447, 3-24=-246/0, 4-24=-803/0, 4-23=0/258, 5-23=-260/0, 7-23=0/416, 7-21=-915/0, 8-21=-580/0, 9-20=-256/0, 9-21=0/1793, 10-19=0/241, 10-18=-3004/0 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 capable of withstanding 222 lb uplift at joint 15. 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 PLAN 2448-A,B,C FLOOR R88867645F15AFloor114704827Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 16:46:59 Page: 1 ID:PPwJ69fbayCMV8O70LmUujyLuWK-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 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 =6x8 =6x8 =6x8 =6x8 =3x6 22 21 20 19 18 17 16 15 14 13 12 1 2 3 4 5 6 7 8 9 10 11 13-2-8 1-0-41-1-12 10-9-8 1-6-0 1-6-0 Scale = 1:27.6 Plate Offsets (X, Y):[1:Edge,0-1-8], [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 0.33 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.24 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horiz(TL)-0.01 17 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 51 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 6-0-0 oc bracing. REACTIONS (size)12=13-2-8, 13=13-2-8, 14=13-2-8, 15=13-2-8, 16=13-2-8, 17=13-2-8, 18=13-2-8, 19=13-2-8, 20=13-2-8, 21=13-2-8, 22=13-2-8 Max Uplift 12=-1833 (LC 8), 13=-1811 (LC 7), 21=-1703 (LC 8), 22=-1725 (LC 7) Max Grav 12=1852 (LC 5), 13=1879 (LC 6), 14=146 (LC 1), 15=147 (LC 1), 16=147 (LC 1), 17=147 (LC 1), 18=146 (LC 1), 19=148 (LC 1), 20=143 (LC 1), 21=1775 (LC 5), 22=1747 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-22=-1742/1728, 11-12=-1848/1835, 1-2=-1573/1574, 2-3=-1298/1268, 3-4=-978/980, 4-5=-658/660, 5-6=-338/340, 6-7=-301/302, 7-8=-621/622, 8-9=-941/942, 9-10=-1261/1230, 10-11=-1508/1509 BOT CHORD 21-22=-305/305, 20-21=-1300/1298, 19-20=-980/978, 18-19=-660/658, 17-18=-340/338, 16-17=-302/301, 15-16=-622/621, 14-15=-942/941, 13-14=-1262/1261, 12-13=-275/275 WEBS 2-21=-146/0, 3-20=-130/0, 4-19=-134/0, 5-18=-133/0, 6-17=-133/0, 7-16=-133/0, 8-15=-134/0, 9-14=-133/0, 10-13=-138/0, 1-21=-2364/2362, 11-13=-2401/2399 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 (||) MT20 unless otherwise indicated. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1725 lb uplift at joint 22, 1833 lb uplift at joint 12, 1703 lb uplift at joint 21 and 1811 lb uplift at joint 13. 7)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 13-2-8 for 240.0 plf. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY PLAN 2448-A,B,C FLOOR R88867646F16Floor Supported Gable 1 14704827 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 16:47:00 Page: 1 ID:cCHJRrj64PYRoKF2aa_fINyLuga-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 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 3-11-8 1-10-4 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 0.19 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.22 Vert(CT)-0.04 4-5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(CT)0.00 4 n/a n/a BCDL 5.0 Code IRC2021/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 3-11-8 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 Max Grav 4=428 (LC 1), 5=422 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-149/0, 3-4=-154/0, 1-2=0/0, 2-3=0/0 BOT CHORD 4-5=0/372 WEBS 2-5=-451/0, 2-4=-451/0 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) 214 lb down at 1-0-0, and 215 lb down at 3-0-0 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=-214 (F), 7=-215 (F) Job Truss Truss Type Qty Ply CENTURY PLAN 2448-A,B,C FLOOR R88867647F17Floor Girder 1 14704827 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 16:47:00 Page: 1 ID:1TKjpVKAoz?cTejDm1JT6EyLuZK-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 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) =5x6 =5x6 =3x4 =4x5 =5x6 =5x6 16 15 14 13 12 11 10 9 1 2 3 4 5 6 7 8 7-5-8 0-7-41-6-01-1-12 1-7-12 2-0-12 1-6-0 1-6-0 Scale = 1:27.1 Plate Offsets (X, Y):[1:Edge,0-0-12], [2:0-1-8,Edge], [9:Edge,0-1-8], [16: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 0.14 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.19 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horiz(TL)0.00 12 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-P Weight: 33 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 6-0-0 oc bracing. REACTIONS (size)9=7-5-8, 10=7-5-8, 11=7-5-8, 12=7-5-8, 13=7-5-8, 14=7-5-8, 15=7-5-8, 16=7-5-8 Max Uplift 9=-1276 (LC 8), 10=-1255 (LC 7), 11=-3 (LC 7), 14=-14 (LC 8), 15=-1126 (LC 8), 16=-1146 (LC 7) Max Grav 9=1296 (LC 5), 10=1304 (LC 6), 11=100 (LC 1), 12=138 (LC 1), 13=142 (LC 1), 14=57 (LC 3), 15=1192 (LC 5), 16=1176 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-16=-49/0, 8-9=-23/10, 1-2=-274/305, 2-3=-772/734, 3-4=-452/446, 4-5=-377/371, 5-6=-196/190, 6-7=-516/510, 7-8=-175/175 BOT CHORD 15-16=-1040/1046, 14-15=-766/772, 13-14=-438/444, 12-13=-371/377, 11-12=-190/196, 10-11=-510/516, 9-10=-667/673 WEBS 2-15=-1177/1135, 3-14=-53/16, 6-11=-91/8, 7-10=-1291/1262, 4-13=-129/0, 5-12=-126/0, 2-16=-1586/1578, 7-9=-1474/1462 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 (||) MT20 unless otherwise indicated. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1126 lb uplift at joint 15, 14 lb uplift at joint 14, 3 lb uplift at joint 11, 1255 lb uplift at joint 10, 1146 lb uplift at joint 16 and 1276 lb uplift at joint 9. 7)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 7-5-8 for 240.0 plf. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY PLAN 2448-A,B,C FLOOR R88867648F18Floor Supported Gable 1 14704827 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 16:47:00 Page: 1 ID:WH2fRjamYc_?JT50I9fdnyyLuXj-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 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 =1.5x4 =3x4 =3x6 =1.5x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x4 =1.5x4 16 15 14 13 12 11 10 9 1 2 3 4 5 6 7 8 12 -3-10 1-6-0 1-6-01-1-8 1-6-8 1-6-132-6-0 1-3-12 1-3-12 5-0-14 12-3-10 5-11-0 7-2-12 1-6-0 1-6-0 Scale = 1:33.2 Plate Offsets (X, Y):[1:Edge,0-0-12], [2:0-1-8,Edge], [3:0-1-8,Edge], [4:0-1-8,Edge], [6:0-1-8,Edge], [7:0-1-8,Edge], [15:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.28 Vert(LL)-0.02 12-13 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.18 Vert(CT)-0.02 12-13 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT)0.01 9 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 53 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 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. REACTIONS (size)9=0-3-10, 12=0-5-8, 15=0-3-8, 16= Mechanical Max Grav 9=267 (LC 5), 12=675 (LC 12), 15=405 (LC 11), 16=274 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-16=-57/0, 8-9=-76/0, 1-2=0/0, 2-3=-190/31, 3-4=-437/0, 4-5=-28/115, 5-6=-28/115, 6-7=-228/0, 7-8=0/0 BOT CHORD 15-16=-31/190, 14-15=0/437, 13-14=0/437, 12-13=0/437, 11-12=0/228, 10-11=0/228, 9-10=0/228 WEBS 2-15=-195/132, 5-12=-237/0, 2-16=-282/46, 4-12=-479/0, 3-15=-328/0, 3-14=0/44, 4-13=-2/20, 6-12=-317/0, 7-9=-294/0, 6-11=0/45, 7-10=-15/9 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 PLAN 2448-A,B,C FLOOR R88867649F19Floor214704827Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 16:47:00 Page: 1 ID:r4d8xx_bOMUa6Kar78pvzKyLuZm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 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 =3x6 =6x8 =3x10 =2x6 =1.5x4 =5x6 =3x6 =2x6 =6x8 =3x6 =2x6 12 11 10 9 8 1 2 3 4 5 6 13 7 14-11-8 1-10-02-6-0 1-6-0 1-6-0 Scale = 1:28.7 Plate Offsets (X, Y):[7:0-3-0,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 0.42 Vert(LL)-0.11 9-10 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(CT)-0.15 9-10 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(CT)0.05 8 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 77 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 10-0-0 oc bracing. REACTIONS (size)8=0-3-8, 12= Mechanical Max Grav 8=1110 (LC 1), 12=850 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-12=-108/0, 7-8=-211/0, 1-2=0/0, 2-3=-2253/0, 3-4=-2253/0, 4-5=-2373/0, 5-6=-2373/0, 6-7=0/0 BOT CHORD 11-12=0/1406, 10-11=0/2489, 9-10=0/2489, 8-9=0/1712 WEBS 6-8=-1924/0, 2-12=-1580/0, 6-9=0/743, 2-11=0/952, 5-9=-225/0, 3-11=-219/0, 4-9=-130/0, 4-10=-7/0, 4-11=-284/0 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) 328 lb down at 13-4-4 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: 8-12=-10, 1-7=-100 Concentrated Loads (lb) Vert: 13=-328 (F) Job Truss Truss Type Qty Ply CENTURY PLAN 2448-A,B,C FLOOR R88867650F20Floor Girder 1 14704827 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 16:47:01 Page: 1 ID:vrpp8F7BJx0HbeZWWvxZhyyLuT7-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 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 =3x10 =4x6 =3x10 =3x4 =3x4 =3x6 =3x4 =3x4 =3x4 26 25 24 23 22 21 20 19 18 17 16 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25-9-10 0-6-8 1-6-01-9-0 1-6-13 1-6-132-6-0 5-0-14 25-9-10 5-11-0 20-8-12 14 -9-12 14 -9-12 1-6-0 1-6-0 Scale = 1:45.4 Plate Offsets (X, Y):[1:Edge,0-0-12], [4:0-1-8,Edge], [9:0-1-8,Edge], [10:0-1-8,Edge], [12:0-1-8,Edge], [13:0-1-8,Edge], [25:0-1-8,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 0.67 Vert(LL)-0.14 23-24 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.56 Vert(CT)-0.20 25-26 >905 360 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT)0.03 21 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 104 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 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-21,19-20,18-19. REACTIONS (size)15=0-3-10, 18=0-5-8, 21=0-3-8, 26= Mechanical Max Grav 15=262 (LC 4), 18=550 (LC 4), 21=1504 (LC 16), 26=710 (LC 14) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-26=-102/0, 14-15=-81/0, 1-2=0/0, 2-3=-1652/0, 3-4=-1652/0, 4-5=-1319/0, 5-6=-1319/0, 6-8=0/1242, 8-9=0/1242, 9-10=-196/535, 10-11=0/159, 11-12=0/159, 12-13=-216/0, 13-14=0/0 BOT CHORD 25-26=0/1095, 24-25=0/1652, 23-24=0/1652, 21-23=0/379, 20-21=-535/196, 19-20=-535/196, 18-19=-535/196, 17-18=0/216, 16-17=0/216, 15-16=0/216 WEBS 8-21=-259/0, 11-18=-260/0, 6-21=-1639/0, 2-26=-1243/0, 6-23=0/1099, 2-25=0/632, 5-23=-296/0, 3-25=-229/0, 4-23=-482/0, 4-24=-65/49, 10-18=-226/501, 9-21=-1018/0, 9-20=0/200, 10-19=-178/0, 12-18=-351/0, 13-15=-278/0, 12-17=0/48, 13-16=-24/3 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 (||) MT20 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)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY PLAN 2448-A,B,C FLOOR R88867651F21Floor214704827Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 16:47:01 Page: 1 ID:1QCQ8y6?EqEnp5G5mPuZU1yLuRs-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 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 =3x6 =3x4 =3x4 =3x10 =4x6 =4x6 =3x4 =3x4 =3x6 =3x4 =3x4 =3x4 26 25 24 23 22 21 20 19 18 17 16 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25-9-10 1-6-01-6-01-9-0 1-6-8 1-6-13 1-6-132-6-0 5-0-14 25-9-10 5-11-0 20-8-12 14 -9-12 14 -9-12 1-6-0 1-6-0 Scale = 1:45.4 Plate Offsets (X, Y):[1:Edge,0-0-12], [4:0-1-8,Edge], [9:0-1-8,Edge], [10:0-1-8,Edge], [12:0-1-8,Edge], [13:0-1-8,Edge], [25:0-1-8,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)-0.19 23-24 >938 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(CT)-0.24 23-24 >752 360 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT)0.03 21 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 103 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)15=0-3-10, 18=0-5-8, 21=0-3-8, 26= Mechanical Max Uplift 15=-32 (LC 3) Max Grav 15=229 (LC 4), 18=661 (LC 4), 21=1281 (LC 13), 26=751 (LC 14) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-26=-105/0, 14-15=-98/0, 1-2=0/0, 2-3=-1831/0, 3-4=-1831/0, 4-5=-1613/0, 5-6=-1613/0, 6-8=0/784, 8-9=0/784, 9-10=-213/488, 10-11=0/412, 11-12=0/412, 12-13=-156/132, 13-14=0/0 BOT CHORD 25-26=0/1172, 24-25=0/1831, 23-24=0/1831, 21-23=0/743, 20-21=-488/213, 19-20=-488/213, 18-19=-488/213, 17-18=-132/156, 16-17=-132/156, 15-16=-132/156 WEBS 8-21=-184/0, 11-18=-240/0, 6-21=-1568/0, 2-26=-1330/0, 6-23=0/1021, 2-25=0/747, 5-23=-309/0, 3-25=-263/0, 4-23=-417/0, 4-24=-96/35, 10-18=-380/206, 10-19=-83/0, 12-18=-513/0, 13-15=-201/170, 12-17=0/105, 13-16=-80/0, 9-20=0/131, 9-21=-601/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 (||) MT20 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 32 lb uplift at joint 15. 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 PLAN 2448-A,B,C FLOOR R88867652F21AFloor114704827Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 16:47:01 Page: 1 ID:tZMOexS3n7YPTlWBZSspokyLuOr-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 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 =1.5x4 =3x4 =3x6 =3x4 =1.5x4 =1.5x4 =3x4 =1.5x4 =3x10 =4x6 =4x6 =1.5x4 =3x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x4 =1.5x4 21 20 19 18 17 16 15 14 13 1 2 3 4 5 6 7 8 9 10 11 12 22-7-14 1-6-00-10-141-9-02-6-0 7-10 -2 22-7-14 14 -9-12 14 -9-12 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], [15:0-1-8,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 0.55 Vert(LL)-0.17 18-19 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(CT)-0.21 18-19 >835 360 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT)0.03 16 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 89 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)13= Mechanical, 16=0-3-8, 21= Mechanical Max Uplift 13=-30 (LC 3) Max Grav 13=377 (LC 4), 16=1483 (LC 9), 21=743 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-21=-104/0, 12-13=-134/0, 1-2=0/0, 2-3=-1797/0, 3-4=-1797/0, 4-5=-1559/0, 5-7=-1559/0, 7-8=0/972, 8-9=0/972, 9-10=-470/194, 10-11=-470/194, 11-12=0/0 BOT CHORD 20-21=0/1158, 19-20=0/1797, 18-19=0/1797, 16-18=0/670, 15-16=-403/376, 14-15=-194/470, 13-14=-194/470 WEBS 8-16=-286/0, 7-16=-1576/0, 2-21=-1314/0, 7-18=0/1066, 2-20=0/725, 5-18=-308/0, 3-20=-257/0, 4-18=-467/0, 4-19=-85/46, 9-16=-946/0, 11-13=-530/219, 9-15=0/498, 10-15=-295/0, 11-14=-72/0 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 30 lb uplift at joint 13. 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 PLAN 2448-A,B,C FLOOR R88867653F22Floor614704827Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 16:47:01 Page: 1 ID:jeXxZEAevg3UcV1LOp01?HyLuUM-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 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 =1.5x4 =3x4 =3x4 =3x4 =3x4 =3x4 =3x4 =3x4 =6x8 =3x4 =4x5 =6x8 =3x4 =3x6 =3x4 =3x4 =3x4 =3x4 =3x4 =3x4 =1.5x4 36 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 22 -7-14 1-6-0 1-6-0 Scale = 1:40.6 Plate Offsets (X, Y):[18:0-3-0,Edge], [36: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 0.32 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 0.20 Horiz(TL)0.00 19 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-R Weight: 104 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=22-7-14, 20=22-7-14, 21=22-7-14, 22=22-7-14, 23=22-7-14, 24=22-7-14, 25=22-7-14, 26=22-7-14, 27=22-7-14, 28=22-7-14, 29=22-7-14, 30=22-7-14, 31=22-7-14, 32=22-7-14, 33=22-7-14, 34=22-7-14, 35=22-7-14, 36=22-7-14 Max Grav 19=558 (LC 1), 20=1484 (LC 1), 21=1397 (LC 1), 22=1401 (LC 1), 23=1445 (LC 1), 24=1238 (LC 1), 25=1453 (LC 1), 26=1517 (LC 1), 27=1381 (LC 1), 28=1412 (LC 1), 29=1406 (LC 1), 30=1407 (LC 1), 31=1407 (LC 1), 32=1406 (LC 1), 33=1409 (LC 1), 34=1393 (LC 1), 35=1492 (LC 1), 36=563 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-36=-551/0, 18-19=-546/0, 1-2=-25/0, 2-3=-25/0, 3-4=-25/0, 4-5=-25/0, 5-6=-25/0, 6-7=-25/0, 7-8=-25/0, 8-11=-25/0, 11-12=-25/0, 12-13=-25/0, 13-14=-25/0, 14-15=-25/0, 15-16=-25/0, 16-17=-25/0, 17-18=-25/0 BOT CHORD 35-36=0/25, 34-35=0/25, 33-34=0/25, 32-33=0/25, 31-32=0/25, 30-31=0/25, 29-30=0/25, 28-29=0/25, 26-28=0/25, 25-26=0/25, 24-25=0/25, 23-24=0/25, 22-23=0/25, 21-22=0/25, 20-21=0/25, 19-20=0/25 WEBS 2-35=-1486/0, 3-34=-1378/0, 4-33=-1396/0, 5-32=-1393/0, 6-31=-1393/0, 7-30=-1394/0, 8-29=-1392/0, 9-28=-1399/0, 10-27=-1368/0, 11-26=-1502/0, 13-24=-1227/0, 14-23=-1431/0, 15-22=-1388/0, 16-21=-1382/0, 17-20=-1478/0, 12-25=-1440/0 NOTES 1)All plates are 2x6 (||) 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 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 19-36=-10, 1-18=-1045 Job Truss Truss Type Qty Ply CENTURY PLAN 2448-A,B,C FLOOR R88867654F23Floor Supported Gable 1 14704827 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 16:47:02 Page: 1 ID:9zUlS5tebafTN?VW0JQeevyLuJ7-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 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) =4x6 =6x12 =M18AHS 8x12 =5x8 =2x6 =3x6 =6x8 =M18AHS 8x12 =M18AHS 8x12 =2x6 10 9 8 7 1 11 2 12 3 13 4 14 5 15 6 12-0-0 1-4-02-6-0 1-6-0 1-6-0 Scale = 1:24.1 Plate Offsets (X, Y):[2:0-5-0,Edge], [5:0-5-0,Edge], [6:0-3-0,Edge], [7:Edge,0-3-0], [8:0-1-8,Edge], [9:0-3-12,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 0.53 Vert(LL)-0.15 8-9 >967 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(CT)-0.24 8-9 >589 360 M18AHS 145/140 BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(CT)0.06 7 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 77 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* 10-1:4x4 DF No.2&BTR G(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=0-5-8, 10=0-5-8 Max Grav 7=2343 (LC 1), 10=3138 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-10=-1119/0, 6-7=-346/0, 1-2=-178/0, 2-3=-5527/0, 3-4=-5527/0, 4-5=-5459/0, 5-6=-61/0 BOT CHORD 9-10=0/4360, 8-9=0/5459, 7-8=0/4078 WEBS 5-7=-4470/0, 2-10=-4626/0, 5-8=0/1537, 2-9=0/1299, 3-9=-619/0, 4-8=-644/0, 4-9=-22/90 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)A plate rating reduction of 20% has been applied for the green lumber members. 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) 280 lb down and 127 lb up at 1-1-1, 277 lb down and 130 lb up at 3-1-1, 277 lb down and 130 lb up at 4-0-0, 277 lb down and 130 lb up at 6-0-0, and 277 lb down and 130 lb up at 8-0-0, and 277 lb down and 130 lb up at 10-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 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: 7-10=-10, 1-2=-268 (F=-168), 2-5=-184, 5-6=-268 (F=-168) Concentrated Loads (lb) Vert: 1=-587, 5=-252, 2=-529 (B=-277), 11=-280 (B), 12=-277 (B), 13=-277 (B), 14=-277 (B), 15=-277 (B) Job Truss Truss Type Qty Ply CENTURY PLAN 2448-A,B,C FLOOR R88867655F24Floor Girder 1 14704827 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 16:47:02 Page: 1 ID:rtAYd0WRi3am_G?N81JEKOyLuEQ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 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 =1.5x4 =1.5x4 =1.5x4 =1.5x4 6 5 4 1 2 3 2-10-2 1-6-0 1-6-0 Scale = 1:21.3 Plate Offsets (X, Y):[1:Edge,0-0-12], [6: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 0.09 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 YES WB 0.02 Horiz(TL)0.00 4 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-R Weight: 11 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 2-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4=2-10-2, 5=2-10-2, 6=2-10-2 Max Grav 4=73 (LC 1), 5=164 (LC 1), 6=62 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-54/0, 3-4=-65/0, 1-2=-8/0, 2-3=-8/0 BOT CHORD 5-6=0/8, 4-5=0/8 WEBS 2-5=-153/0 NOTES 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)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 PLAN 2448-A,B,C FLOOR R88867656F25Floor Supported Gable 1 14704827 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 16:47:02 Page: 1 ID:ypS3eVlxwqToC17gunZu3WyLuhq-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 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 =6x8 =4x6 =3x4 =4x12 =1.5x4 =6x8 =2x4 8 7 6 5 1 2 3 4 7-11-6 1-7-62-6-0 1-5-14 1-5-14 Scale = 1:21.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL)-0.08 6-7 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(CT)-0.12 6-7 >785 360 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(CT)0.04 5 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-P Weight: 77 lb FT = 10% LUMBER TOP CHORD 2x6 DF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 *Except* 8-1:2x6 DF No.2 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)5=0-5-6, 8=0-5-8 Max Grav 5=3995 (LC 1), 8=3995 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=-1510/0, 4-5=-1506/0, 1-2=0/0, 2-3=-6241/0, 3-4=0/0 BOT CHORD 7-8=0/6241, 6-7=0/6053, 5-6=0/6053 WEBS 3-5=-6517/0, 2-8=-6694/0, 2-7=-129/0, 3-6=-42/0, 3-7=0/218 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: 2x4 - 1 row 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)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: 5-8=-10, 1-4=-1045 Job Truss Truss Type Qty Ply CENTURY PLAN 2448-A,B,C FLOOR R88867657FZ02Floor124704827Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 16:47:03 Page: 1 ID:wmhDvBLC5Nj7NtmBGOiwhYyLwi9-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 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 =4x6 =3x10 =4x6 =3x4 =4x12 =1.5x4 =3x10 =4x6 =2x6 10 11 12 9 13 8 14 15 7 1 2 3 4 5 6 13 -2-8 2-0-82-6-0 1-5-14 1-5-14 Scale = 1:26 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL)-0.18 8-9 >883 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.43 Vert(CT)-0.24 8-9 >658 360 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT)0.03 7 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 123 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 3-7-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)7=0-5-8, 10=0-2-8 Max Grav 7=3003 (LC 1), 10=2952 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-10=-355/0, 6-7=-350/0, 1-2=-363/0, 2-3=-8419/0, 3-4=-8233/0, 4-5=-8233/0, 5-6=-384/0 BOT CHORD 9-10=0/5281, 8-9=0/8419, 7-8=0/5235 WEBS 5-7=-5263/0, 2-10=-5337/0, 5-8=0/3253, 2-9=0/3404, 4-8=-578/0, 3-9=-559/0, 3-8=-206/0 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered 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, Except member 4-8 2x4 - 2 rows staggered at 0-2-0 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)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 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) 394 lb down at 1-9-0, 394 lb down at 3-9-0, 394 lb down at 5-9-0, 394 lb down at 7-9-0, and 394 lb down at 9-8-4, and 394 lb down at 11-9-0 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: 7-10=-10, 1-6=-268 Concentrated Loads (lb) Vert: 8=-394 (F), 11=-394 (F), 12=-394 (F), 13=-394 (F), 14=-394 (F), 15=-394 (F) Job Truss Truss Type Qty Ply CENTURY PLAN 2448-A,B,C FLOOR R88867658FZ03Floor Girder 1 24704827 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 16:47:03 Page: 1 ID:cbGIpsAMDz43qh4zQqOZdhyLweW-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 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 =7x8 =5x8 =7x8 =2x4 =4x12 =4x12 =2x4 =7x8 =7x8 =2x4 =3x10 =3x4 =7x10 =2x4 =4x8 =4x5 =2x6 19 20 18 17 22 23 16 24 25 26 27 15 14 13 12 28 1 2 3 4 5 6 7 8 9 10 21 11 21-0-0 1-8-8 1-9-11-9-1 1-9-11-10-0 1-10-0 2-0-15 0-1-12 4-1-4 0-1-12 4-3-0 0-10-4 14 -0-0 0-10-4 14 -10 -4 3-11-8 3-11-8 6-1-12 21-0-0 8-10-12 13-1-12 1-5-14 1-5-14 Scale = 1:47.8 Plate Offsets (X, Y):[4:0-5-12,0-2-0], [6:0-4-0,0-4-8], [13:0-3-4,0-4-8], [15:0-3-8,0-4-12], [16:0-5-12,0-2-0], [17:0-2-0,0-5-0], [18:Edge,0-4-8] 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 0.51 Vert(LL)-0.19 15-16 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.47 Vert(CT)-0.26 15-16 >777 360 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT)0.02 12 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 467 lb FT = 10% LUMBER TOP CHORD 2x6 DF 2400F 2.0E BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF No.2 *Except* 17-3,17-4,16-4,16-6,15-6:2x4 DF 1800F 1.6E 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)12=0-5-8, 17=0-3-3, (req. 0-6-6), 18=0-5-8 Max Uplift 18=-4588 (LC 4) Max Grav 12=5467 (LC 1), 17=15441 (LC 1), 18=351 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-68/185, 11-12=-322/0, 1-2=-58/487, 2-3=0/15933, 3-4=0/15933, 4-5=-9859/0, 5-7=-19885/0, 7-8=-19885/0, 8-9=-16021/0, 9-10=-15927/0, 10-11=-685/0 BOT CHORD 17-18=-8988/0, 16-17=-3521/0, 15-16=0/15897, 14-15=0/19885, 12-14=0/19885 WEBS 3-17=-2302/0, 7-15=-108/1293, 8-14=0/1508, 2-18=0/9586, 2-17=-8009/0, 4-17=-13703/0, 4-16=0/14727, 5-16=0/405, 6-16=-6682/0, 6-15=0/5420, 8-13=-6005/0, 9-13=0/673, 10-13=0/8378, 10-12=-8825/0 NOTES 1)4-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, 2x6 - 2 rows staggered at 0-9-0 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. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 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)WARNING: Required bearing size at joint(s) 17 greater than input bearing size. 5)Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4588 lb uplift at joint 18. 7)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. 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. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 722 lb down at 0-1-12, 718 lb down at 1-0-0, 717 lb down at 3-0-0, 840 lb down at 4-1-4, 741 lb down at 5-0-0, 717 lb down at 5-0-0, 700 lb down at 7-0-0, 717 lb down at 7-0-0, 700 lb down at 8-10-4, 717 lb down at 9-0-0, 733 lb down at 10-1-1, 717 lb down at 11-0-0, 733 lb down at 12-1-1, 733 lb down at 13-0-0, 717 lb down at 13-0-0, 733 lb down at 15-0-0, 717 lb down at 15-0-0, 733 lb down at 17-0-0, 717 lb down at 17-0-0, and 733 lb down at 19-0-0, and 717 lb down at 19-0-0 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: 12-18=-10, 1-11=-100 Concentrated Loads (lb) Job Truss Truss Type Qty Ply CENTURY PLAN 2448-A,B,C FLOOR R88867659FZ08Floor Girder 1 44704827 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 16:47:03 Page: 1 ID:S?mgh7YCNNd3WwGTQcpObcyLuBp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 PROVIDE CONNECTION OF TRUSS TO BEARING PLATE AT JOINT 18 CAPABLE OF WITHSTANDING 4588 LBS UPLIFT REACTION DUE TO GRAVITY LOADING APPLIED TO THE TRUSS. IT IS THE RESPONSIBILITY OF THE PROJECT ARCHITECT/ENGINEER TO DESIGN THE CONNECTION OF THE TRUSS TO THE BEARING PLATE, PROVIDE AND DESIGN CONNECTION SYSTEM FOR A CONTINUOUS LOAD PATH FROM THE TRUSS TO THE FOUNDATION, AND DESIGN FOOTING/FOUNDATION TO RESIST SUCH UPLIFT. FAILURE TO DO SO WILL VOID THIS CONSTRUCTION. June 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) Vert: 15=-1450 (F=-733, B=-717), 14=-1450 (F=-733, B=-717), 18=-722 (B), 13=-1450 (F=-733, B=-717), 17=-840 (F), 19=-718 (B), 20=-717 (B), 22=-1458 (F=-741, B=-717), 23=-1417 (F=-700, B=-717), 24=-1417 (F=-700, B=-717), 25=-733 (F), 26=-717 (B), 27=-733 (F), 28=-1450 (F=-733, B=-717) Job Truss Truss Type Qty Ply CENTURY PLAN 2448-A,B,C FLOOR R88867659FZ08Floor Girder 1 44704827 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 16:47:03 Page: 2 ID:S?mgh7YCNNd3WwGTQcpObcyLuBp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 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 =3x4 =3x4 4 3 1 2 1-6-10 1-5-14 1-5-14 Scale = 1:17.1 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 0.19 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.19 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horiz(TL)0.00 3 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-R Weight: 6 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING TOP CHORD Sheathed or 1-6-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3=1-6-10, 4=1-6-10 Max Uplift 3=-276 (LC 8), 4=-276 (LC 7) Max Grav 3=306 (LC 5), 4=306 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-157/135, 2-3=-157/135, 1-2=-153/150 BOT CHORD 3-4=-150/153 NOTES 1)Unbalanced floor live loads have been considered for this design. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 lb uplift at joint 4 and 276 lb uplift at joint 3. 6)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 1-6-10 for 240.0 plf. 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 Job Truss Truss Type Qty Ply CENTURY PLAN 2448-A,B,C FLOOR R88867660P01Floor Supported Gable 1 14704827 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 16:47:03 Page: 1 ID:P4CACb5l8RqjOMfs_N0JeQyLucC-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 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 =2x4 =3x4 =2x4 4 3 1 2 1-3-2 1-5-14 1-5-14 Scale = 1:19.6 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 0.15 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.15 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horiz(TL)0.00 3 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-R Weight: 5 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING TOP CHORD Sheathed or 1-3-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3=1-3-2, 4=1-3-2 Max Uplift 3=-279 (LC 8), 4=-279 (LC 7) Max Grav 3=302 (LC 5), 4=302 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-151/136, 2-3=-151/136, 1-2=-117/116 BOT CHORD 3-4=-116/117 NOTES 1)Unbalanced floor live loads have been considered for this design. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 279 lb uplift at joint 4 and 279 lb uplift at joint 3. 6)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 1-3-2 for 240.0 plf. 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 Job Truss Truss Type Qty Ply CENTURY PLAN 2448-A,B,C FLOOR R88867661P02Floor Supported Gable 1 14704827 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 16:47:03 Page: 1 ID:bY?SLQGzXww5v6_JcYkqXgyLuai-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 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 =3x4 =3x4 4 3 1 2 1-8-8 1-5-12 1-5-12 Scale = 1:17.2 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 0.20 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.22 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horiz(TL)0.00 3 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-R Weight: 6 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING TOP CHORD Sheathed or 1-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3=1-8-8, 4=1-8-8 Max Uplift 3=-272 (LC 8), 4=-272 (LC 7) Max Grav 3=306 (LC 5), 4=306 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-163/133, 2-3=-163/133, 1-2=-172/169 BOT CHORD 3-4=-169/172 NOTES 1)Unbalanced floor live loads have been considered for this design. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 272 lb uplift at joint 4 and 272 lb uplift at joint 3. 6)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 1-8-8 for 240.0 plf. 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 Job Truss Truss Type Qty Ply CENTURY PLAN 2448-A,B,C FLOOR R88867662P03Floor Supported Gable 2 14704827 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 16:47:04 Page: 1 ID:bkQAe_ezXFVKHHbV7KKtzwyLubV-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 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 =2x4 =2x4 =2x4 4 3 1 2 1-0-4 1-5-12 1-5-12 Scale = 1:21 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 0.12 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.11 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horiz(TL)0.00 3 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-R Weight: 4 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING TOP CHORD Sheathed or 1-0-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3=1-0-4, 4=1-0-4 Max Uplift 3=-278 (LC 8), 4=-278 (LC 7) Max Grav 3=296 (LC 5), 4=296 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-146/134, 2-3=-146/134, 1-2=-88/87 BOT CHORD 3-4=-87/88 NOTES 1)Unbalanced floor live loads have been considered for this design. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 278 lb uplift at joint 4 and 278 lb uplift at joint 3. 6)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 1-0-4 for 240.0 plf. 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 Job Truss Truss Type Qty Ply CENTURY PLAN 2448-A,B,C FLOOR R88867663P04Floor Supported Gable 1 14704827 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 16:47:04 Page: 1 ID:Ct5kMHol5k_tkZLTxBKJfeyLuLp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 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 =3x4 =3x4 4 3 1 2 1-4-10 1-5-14 1-5-14 Scale = 1:17.1 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 0.17 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.17 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horiz(TL)0.00 3 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-R Weight: 5 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING TOP CHORD Sheathed or 1-4-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3=1-4-10, 4=1-4-10 Max Uplift 3=-278 (LC 8), 4=-278 (LC 7) Max Grav 3=304 (LC 5), 4=304 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-153/136, 2-3=-153/136, 1-2=-132/131 BOT CHORD 3-4=-131/132 NOTES 1)Unbalanced floor live loads have been considered for this design. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 278 lb uplift at joint 4 and 278 lb uplift at joint 3. 6)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 1-4-10 for 240.0 plf. 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 Job Truss Truss Type Qty Ply CENTURY PLAN 2448-A,B,C FLOOR R88867664P05Floor Supported Gable 1 14704827 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 16:47:04 Page: 1 ID:ZT3Bps5sucTh4011i9lPVCyLuK8-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 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 .