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HomeMy WebLinkAbout2155 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 25,2025 Zhao, Xiaoming Pages or sheets covered by this seal: R88909400 thru R88909412 My license renewal date for the state of Washington is September 28, 2025. 4704816 CENTURY 2155-A,B,C FLOOR WILLOW GLENN IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3x6 FP 3x6 FP=3x6 =3x6 =4x6 =3x4 =3x4 =3x10 =4x6 =3x10 =3x6 =3x4 =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 25 14 26-2-12 1-6-00-11-6 1-1-141-6-02-6-0 10-7-2 26-2-12 15-7-10 15-7-10 1-6-0 1-6-0 Scale = 1:46.1 Plate Offsets (X, Y):[1:Edge,0-0-12], [4:0-1-8,Edge], [5:0-1-8,Edge], [16:0-1-8,Edge], [17:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL)-0.18 22-23 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(CT)-0.25 22-23 >761 360 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT)0.04 15 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 2-2-0 oc bracing. REACTIONS (size)15=0-5-2, 18=0-5-8, 24=0-3-14 Max Grav 15=476 (LC 7), 18=1685 (LC 1), 24=788 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-24=-105/0, 14-15=-105/0, 1-2=0/0, 2-3=-1957/0, 3-4=-1957/0, 4-5=-1978/0, 5-6=-1642/0, 6-8=-1642/0, 8-9=0/1143, 9-10=0/1143, 10-11=-800/50, 11-12=-800/50, 12-13=-800/50, 13-14=0/0 BOT CHORD 23-24=0/1237, 22-23=0/1978, 21-22=0/1978, 20-21=0/1978, 18-20=-187/719, 17-18=-386/355, 16-17=-50/800, 15-16=0/689 WEBS 9-18=-264/0, 8-18=-1698/0, 2-24=-1404/0, 8-20=0/1125, 2-23=0/816, 6-20=-181/113, 3-23=-315/0, 4-23=-183/258, 4-22=-167/0, 5-21=0/269, 5-20=-782/0, 10-18=-1200/0, 13-15=-782/0, 10-17=0/683, 13-16=-115/166, 11-17=-274/0, 12-16=-90/84 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 (||) MT20 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2155-A,B,C FLOOR WILLOW GLENN R88909400F01Floor1014704816Job 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. Wed Jun 25 13:27:17 Page: 1 ID:RLnc0nolDLyBz86zf?U6sIz1jG8-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 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 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 26-2-12 1-6-0 1-6-0 Scale = 1:46.1 Plate Offsets (X, Y):[1:Edge,0-0-12], [44:Edge,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 23 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-R Weight: 92 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)23=26-2-12, 24=26-2-12, 25=26-2-12, 26=26-2-12, 27=26-2-12, 28=26-2-12, 29=26-2-12, 30=26-2-12, 31=26-2-12, 32=26-2-12, 34=26-2-12, 35=26-2-12, 36=26-2-12, 37=26-2-12, 38=26-2-12, 39=26-2-12, 40=26-2-12, 41=26-2-12, 42=26-2-12, 43=26-2-12, 44=26-2-12 Max Grav 23=38 (LC 1), 24=123 (LC 1), 25=152 (LC 1), 26=145 (LC 1), 27=147 (LC 1), 28=147 (LC 1), 29=147 (LC 1), 30=147 (LC 1), 31=147 (LC 1), 32=147 (LC 1), 34=147 (LC 1), 35=147 (LC 1), 36=147 (LC 1), 37=147 (LC 1), 38=147 (LC 1), 39=147 (LC 1), 40=147 (LC 1), 41=147 (LC 1), 42=145 (LC 1), 43=154 (LC 1), 44=60 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-44=-55/0, 22-23=-32/0, 1-2=-4/0, 2-3=-4/0, 3-4=-4/0, 4-5=-4/0, 5-6=-4/0, 6-7=-4/0, 7-8=-4/0, 8-9=-4/0, 9-10=-4/0, 10-12=-4/0, 12-13=-4/0, 13-14=-4/0, 14-15=-4/0, 15-16=-4/0, 16-17=-4/0, 17-18=-4/0, 18-19=-4/0, 19-20=-4/0, 20-21=-4/0, 21-22=-4/0 BOT CHORD 43-44=0/4, 42-43=0/4, 41-42=0/4, 40-41=0/4, 39-40=0/4, 38-39=0/4, 37-38=0/4, 36-37=0/4, 35-36=0/4, 34-35=0/4, 32-34=0/4, 31-32=0/4, 30-31=0/4, 29-30=0/4, 28-29=0/4, 27-28=0/4, 26-27=0/4, 25-26=0/4, 24-25=0/4, 23-24=0/4 WEBS 2-43=-140/0, 3-42=-132/0, 4-41=-134/0, 5-40=-133/0, 6-39=-133/0, 7-38=-133/0, 8-37=-133/0, 9-36=-133/0, 10-35=-133/0, 12-34=-133/0, 13-32=-133/0, 14-31=-133/0, 15-30=-133/0, 16-29=-133/0, 17-28=-133/0, 18-27=-134/0, 19-26=-132/0, 20-25=-137/0, 21-24=-115/0 NOTES 1)All plates are 1.5x4 (||) MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2155-A,B,C FLOOR WILLOW GLENN R88909401F02Floor Supported Gable 1 14704816 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. Wed Jun 25 13:27:18 Page: 1 ID:VDBHAv_Ahyr3HSlr1fFdzSz1jFv-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =1.5x4 =3x6 =3x6 =3x10 =1.5x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x10 =1.5x4 =3x6 =3x6 =1.5x4 14 13 12 11 10 9 1 2 3 4 5 6 7 8 15-4-14 0-7-141-6-02-6-0 1-6-0 1-6-0 Scale = 1:29.4 Plate Offsets (X, Y):[1:Edge,0-0-12], [4:0-1-8,Edge], [5:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL)-0.17 12-13 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(CT)-0.23 12-13 >784 360 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT)0.04 9 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 63 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: 2-2-0 oc bracing: 11-12. REACTIONS (size)9= Mechanical, 14=0-3-14 Max Grav 9=840 (LC 1), 14=840 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=-105/0, 8-9=-101/0, 1-2=0/0, 2-3=-2145/0, 3-4=-2145/0, 4-5=-2301/0, 5-6=-2112/0, 6-7=-2112/0, 7-8=0/0 BOT CHORD 13-14=0/1334, 12-13=0/2301, 11-12=0/2301, 10-11=0/2301, 9-10=0/1339 WEBS 7-9=-1519/0, 2-14=-1514/0, 7-10=0/877, 2-13=0/920, 6-10=-215/131, 3-13=-300/0, 4-13=-417/79, 4-12=-126/45, 5-11=-85/223, 5-10=-635/65 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 2155-A,B,C FLOOR WILLOW GLENN R88909402F03Floor514704816Job 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. Wed Jun 25 13:27:18 Page: 1 ID:5w1a6i9yOFc4ycqXsbWvXPz1jFh-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =1.5x4 =3x6 =3x6 =3x10 =1.5x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x10 =1.5x4 =3x6 =3x10 =2x4 =2x6 14 13 12 11 10 9 15 1 2 3 4 5 6 7 8 15-8-6 0-8-61-6-02-6-0 0-3-0 1-6-0 1-6-0 0-3-0 Scale = 1:31.4 Plate Offsets (X, Y):[1:Edge,0-0-12], [4:0-1-8,Edge], [5:0-1-8,Edge], [8:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL)-0.18 12-13 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(CT)-0.24 12-13 >769 360 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT)0.05 9 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 66 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, Except: 2-2-0 oc bracing: 11-12. REACTIONS (size)9=0-3-8, 14=0-3-14 Max Grav 9=1629 (LC 1), 14=856 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=-104/0, 8-9=-945/0, 1-2=0/0, 2-3=-2202/0, 3-4=-2202/0, 4-5=-2394/0, 5-6=-2220/0, 6-7=-2220/0, 7-8=-86/0 BOT CHORD 13-14=0/1363, 12-13=0/2394, 11-12=0/2394, 10-11=0/2389, 9-10=0/1465 WEBS 7-9=-1554/0, 2-14=-1547/0, 7-10=0/857, 2-13=0/952, 6-10=-221/134, 3-13=-299/0, 4-13=-457/61, 4-12=-128/54, 5-11=-99/219, 5-10=-626/91 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)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: 9-14=-10, 1-8=-100 Concentrated Loads (lb) Vert: 8=-798 Job Truss Truss Type Qty Ply CENTURY 2155-A,B,C FLOOR WILLOW GLENN R88909403F04Floor614704816Job 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. Wed Jun 25 13:27:18 Page: 1 ID:VVjikjBqhA_fp3Y6Xj3c92z1jFe-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 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) 26 25 24 23 22 21 20 19 18 17 16 15 14 1 2 3 4 5 6 7 8 9 10 11 12 13 15-8-4 1-6-0 1-6-0 Scale = 1:29.8 Plate Offsets (X, Y):[1:Edge,0-0-12], [26:Edge,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 14 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-R Weight: 56 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)14=15-8-4, 15=15-8-4, 16=15-8-4, 17=15-8-4, 18=15-8-4, 19=15-8-4, 20=15-8-4, 21=15-8-4, 22=15-8-4, 23=15-8-4, 24=15-8-4, 25=15-8-4, 26=15-8-4 Max Grav 14=46 (LC 1), 15=130 (LC 1), 16=151 (LC 1), 17=146 (LC 1), 18=147 (LC 1), 19=147 (LC 1), 20=147 (LC 1), 21=147 (LC 1), 22=147 (LC 1), 23=147 (LC 1), 24=145 (LC 1), 25=153 (LC 1), 26=61 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-26=-55/0, 13-14=-39/0, 1-2=-5/0, 2-3=-5/0, 3-4=-5/0, 4-5=-5/0, 5-6=-5/0, 6-7=-5/0, 7-8=-5/0, 8-9=-5/0, 9-10=-5/0, 10-11=-5/0, 11-12=-5/0, 12-13=-5/0 BOT CHORD 25-26=0/5, 24-25=0/5, 23-24=0/5, 22-23=0/5, 21-22=0/5, 20-21=0/5, 19-20=0/5, 18-19=0/5, 17-18=0/5, 16-17=0/5, 15-16=0/5, 14-15=0/5 WEBS 2-25=-140/0, 3-24=-132/0, 4-23=-134/0, 5-22=-133/0, 6-21=-133/0, 7-20=-133/0, 8-19=-133/0, 9-18=-134/0, 10-17=-133/0, 11-16=-136/0, 12-15=-121/0 NOTES 1)All plates are 1.5x4 (||) MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2155-A,B,C FLOOR WILLOW GLENN R88909404F05Floor Supported Gable 1 14704816 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. Wed Jun 25 13:27:19 Page: 1 ID:RtrT9PD4DnEN2NiVf855ETz1jFc-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 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 =5x8 =4x12 =2x6 =4x6 =2x6 =3x6 =4x6 =4x12 =2x6 =6x8 =3x6 =2x6 14 13 12 11 10 1 2 3 4 5 6 15 7 8 9 19-0-14 0-11-62-6-0 1-6-0 1-6-0 Scale = 1:35 Plate Offsets (X, Y):[2:0-3-4,Edge], [8:0-3-8,Edge], [9:0-3-0,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 0.34 Vert(LL)-0.25 11-12 >914 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(CT)-0.36 11-12 >625 360 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(CT)0.08 10 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 101 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 DF 1800F 1.6E(flat) WEBS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)10=0-3-14, 14= Mechanical Max Grav 10=1182 (LC 1), 14=1122 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=-111/0, 9-10=-113/0, 1-2=0/0, 2-3=-3325/0, 3-4=-3325/0, 4-5=-4276/0, 5-6=-4276/0, 6-7=-3578/0, 7-8=-3578/0, 8-9=0/0 BOT CHORD 13-14=0/1931, 12-13=0/4087, 11-12=0/4342, 10-11=0/2044 WEBS 8-10=-2297/0, 2-14=-2170/0, 8-11=0/1723, 2-13=0/1567, 7-11=-335/0, 3-13=-274/0, 6-11=-859/0, 4-13=-855/0, 6-12=-75/0, 5-12=-175/0, 4-12=0/309 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) 220 lb down at 12-1-4 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: 10-14=-10, 1-9=-100 Concentrated Loads (lb) Vert: 15=-220 (F) Job Truss Truss Type Qty Ply CENTURY 2155-A,B,C FLOOR WILLOW GLENN R88909405F06Floor Girder 1 14704816 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. Wed Jun 25 13:27:19 Page: 1 ID:_rVVUZrmQGEDl7XR3?0lDxz1jDV-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =1.5x4 =3x6 =4x8 =4x12 =1.5x4 =3x4 =3x4 =1.5x4 =1.5x4 =4x5 =4x5 =4x12 =1.5x4 =4x8 =3x6 =1.5x4 16 15 14 13 12 11 1 2 3 4 5 6 7 8 9 10 19-0-14 0-6-41-6-01-3-102-6-0 1-6-0 1-6-0 Scale = 1:35 Plate Offsets (X, Y):[1:Edge,0-0-12], [13:0-1-8,Edge], [14:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL)-0.30 14-15 >759 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(CT)-0.42 14-15 >548 360 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT)0.08 11 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 76 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 5-2-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)11=0-3-14, 16= Mechanical Max Grav 11=1042 (LC 1), 16=1042 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-16=-103/0, 10-11=-103/0, 1-2=0/0, 2-3=-2883/0, 3-4=-2883/0, 4-5=-3562/0, 5-6=-3562/0, 6-7=-3555/0, 7-8=-2880/0, 8-9=-2880/0, 9-10=0/0 BOT CHORD 15-16=0/1710, 14-15=0/3477, 13-14=0/3562, 12-13=0/3486, 11-12=0/1708 WEBS 9-11=-1938/0, 2-16=-1941/0, 9-12=0/1330, 2-15=0/1331, 8-12=-255/0, 3-15=-253/0, 7-12=-702/0, 4-15=-674/0, 6-13=-465/179, 7-13=-229/587, 5-14=-249/93, 4-14=-189/450 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 2155-A,B,C FLOOR WILLOW GLENN R88909406F07Floor314704816Job 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. Wed Jun 25 13:27:19 Page: 1 ID:R8NujDQlC0Nyb_Vm8Dv4R2z1jFL-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 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 =5x6 =5x6 =4x12 =4x12 =1.5x4 =3x4 =3x4 =1.5x4 =1.5x4 =4x5 =4x5 =4x12 =1.5x4 =4x8 =3x6 =1.5x4 17 16 15 14 13 12 11 1 2 3 4 5 6 7 8 9 10 19-3-14 0-6-41-0-14 1-6-102-6-0 0-3-10 0-3-10 19-0-4 19 -3-14 1-6-0 1-3-0 1-3-0 0-3-0 1-6-0 1-6-0 Scale = 1:37.8 Plate Offsets (X, Y):[1:0-3-0,Edge], [13:0-1-8,Edge], [14:0-1-8,Edge], [16:0-1-8,Edge], [17: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 0.95 Vert(LL)-0.31 14-15 >738 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(CT)-0.45 14-15 >499 360 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT)-0.01 11 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 79 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 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 11=0-3-14 Max Grav 1=1039 (LC 1), 11=1039 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-17=0/9, 10-11=-103/0, 1-2=-891/0, 2-3=-2352/0, 3-4=-2352/0, 4-5=-3559/0, 5-6=-3559/0, 6-7=-3551/0, 7-8=-2868/0, 8-9=-2868/0, 9-10=0/0 BOT CHORD 16-17=0/0, 15-16=0/890, 14-15=0/3219, 13-14=0/3559, 12-13=0/3474, 11-12=0/1702 WEBS 2-16=-962/0, 1-16=0/1320, 9-11=-1932/0, 2-15=0/1651, 9-12=0/1324, 3-15=-251/0, 8-12=-256/0, 4-15=-984/0, 7-12=-707/0, 4-14=-7/660, 5-14=-221/0, 6-13=-498/171, 7-13=-234/633 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2155-A,B,C FLOOR WILLOW GLENN R88909407F08Floor614704816Job 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. Wed Jun 25 13:27:19 Page: 1 ID:VVjikjBqhA_fp3Y6Xj3c92z1jFe-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 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 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 19-0-6 0-4-8 1-6-0 1-6-0 Scale = 1:34.9 Plate Offsets (X, Y):[1:Edge,0-0-12], [34:Edge,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 18 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-R Weight: 71 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)18=19-0-6, 19=19-0-6, 20=19-0-6, 21=19-0-6, 22=19-0-6, 23=19-0-6, 24=19-0-6, 25=19-0-6, 26=19-0-6, 27=19-0-6, 28=19-0-6, 29=19-0-6, 30=19-0-6, 31=19-0-6, 32=19-0-6, 33=19-0-6, 34=19-0-6 Max Uplift 18=-2 (LC 1) Max Grav 18=-2 (LC 1), 19=104 (LC 1), 20=152 (LC 1), 21=145 (LC 1), 22=146 (LC 1), 23=150 (LC 1), 24=131 (LC 1), 25=57 (LC 1), 26=104 (LC 1), 27=144 (LC 1), 28=147 (LC 1), 29=146 (LC 1), 30=147 (LC 1), 31=147 (LC 1), 32=145 (LC 1), 33=154 (LC 1), 34=61 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-34=-55/0, 17-18=0/9, 1-2=-4/0, 2-3=-4/0, 3-4=-4/0, 4-5=-4/0, 5-6=-4/0, 6-7=-4/0, 7-8=-4/0, 8-9=-4/0, 9-10=-4/0, 10-11=-4/0, 11-12=-4/0, 12-13=-4/0, 13-14=-4/0, 14-15=-4/0, 15-16=-4/0, 16-17=-4/0 BOT CHORD 33-34=0/4, 32-33=0/4, 31-32=0/4, 30-31=0/4, 29-30=0/4, 28-29=0/4, 27-28=0/4, 26-27=0/4, 25-26=0/4, 24-25=0/4, 23-24=0/4, 22-23=0/4, 21-22=0/4, 20-21=0/4, 19-20=0/4, 18-19=0/4 WEBS 2-33=-140/0, 3-32=-132/0, 4-31=-134/0, 5-30=-133/0, 6-29=-133/0, 7-28=-134/0, 8-27=-131/0, 11-24=-119/0, 12-23=-137/0, 13-22=-133/0, 14-21=-132/0, 15-20=-138/0, 16-19=-102/0, 9-26=-95/0, 10-25=-52/0 NOTES 1)All plates are 1.5x4 (||) MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 18. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2155-A,B,C FLOOR WILLOW GLENN R88909408F09Floor Supported Gable 1 14704816 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. Wed Jun 25 13:27:20 Page: 1 ID:o6AnnwUu1Y?FhlOjxmVF86z1jFG-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =1.5x4 =3x6 =3x4 =3x6 =3x6 =1.5x4 =3x4 =1.5x4 8 7 6 5 1 2 3 4 7-1-6 1-3-12 2-6-0 0-3-10 0-3-10 6-9-12 7-1-6 1-6-0 1-3-0 1-3-0 0-3-0 1-6-0 1-6-0 Scale = 1:28.5 Plate Offsets (X, Y):[4:0-1-8,Edge], [7:0-1-8,Edge], [8:Edge,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL)-0.01 6-7 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(CT)-0.01 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT)0.00 5 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-P Weight: 32 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)1=0-3-8, 5=0-3-14 Max Grav 1=368 (LC 1), 5=368 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=0/5, 4-5=-356/0, 1-2=-339/0, 2-3=-482/0, 3-4=-482/0 BOT CHORD 7-8=0/0, 6-7=0/338, 5-6=0/0 WEBS 1-7=0/458, 4-6=0/544, 3-6=-300/0, 2-7=-286/0, 2-6=0/163 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. 2)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 3)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2155-A,B,C FLOOR WILLOW GLENN R88909409F11Floor114704816Job 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. Wed Jun 25 13:27:20 Page: 1 ID:sG6tUtsyVN1iXgqtpU3lRsz1jEm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 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) =M18AHS 10x12 =8x12 =7x8 =3x4 =3x4 =5x6 =6x8 =5x8 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 19-0-14 0-4-81-1-12 1-6-10 6-2-49-2-4 1-6-0 1-6-0 Scale = 1:35 Plate Offsets (X, Y):[1:Edge,0-0-12], [15:0-1-8,Edge], [17:Edge,0-1-8], [32: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 0.44 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.46 Vert(TL)n/a -n/a 999 M18AHS 145/140 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horiz(TL)0.02 17 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 74 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) 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)17=19-0-14, 18=19-0-14, 19=19-0-14, 20=19-0-14, 21=19-0-14, 22=19-0-14, 23=19-0-14, 24=19-0-14, 25=19-0-14, 26=19-0-14, 27=19-0-14, 28=19-0-14, 29=19-0-14, 30=19-0-14, 31=19-0-14, 32=19-0-14 Max Horiz 32=38 (LC 5) Max Uplift 17=-1623 (LC 8), 18=-1599 (LC 7), 31=-2711 (LC 8), 32=-2739 (LC 7) Max Grav 17=1658 (LC 5), 18=1682 (LC 6), 19=131 (LC 1), 20=150 (LC 1), 21=150 (LC 1), 22=130 (LC 1), 23=50 (LC 1), 24=110 (LC 1), 25=146 (LC 1), 26=147 (LC 1), 27=147 (LC 1), 28=146 (LC 1), 29=148 (LC 1), 30=143 (LC 1), 31=2778 (LC 5), 32=2766 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-32=-50/2, 16-17=-68/0, 1-2=-284/305, 2-3=-2245/2242, 3-4=-1901/1922, 4-5=-1605/1601, 5-6=-1285/1282, 6-7=-965/962, 7-8=-645/642, 8-9=-325/322, 9-10=-114/111, 10-11=-319/316, 11-12=-639/636, 12-13=-959/956, 13-14=-1247/1276, 14-15=-1599/1595, 15-16=-362/403 BOT CHORD 31-32=-2536/2539, 30-31=-2097/2100, 29-30=-1585/1588, 28-29=-1073/1076, 27-28=-561/563, 26-27=-462/465, 25-26=-974/977, 24-25=-1454/1457, 23-24=-1670/1673, 22-23=-1998/2001, 21-22=-1998/2001, 20-21=-1998/2001, 19-20=-1998/2001, 18-19=-1998/2001, 17-18=-1998/2001 WEBS 2-31=-2763/2719, 3-30=-130/4, 4-29=-134/0, 5-28=-133/0, 6-27=-133/0, 7-26=-134/0, 8-25=-133/0, 11-22=-118/0, 12-21=-136/0, 13-20=-136/0, 14-19=-120/0, 15-18=-1664/1609, 15-17=-2588/2584, 2-32=-3757/3753, 9-24=-100/0, 10-23=-46/0 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)Gable requires continuous bottom chord bearing. 5)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6)Gable studs spaced at 1-4-0 oc. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2711 lb uplift at joint 31, 1599 lb uplift at joint 18, 1623 lb uplift at joint 17 and 2739 lb uplift at joint 32. 8)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 11-11-0 for 384.1 plf. 9)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 2155-A,B,C FLOOR WILLOW GLENN R88909410F13Floor Supported Gable 1 14704816 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. Wed Jun 25 13:27:20 Page: 1 ID:9uYyX490rl3IPMgUDWVNPwz1jEO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 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 2 3 3-6-0 1-7-8 1-3-0 1-3-0 Scale = 1:20.3 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 0.05 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.18 Vert(CT)-0.02 4-5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(CT)0.00 4 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-P Weight: 19 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 3-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4= Mechanical, 5=0-2-0 Max Grav 4=320 (LC 1), 5=320 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-73/0, 3-4=-73/0, 1-2=0/0, 2-3=0/0 BOT CHORD 4-5=0/365 WEBS 2-5=-431/0, 2-4=-431/0 NOTES 1)Refer to girder(s) for truss to truss connections. 2)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 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: 4-5=-10, 1-3=-100 Concentrated Loads (lb) Vert: 2=-268 Job Truss Truss Type Qty Ply CENTURY 2155-A,B,C FLOOR WILLOW GLENN R88909411FZ01Floor Girder 1 14704816 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. Wed Jun 25 13:27:20 Page: 1 ID:DmydgCLQJMyAjfJNbAGuW4z1jE9-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 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 =4x5 =3x4 =7x8 =1.5x4 =3x4 =6x8 =3x6 =2x4 9 10 11 8 12 7 6 1 2 3 4 5 8-9-14 1-9-0 1-9-0 2-0-15 3-11-4 3-11-4 4-10 -10 8-9-14 1-5-14 1-5-14 Scale = 1:25.7 Plate Offsets (X, Y):[7:0-3-8,0-4-4], [8:0-5-0,0-3-8] 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 0.15 Vert(LL)-0.02 8-9 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.28 Vert(CT)-0.02 8-9 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(CT)0.00 6 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-P Weight: 88 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF No.2 *Except* 8-3:2x4 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)6=0-3-8, 8=0-3-8, (req. 0-4-2), 9=0-5-8 Max Grav 6=3133 (LC 1), 8=5047 (LC 1), 9=1247 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-9=-89/0, 5-6=-1133/0, 1-2=0/0, 2-3=0/453, 3-4=0/453, 4-5=-2103/0 BOT CHORD 8-9=-254/99, 7-8=0/2103, 6-7=0/0 WEBS 3-8=-358/0, 4-8=-2809/0, 5-7=0/2324, 2-9=-115/295, 2-8=-393/0, 4-7=0/1067 NOTES 1)2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-7 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)Unbalanced floor live loads have been considered for this design. 4)WARNING: Required bearing size at joint(s) 8 greater than input bearing size. 5)Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 834 lb down at 0-5-8, 830 lb down at 2-5-8, 1112 lb down at 3-11-4, 1032 lb down at 4-5-8, 830 lb down at 4-5-8, 1032 lb down at 6-5-8, 830 lb down at 6-5-8, and 1036 lb down at 8-8-2, and 834 lb down at 8-8-2 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: 6-9=-10, 1-5=-100 Concentrated Loads (lb) Vert: 6=-1870 (F=-1036, B=-834), 7=-1863 (F=-1032, B=-830), 8=-1112 (F), 10=-834 (B), 11=-830 (B), 12=-1863 (F=-1032, B=-830) Job Truss Truss Type Qty Ply CENTURY 2155-A,B,C FLOOR WILLOW GLENN R88909412FZ12Floor Girder 1 24704816 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. Wed Jun 25 13:27:20 Page: 1 ID:SK4XtjXI8VDjGaOxzwsgDiz2kMr-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 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 .