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HomeMy WebLinkAbout2745 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 23,2025 Zhao, Xiaoming Pages or sheets covered by this seal: R88858435 thru R88858457 My license renewal date for the state of Washington is September 28, 2025. 4704843 CENTURY 2745-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) =1.5x4 =1.5x4 =1.5x4 =3x4 =3x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x6 =1.5x4 =3x4 =3x4 =1.5x4 12 11 10 9 8 13 14 1 2 3 4 5 6 7 13-0-6 0-7-141-7-82-6-0 0-1-8 0-1-8 12 -10 -14 13-0-6 0-1-8 1-6-0 1-6-00-3-10 0-3-10 Scale = 1:37 Plate Offsets (X, Y):[1:Edge,0-0-12], [4:0-1-8,Edge], [11:0-1-8,Edge], [13:0-1-8,0-0-12], [14:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.38 Vert(LL)-0.10 11-12 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.64 Vert(CT)-0.18 11-12 >853 360 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT)0.03 8 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) 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)8= Mechanical, 12=0-5-6 Max Grav 8=703 (LC 1), 12=703 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-12=-101/0, 7-8=-101/0, 1-2=0/0, 2-3=-1615/0, 3-4=-1615/0, 4-5=-1609/0, 5-6=-1609/0, 6-7=0/0 BOT CHORD 11-12=0/1082, 10-11=0/1615, 9-10=0/1618, 8-9=0/1083 WEBS 6-8=-1230/0, 2-12=-1227/0, 6-9=0/597, 2-11=0/644, 5-9=-262/82, 3-11=-225/0, 4-9=-349/245, 4-10=-178/62 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 2745-A,B,C FLOOR WILLOW GLENN R88858435F01Floor914704843Job 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 13:07:53 Page: 1 ID:dECSdg03vxA5E5AQohpjOpzNWHE-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 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 22 21 20 19 18 17 16 15 14 13 12 23 24 1 2 3 4 5 6 7 8 9 10 11 13 -0-6 0-1-8 0-1-8 12 -10 -14 13-0-6 0-1-8 1-6-0 1-6-00-3-10 0-3-10 Scale = 1:33.4 Plate Offsets (X, Y):[1:Edge,0-0-12], [22:Edge,0-0-12], [23:0-1-8,0-0-12], [24:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 12 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-R Weight: 47 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=13-0-6, 13=13-0-6, 14=13-0-6, 15=13-0-6, 16=13-0-6, 17=13-0-6, 18=13-0-6, 19=13-0-6, 20=13-0-6, 21=13-0-6, 22=13-0-6 Max Grav 12=45 (LC 1), 13=132 (LC 1), 14=150 (LC 1), 15=146 (LC 1), 16=147 (LC 1), 17=147 (LC 1), 18=147 (LC 1), 19=146 (LC 1), 20=147 (LC 1), 21=145 (LC 1), 22=54 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-22=-49/0, 11-12=-39/0, 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, 10-11=-4/0 BOT CHORD 21-22=0/4, 20-21=0/4, 19-20=0/4, 18-19=0/4, 17-18=0/4, 16-17=0/4, 15-16=0/4, 14-15=0/4, 13-14=0/4, 12-13=0/4 WEBS 2-21=-131/0, 3-20=-134/0, 4-19=-133/0, 5-18=-133/0, 6-17=-133/0, 7-16=-134/0, 8-15=-133/0, 9-14=-136/0, 10-13=-122/0 NOTES 1)All plates are 1.5x4 (||) MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2745-A,B,C FLOOR WILLOW GLENN R88858436F02Floor Supported Gable 1 14704843 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 13:07:54 Page: 1 ID:9VbDGia68Am3Xj?hFqhWTRzNWHn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 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 28 27 26 25 24 23 22 21 20 19 18 17 16 15 29 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 -6-14 0-1-8 16-6-14 16-5-6 16-5-6 0-1-8 1-6-0 1-6-0 0-3-10 0-3-10 Scale = 1:34.4 Plate Offsets (X, Y):[1:Edge,0-0-12], [28:Edge,0-0-12], [29:0-1-8,0-0-12], [30:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 15 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-R Weight: 60 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)15=16-6-14, 16=16-6-14, 17=16-6-14, 18=16-6-14, 19=16-6-14, 20=16-6-14, 21=16-6-14, 22=16-6-14, 23=16-6-14, 24=16-6-14, 25=16-6-14, 26=16-6-14, 27=16-6-14, 28=16-6-14 Max Grav 15=7 (LC 1), 16=104 (LC 1), 17=153 (LC 1), 18=145 (LC 1), 19=147 (LC 1), 20=147 (LC 1), 21=147 (LC 1), 22=147 (LC 1), 23=147 (LC 1), 24=147 (LC 1), 25=147 (LC 1), 26=145 (LC 1), 27=154 (LC 1), 28=60 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-28=-55/0, 14-15=0/0, 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, 10-11=-4/0, 11-12=-4/0, 12-13=-4/0, 13-14=-4/0 BOT CHORD 27-28=0/4, 26-27=0/4, 25-26=0/4, 24-25=0/4, 23-24=0/4, 22-23=0/4, 21-22=0/4, 20-21=0/4, 19-20=0/4, 18-19=0/4, 17-18=0/4, 16-17=0/4, 15-16=0/4 WEBS 2-27=-140/0, 3-26=-132/0, 4-25=-134/0, 5-24=-133/0, 6-23=-133/0, 7-22=-133/0, 8-21=-133/0, 9-20=-133/0, 10-19=-134/0, 11-18=-132/0, 12-17=-138/0, 13-16=-101/0 NOTES 1)All plates are 1.5x4 (||) MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2745-A,B,C FLOOR WILLOW GLENN R88858437F04Floor Supported Gable 1 14704843 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 13:07:54 Page: 1 ID:E09Sqi?Vb7VT3iRAbvHyj6zNWFy-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 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 =4x6 =3x10 =1.5x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x10 =1.5x4 =4x6 =3x6 =1.5x4 =1.5x4 =1.5x4 14 13 12 11 10 9 15 16 1 2 3 4 5 6 7 8 16 -6-14 1-6-01-8-62-6-0 0-1-8 16-6-14 16-5-6 16-5-6 0-1-8 1-6-0 1-6-0 0-3-10 0-3-10 Scale = 1:34.4 Plate Offsets (X, Y):[1:Edge,0-0-12], [4:0-1-8,Edge], [5:0-1-8,Edge], [15:0-1-8,0-0-12], [16:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL)-0.19 10-11 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(CT)-0.26 10-11 >751 360 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT)0.05 9 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 67 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) OTHERS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)9=0-5-6, 14= Mechanical Max Grav 9=898 (LC 1), 14=898 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=-102/0, 8-9=-105/0, 1-2=0/0, 2-3=-2328/0, 3-4=-2328/0, 4-5=-2648/0, 5-6=-2353/0, 6-7=-2353/0, 7-8=0/0 BOT CHORD 13-14=0/1443, 12-13=0/2648, 11-12=0/2648, 10-11=0/2648, 9-10=0/1441 WEBS 7-9=-1635/0, 2-14=-1638/0, 7-10=0/1036, 2-13=0/1004, 6-10=-300/0, 3-13=-250/25, 5-10=-562/13, 4-13=-613/0, 4-12=-79/142, 5-11=-110/82 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 2745-A,B,C FLOOR WILLOW GLENN R88858438F05Floor814704843Job 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 13:07:55 Page: 1 ID:T0kHHbJoT6nnBhRA7Ml2mbzNWFY-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 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 =1.5x4 =1.5x4 =3x4 =3x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x10 =1.5x4 =3x6 =4x8 =3x4 =5x6 =1.5x4 =1.5x4 =6x8 =3x6 =4x12 =3x4 =3x10 =1.5x4 =3x6 =3x4 =1.5x4 =1.5x4 =1.5x4 26 25 24 23 22 21 20 19 18 17 16 27 29 28 30910123456781112131415 29-11-12 1-6-00-11-61-7-8 2-0-8 2-4-62-6-0 0-1-8 0-1-8 0-1-8 29-11-12 13-1-10 13-3-2 16-7-2 29-10 -4 0-1-8 0-1-8 1-6-0 1-6-0 0-3-10 0-3-10 Scale = 1:55.4 Plate Offsets (X, Y):[1:Edge,0-0-12], [4:0-1-8,Edge], [9:0-3-0,Edge], [10:0-1-8,Edge], [25:0-1-8,Edge], [27:0-1-8,0-0-12], [28:0-1-8,0-0-12], [29:0-1-8,0-0-12], [30:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL)-0.20 18-20 >986 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.57 Vert(CT)-0.27 18-20 >723 360 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(CT)0.04 16 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 139 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E(flat) BOT CHORD 2x4 DF 1800F 1.6E(flat) WEBS 2x4 HF No.2(flat) OTHERS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)16=0-5-6, 22=0-3-8, 26=0-5-6 Max Grav 16=841 (LC 4), 22=1869 (LC 1), 26=638 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-26=-99/0, 15-16=-103/0, 1-2=0/0, 2-3=-1340/0, 3-4=-1340/0, 4-5=-1190/45, 5-6=-1190/45, 6-8=0/1347, 8-9=0/1344, 9-10=-982/203, 10-11=-2143/0, 11-12=-2144/0, 12-13=-2131/0, 13-14=-2131/0, 14-15=0/0 BOT CHORD 25-26=0/959, 24-25=0/1340, 23-24=0/1338, 22-23=-369/488, 21-22=-203/982, 20-21=-203/982, 18-20=-203/982, 17-18=0/2358, 16-17=0/1334 WEBS 8-22=-185/76, 6-22=-1512/0, 2-26=-1088/0, 6-23=0/903, 2-25=-32/432, 5-23=-159/109, 3-25=-177/28, 4-23=-568/0, 4-24=-9/142, 14-16=-1514/0, 14-17=0/904, 13-17=-253/0, 12-17=-257/50, 12-18=-335/0, 11-18=-437/0, 10-20=-155/0, 10-18=0/1467, 9-21=0/186, 9-22=-2174/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2745-A,B,C FLOOR WILLOW GLENN R88858439F06Floor414704843Job 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 13:07:55 Page: 1 ID:v7LNzO9Kb6SEzl25nhHrGKzNW_z-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 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 =3x4 =3x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x6 =1.5x4 =3x4 =3x4 =1.5x4 12 11 10 9 8 13 14 1 2 3 4 5 6 7 13-1-14 0-9-61-7-82-6-0 0-1-8 0-1-8 13-0-6 13-1-14 0-1-8 1-6-0 1-6-00-3-10 0-3-10 Scale = 1:37 Plate Offsets (X, Y):[1:Edge,0-0-12], [4:0-1-8,Edge], [11:0-1-8,Edge], [13:0-1-8,0-0-12], [14:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.38 Vert(LL)-0.10 9-10 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.66 Vert(CT)-0.18 11-12 >860 360 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT)0.03 8 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) 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)8= Mechanical, 12=0-5-6 Max Grav 8=710 (LC 1), 12=710 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-12=-102/0, 7-8=-101/0, 1-2=0/0, 2-3=-1643/0, 3-4=-1643/0, 4-5=-1635/0, 5-6=-1635/0, 6-7=0/0 BOT CHORD 11-12=0/1094, 10-11=0/1643, 9-10=0/1646, 8-9=0/1096 WEBS 6-8=-1244/0, 2-12=-1242/0, 6-9=0/611, 2-11=0/661, 5-9=-257/64, 3-11=-230/0, 4-9=-334/223, 4-10=-166/57 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 2745-A,B,C FLOOR WILLOW GLENN R88858440F07Floor414704843Job 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 13:07:55 Page: 1 ID:_9u2_qs19K1ZgKbFbd__TgzNW9h-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 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 =3x4 =3x6 =3x6 =1.5x4 =1.5x4 =4x5 =1.5x4 =4x6 =3x6 =3x4 =1.5x4 13 12 11 10 9 8 14 15 1 2 3 4 5 16 6 7 13-1-14 0-9-61-7-82-6-0 0-1-8 10 -1-6 0-1-8 0-1-8 3-0-8 13-1-14 9-10-6 9-11-14 0-1-8 1-6-0 1-6-00-3-10 0-3-10 Scale = 1:37.5 Plate Offsets (X, Y):[1:Edge,0-0-12], [4:0-1-8,Edge], [12:0-1-8,Edge], [14:0-1-8,0-0-12], [15:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL)-0.22 12-13 >545 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(CT)-0.29 12-13 >412 360 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(CT)0.03 8 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 56 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) 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)8=3-2-0, 9=0-3-0, 13=0-5-6 Max Horiz 13=-146 (LC 7) Max Uplift 8=-263 (LC 8), 9=-15 (LC 7), 13=-210 (LC 7) Max Grav 8=800 (LC 3), 9=96 (LC 4), 13=806 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-13=-101/0, 7-8=-108/0, 1-2=-615/554, 2-3=-1833/483, 3-4=-1573/71, 4-5=-1491/0, 5-6=-1711/375, 6-7=-615/615 BOT CHORD 12-13=-301/1208, 11-12=-952/2184, 10-11=-970/2196, 9-10=-2148/2552, 8-9=-2148/2552 WEBS 2-13=-1496/507, 2-12=-739/1134, 6-8=-1500/576, 3-12=-342/203, 4-11=-335/363, 4-10=-951/834, 5-10=-376/238, 6-10=-617/1039 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 210 lb uplift at joint 13, 263 lb uplift at joint 8 and 15 lb uplift at joint 9. 3)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 9-11-10 to 13-1-14 for 990.6 plf. 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 2745-A,B,C FLOOR WILLOW GLENN R88858441F08Floor114704843Job 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 13:07:55 Page: 1 ID:AwIBNfLwQDjneJDqE81mz?zNVwr-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =1.5x4 =3x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x4 =1.5x4 8 7 6 5 1 2 3 4 6-4-0 1-6-01-10 -0 2-6-0 1-6-0 1-6-0 Scale = 1:21.3 Plate Offsets (X, Y):[1:Edge,0-0-12], [2:0-1-8,Edge], [3:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL)-0.04 5-6 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.32 Vert(CT)-0.06 5-6 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT)0.00 5 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 26 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)5= Mechanical, 8= Mechanical Max Grav 5=341 (LC 1), 8=341 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=-84/5, 4-5=-122/0, 1-2=0/0, 2-3=-390/0, 3-4=0/0 BOT CHORD 7-8=0/390, 6-7=0/390, 5-6=0/390 WEBS 3-5=-440/0, 2-8=-476/0, 2-7=0/88, 3-6=-39/37 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 2745-A,B,C FLOOR WILLOW GLENN R88858442F11Floor414704843Job 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 13:07:56 Page: 1 ID:B5YTwW4O4zA3i7bEg1NHhNzNWDG-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 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) =4x5 =4x5 =4x5 =4x5 14 13 12 11 10 9 8 1 2 3 4 5 6 7 6-4-0 0-9-120-8-4 1-6-0 1-1-12 1-8-4 1-6-0 1-6-0 Scale = 1:25.4 Plate Offsets (X, Y):[1:Edge,0-1-8], [7:0-1-8,Edge], [9:0-1-8,Edge], [13:0-1-8,Edge], [14: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 0.17 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horiz(TL)0.00 11 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) 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)8=6-4-0, 9=6-4-0, 10=6-4-0, 11=6-4-0, 12=6-4-0, 13=6-4-0, 14=6-4-0 Max Uplift 8=-961 (LC 8), 9=-938 (LC 7), 13=-874 (LC 8), 14=-887 (LC 7) Max Grav 8=973 (LC 5), 9=1004 (LC 6), 10=65 (LC 1), 11=136 (LC 1), 12=132 (LC 1), 13=925 (LC 5), 14=911 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=-906/890, 7-8=-970/963, 1-2=-798/800, 2-3=-524/526, 3-4=-359/361, 4-5=-106/117, 5-6=-435/405, 6-7=-640/639 BOT CHORD 13-14=-305/305, 12-13=-526/524, 11-12=-361/359, 10-11=-108/106, 9-10=-437/435, 8-9=-225/225 WEBS 2-13=-102/0, 5-10=-59/0, 6-9=-130/0, 3-12=-120/0, 4-11=-123/0, 1-13=-1224/1221, 7-9=-1174/1171 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 887 lb uplift at joint 14, 961 lb uplift at joint 8, 874 lb uplift at joint 13 and 938 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 6-4-0 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 2745-A,B,C FLOOR WILLOW GLENN R88858443F12Floor Supported Gable 1 14704843 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 13:07:56 Page: 1 ID:3x_i6eT4bVvZlwr?RmOPvwzNW7b-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 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 =8x12 =7x8 =1.5x4 =1.5x4 18 17 16 15 14 13 12 11 10 19 20 1 2 3 4 5 6 7 8 9 9-11-6 1-1-12 0-1-8 9-11-6 9-9-14 9-9-14 0-1-8 1-6-0 1-6-0 0-3-10 0-3-10 Scale = 1:30.8 Plate Offsets (X, Y):[1:Edge,0-1-8], [17:0-1-8,Edge], [19:0-1-8,0-0-12], [20:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.62 Horiz(TL)-0.01 10 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 39 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)10=9-11-6, 11=9-11-6, 12=9-11-6, 13=9-11-6, 14=9-11-6, 15=9-11-6, 16=9-11-6, 17=9-11-6, 18=9-11-6 Max Uplift 10=-4 (LC 1), 17=-2484 (LC 8), 18=-2506 (LC 7) Max Grav 10=-1 (LC 7), 11=120 (LC 1), 12=152 (LC 1), 13=145 (LC 1), 14=147 (LC 1), 15=147 (LC 1), 16=143 (LC 1), 17=2555 (LC 5), 18=2530 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-2525/2509, 9-10=0/4, 1-2=-2297/2297, 2-3=-2022/1990, 3-4=-1702/1702, 4-5=-1382/1382, 5-6=-1062/1062, 6-7=-742/742, 7-8=-422/422, 8-9=-102/102 BOT CHORD 17-18=-305/305, 16-17=-2022/2022, 15-16=-1702/1702, 14-15=-1382/1382, 13-14=-1062/1062, 12-13=-742/742, 11-12=-422/422, 10-11=-102/102 WEBS 2-17=-146/0, 3-16=-130/0, 4-15=-134/0, 5-14=-133/0, 6-13=-132/0, 7-12=-138/0, 8-11=-109/0, 1-17=-3429/3429 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 2506 lb uplift at joint 18, 4 lb uplift at joint 10 and 2484 lb uplift at joint 17. 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 9-11-6 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. 9)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2745-A,B,C FLOOR WILLOW GLENN R88858444F13Floor Supported Gable 1 14704843 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 13:07:56 Page: 1 ID:LflnA9KUzJx1sJ4lNJB7YuzNW94-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 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 =1.5x4 =1.5x4 =3x4 =3x4 =3x4 =1.5x4 =1.5x4 =4x5 =4x5 =3x10 =3x6 =6x12 =4x8 =2x6 =1.5x4 =3x10 =3x10 =1.5x4 =3x4 =4x12 =1.5x4 =4x8 =3x6 =1.5x4 =1.5x4 =1.5x4 25 24 23 22 21 20 19 18 17 16 26 28 27 29789123456101112131415 29-11-12 1-5-81-7-8 1-6-3 1-6-3 2-4-62-6-0 2-7-8 0-1-8 29-11-12 0-1-8 0-1-8 10-1-2 10 -2-10 19-7-10 29-10-4 0-1-8 0-1-8 1-6-0 1-6-0 0-3-10 0-3-10 Scale = 1:55.4 Plate Offsets (X, Y):[1:Edge,0-0-12], [9:0-3-0,Edge], [21:0-1-8,Edge], [23:0-1-8,Edge], [24:0-1-8,Edge], [26:0-1-8,0-0-12], [27:0-1-8,0-0-12], [28:0-1-8,0-0-12], [29:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL)-0.29 18-20 >798 480 M18AHS 169/162 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(CT)-0.40 18-20 >587 360 MT20 185/148 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT)0.06 16 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 138 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E(flat) BOT CHORD 2x4 DF 1800F 1.6E(flat) WEBS 2x4 HF No.2(flat) OTHERS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)16=0-5-6, 22=0-5-8, 25=0-5-6 Max Grav 16=1018 (LC 7), 22=1833 (LC 1), 25=528 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-25=-93/0, 15-16=-103/0, 1-2=0/0, 2-3=-873/349, 3-4=-873/349, 4-5=-873/349, 5-6=0/1184, 6-8=0/1191, 8-9=-2829/0, 9-10=-2845/0, 10-11=-3459/0, 11-12=-3459/0, 12-13=-2793/0, 13-14=-2793/0, 14-15=0/0 BOT CHORD 24-25=-68/756, 23-24=-349/873, 22-23=-760/397, 21-22=0/1123, 20-21=0/2829, 18-20=0/2829, 17-18=0/3350, 16-17=0/1665 WEBS 6-22=-349/0, 5-22=-850/0, 2-25=-858/77, 2-24=-319/134, 3-24=-75/124, 4-23=-461/0, 5-23=0/922, 14-16=-1890/0, 14-17=0/1279, 13-17=-252/0, 12-17=-633/0, 12-18=0/194, 11-18=-343/0, 10-20=-141/0, 10-18=0/859, 8-22=-2156/0, 8-21=0/2020, 9-21=-768/0 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2745-A,B,C FLOOR WILLOW GLENN R88858445F14Floor514704843Job 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 13:07:56 Page: 1 ID:jkcw4SkdWXbdtXxRgUtfxkzNVgs-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f NO PARTITION WALLS MAY BE LOCATED ON PANELS GREATER THAN 30" June 23,2025 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 =1.5x4 =1.5x4 =3x4 =3x4 =3x4 =1.5x4 =1.5x4 =3x6 =4x6 =3x6 =5x10 =1.5x4 =5x10 =4x8 =4x5 =1.5x4 =1.5x4 =3x4 =3x4 =4x8 =1.5x4 =4x8 =3x6 =1.5x4 =1.5x4 =1.5x4 25 24 23 22 21 20 19 18 17 16 26 28 27 29 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29-11-12 1-5-121-6-01-3-2 1-10-12 2-4-2 2-6-0 0-1-8 0-1-8 0-1-8 29-11-12 10-1-2 10 -2-10 19-7-10 29-10-4 0-1-8 0-1-8 1-6-0 1-6-0 0-3-10 0-3-10 Scale = 1:55.4 Plate Offsets (X, Y): [1:Edge,0-0-12], [6:0-3-0,Edge], [18:0-1-8,Edge], [19:0-1-8,Edge], [21:0-4-8,Edge], [23:0-1-8,Edge], [24:0-1-8,Edge], [26:0-1-8,0-0-12], [27:0-1-8,0-0-12], [28:0-1-8,0-0-12], [29:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL)-0.36 17-18 >644 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(CT)-0.51 17-18 >462 360 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT)0.05 16 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 131 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E(flat) BOT CHORD 2x4 DF 1800F 1.6E(flat) WEBS 2x4 HF No.2(flat) OTHERS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)16=0-5-6, 22=0-5-8, 25=0-5-6 Max Uplift 25=-32 (LC 4) Max Grav 16=981 (LC 7), 22=1958 (LC 1), 25=462 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-25=-104/0, 15-16=-102/0, 1-2=0/0, 2-3=-690/352, 3-4=-690/352, 4-5=-690/352, 5-6=0/1619, 6-7=-729/85, 7-9=-729/85, 9-10=-3028/0, 10-11=-3028/0, 11-12=-3028/0, 12-13=-2661/0, 13-14=-2661/0, 14-15=0/0 BOT CHORD 24-25=-138/631, 23-24=-352/690, 22-23=-908/131, 21-22=-1619/0, 19-21=0/2065, 18-19=0/3028, 17-18=0/3149, 16-17=0/1605 WEBS 6-22=-1284/0, 2-25=-716/157, 14-16=-1821/0, 14-17=0/1199, 13-17=-228/0, 12-17=-553/0, 3-24=-44/184, 4-23=-375/0, 2-24=-307/86, 5-23=0/981, 5-22=-1132/0, 10-19=-410/0, 9-19=0/1196, 9-21=-1575/0, 7-21=-281/0, 6-21=0/2268, 11-18=-91/89, 12-18=-425/241 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 lb uplift at joint 25. 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 2745-A,B,C FLOOR WILLOW GLENN R88858446F14AFloor214704843Job 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 13:07:57 Page: 1 ID:jkcw4SkdWXbdtXxRgUtfxkzNVgs-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =1.5x4 =3x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x4 =3x4 =1.5x4 9 8 7 6 1 2 3 4 5 7-8-6 0-8-61-6-02-6-0 1-6-0 1-6-0 Scale = 1:22.4 Plate Offsets (X, Y):[1:Edge,0-0-12], [2:0-1-8,Edge], [7:0-1-8,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 0.39 Vert(LL)-0.04 6-7 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.24 Vert(CT)-0.06 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT)0.01 6 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH 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)6= Mechanical, 9= Mechanical Max Grav 6=417 (LC 1), 9=417 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-9=-115/0, 5-6=-104/0, 1-2=0/0, 2-3=-566/0, 3-4=-566/0, 4-5=0/0 BOT CHORD 8-9=0/566, 7-8=0/566, 6-7=0/557 WEBS 4-6=-632/0, 2-9=-639/0, 4-7=-79/199, 2-8=-10/54, 3-7=-116/67 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 2745-A,B,C FLOOR WILLOW GLENN R88858447F17Floor514704843Job 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 13:07:57 Page: 1 ID:pgw_ln?_wVdJG0aKUBjztgzNVce-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =1.5x4 =3x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x4 =3x4 =4x5 =4x5 =1.5x4 11 10 9 8 7 1 2 3 4 5 6 10 -10 -4 1-6-0 1-10-0 1-10-122-6-0 0-2-12 9-0-0 1-10 -4 10-10-4 8-9-4 8-9-4 1-6-0 1-6-0 Scale = 1:37.4 Plate Offsets (X, Y):[1:Edge,0-0-12], [2:0-1-8,Edge], [5:0-1-8,Edge], [7:Edge,0-1-8], [8:0-1-8,Edge], [9:0-1-8,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 0.59 Vert(LL)0.12 8-9 >877 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.44 Vert(CT)0.11 8-9 >929 360 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(CT)0.01 8 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 44 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)8=0-5-8, 11= Mechanical Max Uplift 11=-22 (LC 4) Max Grav 8=1400 (LC 1), 11=437 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-11=-135/0, 6-7=-627/0, 1-2=0/0, 2-3=-624/177, 3-4=-624/177, 4-5=0/934, 5-6=0/0 BOT CHORD 10-11=-177/624, 9-10=-177/624, 8-9=-512/472, 7-8=-934/0 WEBS 5-8=-892/0, 5-7=0/1130, 4-8=-1004/0, 2-11=-704/200, 4-9=0/591, 2-10=-83/73, 3-9=-222/0 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 22 lb uplift at joint 11. 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: 7-11=-10, 1-6=-100 Concentrated Loads (lb) Vert: 6=-546 Job Truss Truss Type Qty Ply CENTURY 2745-A,B,C FLOOR WILLOW GLENN R88858448F19Floor914704843Job 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 13:07:57 Page: 1 ID:Tk3eHPSBqlSzxFS2D_0D53zNV9e-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =1.5x4 =3x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x6 =4x5 =4x6 =4x6 =1.5x4 11 10 9 8 7 1 2 3 4 5 6 10 -10 -4 1-6-0 1-10-0 1-10-122-6-0 0-2-12 9-0-0 1-10 -4 10-10-4 8-9-4 8-9-4 1-6-0 1-6-0 Scale = 1:37.4 Plate Offsets (X, Y):[1:Edge,0-0-12], [2:0-1-8,Edge], [5:0-1-8,Edge], [7:Edge,0-1-8], [8:0-1-8,Edge], [9:0-1-8,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)0.15 8-9 >719 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.52 Vert(CT)0.15 8-9 >704 360 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(CT)0.01 8 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 44 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)8=0-5-8, 11= Mechanical Max Uplift 11=-66 (LC 4) Max Grav 8=1633 (LC 1), 11=425 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-11=-142/0, 6-7=-814/0, 1-2=0/0, 2-3=-594/286, 3-4=-594/286, 4-5=0/1212, 5-6=0/0 BOT CHORD 10-11=-286/594, 9-10=-286/594, 8-9=-707/419, 7-8=-1212/0 WEBS 5-8=-1086/0, 5-7=0/1466, 4-8=-1099/0, 2-11=-671/323, 4-9=0/697, 2-10=-108/66, 3-9=-262/0 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 66 lb uplift at joint 11. 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: 7-11=-10, 1-6=-100 Concentrated Loads (lb) Vert: 6=-735 Job Truss Truss Type Qty Ply CENTURY 2745-A,B,C FLOOR WILLOW GLENN R88858449F20Floor Girder 2 14704843 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 13:07:58 Page: 1 ID:q6iNWxuq5i1GIFHL0naVolzNV2d-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 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 =2x4 =2x6 =2x4 =2x6 =2x4 =2x6 =2x6 =4x8 =7x8 =10x16 =5x8 =2x6 16 15 14 13 12 11 10 9 1 2 3 4 5 6 7 8 10-10-4 1-8-122-1-12 1-10-4 10-10 -4 9-0-0 9-0-0 1-6-0 1-6-0 Scale = 1:30.8 Plate Offsets (X, Y):[8:0-3-0,Edge], [9:Edge,0-1-8], [11:0-1-8,Edge], [16: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 0.60 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 0.53 Horiz(TL)-0.01 10 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 58 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: 10-11,9-10. REACTIONS (size)10=9-0-0, 11=9-0-0, 12=9-0-0, 13=9-0-0, 14=9-0-0, 15=9-0-0, 16=9-0-0 Max Uplift 11=-688 (LC 4) Max Grav 10=4050 (LC 1), 11=1520 (LC 3), 12=995 (LC 1), 13=1170 (LC 3), 14=1106 (LC 1), 15=1225 (LC 3), 16=427 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-16=-422/0, 8-9=-1149/0, 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 BOT CHORD 15-16=0/0, 14-15=0/0, 13-14=0/0, 12-13=0/0, 11-12=0/0, 10-11=-1618/0, 9-10=-1618/0 WEBS 7-10=-4005/0, 2-15=-1210/0, 3-14=-1093/0, 4-13=-1156/0, 5-12=-977/0, 6-11=-1675/0, 7-9=0/1983, 7-11=0/1869 NOTES 1)Unbalanced floor live loads have been considered for this design. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 688 lb uplift at joint 11. 5)N/A 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 9-16=-10, 1-8=-835 Concentrated Loads (lb) Vert: 8=-546 Job Truss Truss Type Qty Ply CENTURY 2745-A,B,C FLOOR WILLOW GLENN R88858450F21Floor Supported Gable 1 14704843 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 13:07:58 Page: 1 ID:UMEChIhAp5JVAwFeBPr7EazNV82-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 5)Non Standard bearing condition. Review required. June 23,2025 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 =5x6 =1.5x4 =2x6 =3x4 =6x8 =3x6 =2x6 9 8 7 6 1 10 2 11 3 12 4 13 5 8-6-0 0-6-0 2-6-0 1-6-0 1-6-0 Scale = 1:26.7 Plate Offsets (X, Y):[2:0-3-0,Edge], [3:0-3-0,Edge], [5:0-3-0,Edge], [7:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL)-0.07 6-7 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.59 Vert(CT)-0.14 6-7 >727 360 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(CT)0.02 6 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 45 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)6=0-5-8, 9= Mechanical Max Grav 6=1005 (LC 4), 9=975 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-9=-294/0, 5-6=-184/0, 1-2=0/0, 2-3=-1487/0, 3-4=-1487/0, 4-5=0/0 BOT CHORD 8-9=0/1487, 7-8=0/1487, 6-7=0/1555 WEBS 4-6=-1747/0, 2-9=-1663/0, 4-7=-118/467, 2-8=-51/57, 3-7=-115/53 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)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 322 lb down at 1-0-0, 321 lb down at 3-0-0, and 321 lb down at 5-0-0, and 321 lb down at 7-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 5)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: 6-9=-10, 1-5=-100 Concentrated Loads (lb) Vert: 10=-245 (F), 11=-241 (F), 12=-241 (F), 13=-241 (F) Job Truss Truss Type Qty Ply CENTURY 2745-A,B,C FLOOR WILLOW GLENN R88858451F22Floor Girder 1 14704843 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 13:07:58 Page: 1 ID:CN4vVKH24CJfEkOVA5AGtzzNWD?-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 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 =4x8 =4x12 =8x12 =2x4 =4x5 =M18AHS 10x18 =6x8 =2x4 =2x4 =4x5 =4x5 =6x8 =8x12 =4x12 =4x8 =3x4 18 19 17 16 15 20 14 21 22 13 23 12 1 2 3 4 5 6 7 8 9 10 11 16-1-8 0-6-01-7-81-9-0 1-5-14 1-5-14 Scale = 1:30.5 Plate Offsets (X, Y):[2:0-4-8,0-2-0], [8:0-4-0,0-4-4], [10:0-4-8,0-2-0], [13:0-3-12,0-4-8], [15:0-3-8,0-4-8], [17:0-4-8,0-4-12] 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 0.89 Vert(LL)-0.34 14-15 >559 480 M18AHS 169/162 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(CT)-0.46 14-15 >411 360 MT20 185/148 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT)0.07 12 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 269 lb FT = 10% LUMBER TOP CHORD 2x6 DF No.2 BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF No.2 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)12=0-3-8, 18=0-5-8 Max Grav 12=8335 (LC 1), 18=6756 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-404/0, 11-12=-404/0, 1-2=-775/0, 2-3=-19839/0, 3-4=-19839/0, 4-5=-27601/0, 5-6=-27601/0, 6-7=-27601/0, 7-9=-20023/0, 9-10=-20023/0, 10-11=-764/0 BOT CHORD 17-18=0/10600, 15-17=0/24604, 14-15=0/27601, 13-14=0/24683, 12-13=0/10702 WEBS 10-12=-11314/0, 2-18=-11184/0, 10-13=0/10610, 2-17=0/10517, 9-13=0/591, 3-17=0/544, 7-13=-5306/0, 4-17=-5424/0, 7-14=0/4304, 4-15=0/4336, 5-15=-1092/1253, 6-14=-841/1431 NOTES 1)3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-6-0 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. 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)All plates are MT20 plates unless otherwise indicated. 5)The Fabrication Tolerance at joint 16 = 10%, joint 8 = 10% 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)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 888 lb down at 2-0-0, 693 lb down at 2-0-0, 888 lb down at 4-0-0, 693 lb down at 4-0-0, 888 lb down at 6-0-0, 693 lb down at 6-0-0, 693 lb down at 7-6-0, 888 lb down at 8-0-0, 693 lb down at 8-9-0, 888 lb down at 10-0-0, 693 lb down at 10-0-0, 888 lb down at 12-0-0, 693 lb down at 12-0-0, 888 lb down at 14-0-0, 693 lb down at 14-0-0, and 893 lb down at 15-11-12, and 698 lb down at 15-11-12 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) Vert: 16=-1581 (F=-693, B=-888), 12=-1591 (F=-698, B=-893), 13=-1581 (F=-693, B=-888), 17=-1581 (F=-693, B=-888), 15=-693 (F), 19=-1581 (F=-693, B=-888), 20=-888 (B), 21=-693 (F), 22=-1581 (F=-693, B=-888), 23=-1581 (F=-693, B=-888) Job Truss Truss Type Qty Ply CENTURY 2745-A,B,C FLOOR WILLOW GLENN R88858452FX03Floor Girder 1 34704843 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 13:07:58 Page: 1 ID:Cig9K2EDNLi?CuQaB7IadCzNVt7-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 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 =5x6 =3x6 =3x10 =1.5x4 =3x4 =3x6 =5x8 =2x4 11 12 9 10 8 7 6 1 2 3 4 5 8-9-8 0-2-0 2-1-82-6-0 1-5-14 1-5-14 Scale = 1:26.5 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)-0.08 6-7 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(CT)-0.11 6-7 >898 360 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(CT)0.01 6 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 85 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF No.2 WEBS 2x4 HF No.2 *Except* 9-1,6-5:2x6 DF No.2 BRACING TOP CHORD Sheathed or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)6=0-5-8, 9=0-3-8 Max Grav 6=2446 (LC 1), 9=4070 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-9=-185/0, 5-6=-140/0, 1-2=-449/0, 2-3=-4794/0, 3-4=-4794/0, 4-5=-702/0 BOT CHORD 8-9=0/4794, 7-8=0/4794, 6-7=0/3365 WEBS 4-6=-2876/0, 2-9=-4660/0, 4-7=0/1592, 2-8=0/862, 3-7=0/721 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: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 2-8 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)Unbalanced floor live loads have been considered for this design. 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) 1474 lb down at 0-2-12, 331 lb down at 1-3-8, 700 lb down at 1-3-8, 331 lb down at 3-3-8, 700 lb down at 3-3-8, 331 lb down at 5-3-8, 700 lb down at 5-3-8, and 331 lb down at 7-3-8, and 700 lb down at 7-3-8 on bottom chord. The design/selection of such connection device (s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 6-9=-10, 1-5=-100 Concentrated Loads (lb) Vert: 9=-1474 (B), 8=-1031 (F=-700, B=-331), 10=-1031 (F=-700, B=-331), 11=-1031 (F=-700, B=-331), 12=-1031 (F=-700, B=-331) Job Truss Truss Type Qty Ply CENTURY 2745-A,B,C FLOOR WILLOW GLENN R88858453FX09Floor Girder 1 24704843 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 13:07:59 Page: 1 ID:Rd8HWgjtGRPz9RCVjIYjwLzNVtn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 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 =1.5x4 =1.5x4 =3x10 =1.5x4 =4x12 =3x4 =4x8 =1.5x4 =3x6 =3x6 =1.5x4 14 13 12 11 15 10 9 1 2 3 4 5 6 7 8 16-5-6 1-6-01-6-0 1-7-14 2-6-0 0-1-8 16-6-14 0-9-0 2-10-0 0-9-0 3-7-0 2-1-0 2-1-0 12-10-6 16 -5-6 0-1-8 1-5-14 1-5-14 Scale = 1:37.3 Plate Offsets (X, Y):[3:0-3-8,0-1-8] 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 0.70 Vert(LL)-0.23 10-11 >827 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(CT)-0.33 10-11 >594 360 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT)0.04 9 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 131 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 DF 1800F 1.6E WEBS 2x4 HF No.2 *Except* 9-8:2x6 DF No.2 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)9=0-5-6, 14= Mechanical Max Grav 9=1268 (LC 1), 14=1479 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=0/264, 8-9=-151/0, 1-2=0/86, 2-3=-2899/0, 3-4=-5772/0, 4-5=-5772/0, 5-6=-4379/0, 6-7=-4379/0, 7-8=-74/0 BOT CHORD 13-14=0/2899, 12-13=0/2899, 11-12=0/2899, 10-11=0/5365, 9-10=0/2561 WEBS 2-13=0/1042, 3-12=-1225/0, 2-14=-3575/0, 7-9=-2716/0, 7-10=0/1995, 6-10=-246/0, 5-10=-1083/0, 5-11=0/447, 4-11=-476/0, 3-11=0/3400 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)Refer to girder(s) for truss to truss connections. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 965 lb down at 6-5-12 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: 9-14=-10, 1-8=-100 Concentrated Loads (lb) Vert: 15=-965 (F) Job Truss Truss Type Qty Ply CENTURY 2745-A,B,C FLOOR WILLOW GLENN R88858454FX10Floor Girder 1 24704843 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 13:07:59 Page: 1 ID:2yB0siDne2L5pA23__XYqVzNWAW-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =1.5x4 =4x6 =3x4 =3x4 =1.5x4 =5x6 =3x10 =5x8 =4x12 =2x4 =4x12 =4x6 =5x6 =6x16 =4x5 =3x10 =1.5x4 =3x4 =3x4 =4x12 =1.5x4 =5x8 =5x6 =2x4 24 25 23 22 26 27 21 28 20 19 18 17 31 32 33 16 34 35 15 29 30 5 6 74 8123 9 10 11 12 13 14 29-8-12 1-6-01-6-01-8-5 1-8-5 1-9-102-1-6 2-1-42-1-6 2-6-0 0-1-8 10-5-6 0-1-8 29-11-12 0-9-0 19 -7-10 0-9-0 18-10-10 0-1-8 0-1-8 3-6-6 13-11-12 4-1-14 18-1-10 10 -2-6 10-3-14 10 -2-10 29 -10 -4 0-1-8 0-1-8 1-5-14 1-5-14 Scale = 1:51.8 Plate Offsets (X, Y):[7:0-4-8,0-2-0], [16:0-3-8,0-2-0], [19:0-6-12,0-3-0], [22:0-3-8,0-1-8] 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 0.66 Vert(LL)-0.39 16-17 >604 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(CT)-0.49 16-17 >480 360 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(CT)0.03 15 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 299 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E *Except* 4-8:2x6 DF 2400F 2.0E BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF No.2 *Except* 24-1,15-14:2x6 DF No.2 BRACING TOP CHORD Sheathed or 4-4-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)15=0-5-6, 21=10-5-6, 22=10-5-6, 23=10-5-6, 24=10-5-6 Max Uplift 22=-2786 (LC 4) Max Grav 15=2738 (LC 4), 21=7456 (LC 1), 22=612 (LC 3), 23=1904 (LC 8), 24=3429 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-24=-93/0, 14-15=-168/0, 1-2=-100/10, 2-3=0/1105, 3-5=0/1109, 5-6=0/9667, 6-7=0/9667, 7-9=-4355/0, 9-10=-9254/0, 10-11=-9254/0, 11-12=-9672/0, 12-13=-9672/0, 13-14=-490/0 BOT CHORD 23-24=-530/79, 22-23=-1105/0, 21-22=-5847/0, 19-21=-2824/0, 18-19=0/9254, 17-18=0/9254, 16-17=0/10022, 15-16=0/5540 WEBS 6-21=-1315/0, 9-18=0/1782, 10-17=-75/457, 7-21=-7381/0, 13-15=-5455/0, 13-16=0/4484, 12-16=-244/0, 3-23=-288/0, 2-24=-6/601, 2-23=-852/0, 4-22=-196/129, 5-22=0/5218, 5-21=-4337/0, 11-16=-1069/311, 11-17=-1482/661, 7-19=0/7665, 8-19=-244/158, 9-19=-5638/0 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-6-0 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 9-18 2x4 - 2 rows staggered at 0-2-0 oc, Except member 10-17 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)The Fabrication Tolerance at joint 20 = 10% 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2786 lb uplift at joint 22. 6)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. 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. 8)CAUTION, Do not erect truss backwards. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3125 lb down at 0-2-12, 407 lb down at 1-11-14, 709 lb down at 3-11-14, 407 lb down at 5-11-14, 407 lb down at 7-11-14, 407 lb down at 8-11-14, 427 lb down and 32 lb up at 11-11-14, 427 lb down and 32 lb up at 13-11-14, 427 lb down and 32 lb up at 15-11-14, 415 lb down and 76 lb up at 16-10-2, 427 lb down and 32 lb up at 17-11-14, 427 lb down and 32 lb up at 19-11-14, 427 lb down and 32 lb up at 21-11-14, 415 lb down and 76 lb up at 23-1-10, 427 lb down and 32 lb up at 23-11-14, and 427 lb down and 32 lb up at 25-11-14, and 427 lb down and 32 lb up at 27-11-14 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: 15-24=-10, 1-14=-100 Concentrated Loads (lb) Job Truss Truss Type Qty Ply CENTURY 2745-A,B,C FLOOR WILLOW GLENN R88858455FX15Floor Girder 1 24704843 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 13:07:59 Page: 1 ID:4zruGzRcN7WsY?P407FbY7zNUuu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. June 23,2025 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: 20=-427 (F), 24=-3125 (F), 18=-427 (F), 17=-427 (F), 23=-407 (F), 22=-407 (F), 25=-407 (F), 26=-407 (F), 27=-407 (F), 28=-427 (F), 29=-427 (F), 30=-415 (F), 31=-427 (F), 32=-415 (F), 33=-427 (F), 34=-427 (F), 35=-427 (F) Job Truss Truss Type Qty Ply CENTURY 2745-A,B,C FLOOR WILLOW GLENN R88858455FX15Floor Girder 1 24704843 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 13:07:59 Page: 2 ID:4zruGzRcN7WsY?P407FbY7zNUuu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 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 =4x5 =1.5x4 =4x12 =3x10 =2x4 7 6 5 1 2 3 4 7-8-6 2-3-5 1-5-14 1-5-14 Scale = 1:21.3 Plate Offsets (X, Y):[6:0-2-12,0-2-0] Loading (psf)Spacing 1-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL)-0.05 6-7 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(CT)-0.06 6-7 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(CT)0.02 5 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-P Weight: 62 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E BOT CHORD 2x4 HF No.2 WEBS 2x4 HF 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= Mechanical, 7= Mechanical Max Grav 5=2753 (LC 1), 7=2753 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-7=-763/0, 4-5=-2706/0, 1-2=0/0, 2-3=-4062/0, 3-4=-4062/0 BOT CHORD 6-7=0/3952, 5-6=0/0 WEBS 2-7=-4409/0, 2-6=0/123, 3-6=-1995/0, 4-6=0/4483 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 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)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. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 5-7=-5, 1-4=-738 Job Truss Truss Type Qty Ply CENTURY 2745-A,B,C FLOOR WILLOW GLENN R88858456FX16Floor Girder 1 24704843 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 13:08:00 Page: 1 ID:E3BP4FfsC5QflKijfXhe33zNVbo-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 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 =2x4 =1.5x4 =3x4 =3x4 =2x4 =4x12 =3x10 =2x4 =4x5 =1.5x4 13 12 11 10 9 8 1 2 3 4 5 6 7 10-10-4 0-6-101-6-0 1-6-1 1-6-122-2-0 0-3-0 9-3-0 1-7-4 10-10-4 9-0-0 9-0-0 1-5-14 1-5-14 Scale = 1:39.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL)0.00 10-11 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.21 Vert(CT)0.00 10-11 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(CT)0.00 9 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 104 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF No.2 WEBS 2x4 HF No.2 *Except* 5-10:2x8 DF SS 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=9-0-0, 10=9-0-0, 11=9-0-0, 12=9-0-0, 13=9-0-0 Max Uplift 10=-82 (LC 4), 11=-158 (LC 4), 13=-7 (LC 4) Max Grav 9=3112 (LC 1), 10=2834 (LC 3), 11=194 (LC 3), 12=296 (LC 1), 13=105 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-13=-111/0, 7-8=-1021/0, 1-2=-20/0, 2-3=0/85, 3-4=0/85, 4-5=0/944, 5-6=0/944, 6-7=0/28 BOT CHORD 12-13=-85/0, 11-12=-85/0, 10-11=-439/0, 9-10=-1329/0, 8-9=-1329/0 WEBS 6-8=0/1522, 3-11=-158/0, 2-12=-289/0, 2-13=0/111, 6-9=-2406/0, 5-10=-380/154, 6-10=0/616, 4-11=0/426, 4-10=-691/0 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 0-2-0 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, 2x8 - 2 rows staggered at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 lb uplift at joint 11, 7 lb uplift at joint 13 and 82 lb uplift at joint 10. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION, Do not erect truss backwards. 7)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 546 lb down at 10-8-8 on top chord, and 2465 lb down at 7-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 8-13=-10, 1-5=-100, 5-7=-625 Concentrated Loads (lb) Vert: 7=-546 (F), 10=-2465 (F) Job Truss Truss Type Qty Ply CENTURY 2745-A,B,C FLOOR WILLOW GLENN R88858457FX18Floor Girder 1 24704843 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 13:08:00 Page: 1 ID:Ik5cv6HzIR57Beosak3sKbzNUxg-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 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 .