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HomeMy WebLinkAboutWillow Glenn 1797 Floor Stamped Engineering400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 MiTek, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Arlington, WA). June 19,2025 Zhao, Xiaoming Pages or sheets covered by this seal: R88795824 thru R88795840 My license renewal date for the state of Washington is September 28, 2025. 4704764 CENTURY 1797 A,B,C, FLOOR WG IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =1.5x4 =3x4 =3x6 =3x6 =1.5x4 =1.5x4 =3x4 =3x10 =1.5x4 =3x6 =3x4 =1.5x4 12 11 10 9 8 1 2 3 4 5 6 7 14-10-14 1-9-62-6-0 1-6-0 1-6-0 Scale = 1:28.6 Plate Offsets (X, Y):[1:Edge,0-0-12], [4:0-1-8,Edge], [11:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL)-0.25 9-10 >710 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(CT)-0.31 9-10 >571 360 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT)0.03 8 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 61 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 DF 1800F 1.6E(flat) WEBS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)8= Mechanical, 12=0-3-14 Max Grav 8=813 (LC 1), 12=813 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-12=-107/0, 7-8=-105/0, 1-2=0/0, 2-3=-2100/0, 3-4=-2100/0, 4-5=-2052/0, 5-6=-2052/0, 6-7=0/0 BOT CHORD 11-12=0/1292, 10-11=0/2100, 9-10=0/2100, 8-9=0/1284 WEBS 6-8=-1458/0, 2-12=-1466/0, 6-9=0/871, 2-11=0/939, 5-9=-320/0, 3-11=-306/0, 4-9=-379/180, 4-10=-161/27 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 1797 A,B,C, FLOOR WG R88795824F01Floor1614704764Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 18 16:01:17 Page: 1 ID:KtGn9UFx20_kFMRYM17xMDyZmfr-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 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 25 24 23 22 21 20 19 18 17 16 15 14 1 2 3 4 5 6 7 8 9 10 11 12 13 14-10-14 1-6-0 1-6-0 Scale = 1:28.6 Plate Offsets (X, Y):[1:Edge,0-0-12], [14:0-1-14,Edge], [25:Edge,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 14 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-R Weight: 54 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) OTHERS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)14=14-10-14, 15=14-10-14, 16=14-10-14, 17=14-10-14, 18=14-10-14, 19=14-10-14, 20=14-10-14, 21=14-10-14, 22=14-10-14, 23=14-10-14, 24=14-10-14, 25=14-10-14 Max Grav 14=83 (LC 1), 15=158 (LC 1), 16=144 (LC 1), 17=147 (LC 1), 18=146 (LC 1), 19=147 (LC 1), 20=147 (LC 1), 21=147 (LC 1), 22=147 (LC 1), 23=147 (LC 1), 24=146 (LC 1), 25=67 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-25=-58/0, 13-14=0/21, 1-2=-9/0, 2-3=-9/0, 3-4=-9/0, 4-5=-9/0, 5-6=-9/0, 6-7=-9/0, 7-8=-9/0, 8-9=-9/0, 9-10=-9/0, 10-11=-9/0, 11-12=-9/0, 12-13=-3/0 BOT CHORD 24-25=0/9, 23-24=0/9, 22-23=0/9, 21-22=0/9, 20-21=0/9, 19-20=0/9, 18-19=0/9, 17-18=0/9, 16-17=0/9, 15-16=0/9, 14-15=0/9 WEBS 2-24=-136/0, 3-23=-133/0, 4-22=-133/0, 5-21=-133/0, 6-20=-133/0, 7-19=-133/0, 8-18=-133/0, 9-17=-134/0, 10-16=-131/0, 11-15=-142/0, 12-14=-98/0 NOTES 1)All plates are 1.5x4 (||) MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 1797 A,B,C, FLOOR WG R88795825F02Floor Supported Gable 2 14704764 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 18 16:01:18 Page: 1 ID:V_RxSFOrSONA32nfWrqWIXyZmfg-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 8 7 6 5 1 2 3 4 3-5-10 1-6-0 1-6-0 Scale = 1:23.7 Plate Offsets (X, Y):[1:Edge,0-0-12], [8:Edge,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 5 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-R Weight: 14 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 3-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)5=3-5-10, 6=3-5-10, 7=3-5-10, 8=3-5-10 Max Grav 5=33 (LC 1), 6=116 (LC 1), 7=160 (LC 1), 8=59 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=-54/0, 4-5=-27/0, 1-2=-4/0, 2-3=-4/0, 3-4=-4/0 BOT CHORD 7-8=0/4, 6-7=0/4, 5-6=0/4 WEBS 2-7=-145/0, 3-6=-109/0 NOTES 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 1797 A,B,C, FLOOR WG R88795826F03Floor Supported Gable 1 14704764 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 18 16:01:18 Page: 1 ID:8k3lqM1uygHjhl79lvXkCCyZmLT-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =1.5x4 =3x4 =3x4 =3x4 =1.5x4 5 4 1 2 3 3-5-10 1-7-5 1-6-0 1-6-0 Scale = 1:21.3 Plate Offsets (X, Y):[1:Edge,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.11 Vert(CT)-0.02 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT)0.00 4 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-P Weight: 16 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 3-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4=0-2-10, 5= Mechanical Max Grav 4=184 (LC 1), 5=184 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-63/0, 3-4=-63/0, 1-2=0/0, 2-3=0/0 BOT CHORD 4-5=0/126 WEBS 2-5=-164/0, 2-4=-164/0 NOTES 1)Refer to girder(s) for truss to truss connections. 2)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 1797 A,B,C, FLOOR WG R88795827F04Floor514704764Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 18 16:01:18 Page: 1 ID:1WIFgk4P?vn8ANRx_kbgN2yZmLP-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 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 =3x6 =2x6 5 4 1 6 2 7 3 3-8-8 1-8-12 1-6-0 1-6-0 Scale = 1:21.3 Plate Offsets (X, Y):[3:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.42 Vert(CT)-0.03 4-5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(CT)0.01 4 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-P Weight: 20 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 3-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4=0-5-8, 5= Mechanical Max Grav 4=1483 (LC 1), 5=1483 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-512/0, 3-4=-512/0, 1-2=0/0, 2-3=0/0 BOT CHORD 4-5=0/1300 WEBS 2-5=-1612/0, 2-4=-1612/0 NOTES 1)Refer to girder(s) for truss to truss connections. 2)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 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) 300 lb down at 2-5-11 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: 4-5=-10, 1-3=-650 (F=-150) Concentrated Loads (lb) Vert: 6=-300, 7=-300 (F) Job Truss Truss Type Qty Ply CENTURY 1797 A,B,C, FLOOR WG R88795828F06Floor Girder 1 14704764 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 18 16:01:18 Page: 1 ID:ctbqRfMucFHS35?9scLIPayZm9R-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3x6 FP 3x6 FP =3x4 =3x4 =3x4 =3x4 =2x4 =3x6 =4x5 =2x6 =3x6 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 20 21 2212345678 9 10 11 12 13 14 15 16 17 18 19 24-0-14 0-8-6 1-8-12 7-2-2 10-10-8 1-10 -4 24-0-14 22 -2-10 22 -2-10 1-6-0 1-6-0 Scale = 1:45.2 Plate Offsets (X, Y):[1:Edge,0-0-12], [43:Edge,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.33 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horiz(TL)0.00 24 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 96 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)24=22-2-10, 25=22-2-10, 26=22-2-10, 27=22-2-10, 28=22-2-10, 29=22-2-10, 30=22-2-10, 31=22-2-10, 32=22-2-10, 33=22-2-10, 34=22-2-10, 35=22-2-10, 36=22-2-10, 37=22-2-10, 38=22-2-10, 39=22-2-10, 40=22-2-10, 41=22-2-10, 42=22-2-10, 43=22-2-10 Max Uplift 25=-1511 (LC 8) Max Grav 24=2518 (LC 7), 25=-135 (LC 3), 26=149 (LC 3), 27=152 (LC 7), 28=145 (LC 3), 29=152 (LC 7), 30=117 (LC 3), 31=41 (LC 7), 32=129 (LC 3), 33=151 (LC 7), 34=146 (LC 3), 35=147 (LC 1), 36=147 (LC 1), 37=146 (LC 1), 38=150 (LC 1), 39=131 (LC 1), 40=46 (LC 1), 41=106 (LC 1), 42=167 (LC 1), 43=54 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-43=-49/0, 22-23=0/7, 1-2=0/0, 2-3=0/0, 3-4=0/0, 4-5=0/0, 5-6=0/0, 6-7=0/0, 7-8=0/0, 8-10=0/0, 10-11=0/0, 11-12=0/0, 12-13=0/0, 13-14=0/0, 14-15=0/0, 15-16=0/0, 16-17=0/0, 17-18=0/0, 18-19=0/0, 19-20=-4/3, 20-21=0/897, 21-22=0/897 BOT CHORD 42-43=0/0, 41-42=0/0, 40-41=0/0, 39-40=0/0, 38-39=0/0, 37-38=0/0, 36-37=0/0, 35-36=0/0, 34-35=0/0, 33-34=0/0, 32-33=0/0, 31-32=0/0, 30-31=0/0, 28-30=0/0, 27-28=0/0, 26-27=0/0, 25-26=0/0, 24-25=0/0, 23-24=0/0 WEBS 21-24=-714/0, 2-42=-152/0, 3-41=-96/0, 5-39=-119/0, 6-38=-137/0, 7-37=-132/0, 8-36=-133/0, 10-35=-134/0, 11-34=-132/0, 12-33=-137/0, 13-32=-117/0, 15-30=-106/0, 16-29=-139/0, 17-28=-132/0, 18-27=-140/0, 19-26=-134/0, 20-25=0/1494, 22-24=-1099/0, 20-24=-1688/0, 4-40=-43/0, 14-31=-37/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 (||) MT20 unless otherwise indicated. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1511 lb uplift at joint 25. 6)N/A 7)Load case(s) 7, 8 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 8)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. 9)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 10)CAUTION, Do not erect truss backwards. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 480 lb down at 24-0-2 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12)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 Except: 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 23-43=-10, 1-21=-100, 21-22=-457 7)User defined (1): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 23-43=-10, 1-21=-100, 21-22=-230 Concentrated Loads (lb) Vert: 22=-480 (F) Job Truss Truss Type Qty Ply CENTURY 1797 A,B,C, FLOOR WG R88795829F07Floor Girder 1 14704764 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 18 16:01:19 Page: 1 ID:iKt?DusHfjx93_I2kp_KKIyZlRb-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 6)Non Standard bearing condition. Review required. FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. June 19,2025 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) 8)User defined (2): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 23-43=-10, 1-21=-20, 21-22=-230 Concentrated Loads (lb) Vert: 22=-480 (F) Job Truss Truss Type Qty Ply CENTURY 1797 A,B,C, FLOOR WG R88795829F07Floor Girder 1 14704764 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 18 16:01:19 Page: 2 ID:iKt?DusHfjx93_I2kp_KKIyZlRb-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3x6 FP M18AHS 3x10 FP =1.5x4 =3x6 =4x12 =4x12 =1.5x4 =3x6 =3x4 =1.5x4 =1.5x4 =3x6 =3x6 =4x12 =1.5x4 =4x12 =3x4 =4x12 =3x4 =1.5x4 20 19 18 17 16 15 14 13 1 2 3 4 5 6 7 8 9 10 11 12 24 -0-14 1-7-0 1-8-122-3-22-6-0 0-2-12 22-2-10 1-10 -4 24-0-14 21 -11-14 21 -11-14 1-6-0 1-6-0 Scale = 1:48.7 Plate Offsets (X, Y):[1:Edge,0-0-12], [12:0-1-8,Edge], [17:0-1-8,Edge], [18:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL)-0.43 15-17 >621 480 M18AHS 169/162 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(CT)-0.57 15-17 >464 360 MT20 185/148 BCLL 0.0 Rep Stress Incr NO WB 0.49 Horz(CT)0.10 14 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 105 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E(flat) BOT CHORD 2x4 DF 1800F 1.6E(flat) WEBS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. REACTIONS (size)14=0-5-8, 20=0-2-10 Max Grav 14=1955 (LC 1), 20=1197 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-20=-103/0, 12-13=-6/2, 1-2=0/0, 2-3=-3456/0, 3-4=-3456/0, 4-6=-4726/0, 6-7=-4726/0, 7-8=-4726/0, 8-9=-3356/0, 9-10=-3356/0, 10-11=0/784, 11-12=0/782 BOT CHORD 19-20=0/1998, 18-19=0/4346, 17-18=0/4726, 15-17=0/4292, 14-15=-179/1857, 13-14=0/0 WEBS 11-14=-266/0, 10-14=-2358/0, 2-20=-2267/0, 10-15=0/1785, 2-19=0/1655, 9-15=-255/0, 3-19=-248/0, 8-15=-1141/0, 4-19=-1010/0, 8-17=-27/957, 7-17=-312/0, 12-14=-960/0, 6-18=-281/15, 4-18=-187/782 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 20. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION, Do not erect truss backwards. 6)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 480 lb down at 24-0-2 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 13-20=-10, 1-12=-100 Concentrated Loads (lb) Vert: 12=-480 (F) Job Truss Truss Type Qty Ply CENTURY 1797 A,B,C, FLOOR WG R88795830F08Floor214704764Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 18 16:01:19 Page: 1 ID:cFIOxwWDUXSehnUMtFtWn0yZlx1-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3x6 FP M18AHS 3x10 FP =1.5x4 =3x6 =4x12 =4x12 =1.5x4 =3x6 =3x4 =1.5x4 =1.5x4 =3x6 =3x6 =4x12 =1.5x4 =4x12 =4x12 =3x4 =3x4 =1.5x4 20 19 18 17 16 15 14 13 1 2 3 4 5 6 7 8 9 10 21 11 12 24 -0-14 1-7-0 1-8-122-3-22-6-0 0-2-12 22-2-10 1-10 -4 24-0-14 21 -11-14 21 -11-14 1-6-0 1-6-0 Scale = 1:48.7 Plate Offsets (X, Y):[1:Edge,0-0-12], [12:0-1-8,Edge], [17:0-1-8,Edge], [18:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL)-0.43 15-17 >621 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(CT)-0.59 15-17 >448 360 M18AHS 169/162 BCLL 0.0 Rep Stress Incr NO WB 0.49 Horz(CT)0.10 14 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 105 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E(flat) BOT CHORD 2x4 DF 1800F 1.6E(flat) WEBS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. REACTIONS (size)14=0-5-8, 20=0-2-10 Max Grav 14=1844 (LC 1), 20=1208 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-20=-103/0, 12-13=-5/2, 1-2=0/0, 2-3=-3497/0, 3-4=-3497/0, 4-6=-4815/0, 6-7=-4815/0, 7-8=-4815/0, 8-9=-3494/0, 9-10=-3494/0, 10-11=-2/642, 11-12=-4/640 BOT CHORD 19-20=0/2018, 18-19=0/4408, 17-18=0/4815, 15-17=0/4409, 14-15=-53/2015, 13-14=0/0 WEBS 12-14=-785/5, 10-14=-2340/0, 2-20=-2290/0, 10-15=0/1766, 2-19=0/1679, 9-15=-254/0, 3-19=-249/0, 8-15=-1122/0, 4-19=-1034/0, 8-17=-34/932, 7-17=-304/0, 6-18=-283/7, 4-18=-162/789, 11-14=-265/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 20. 4)Load case(s) 11, 12 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 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 Except: 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 13-20=-10, 1-12=-100 Concentrated Loads (lb) Vert: 12=-378 11)User defined (1): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 13-20=-10, 1-21=-100, 12-21=-20 12)User defined (2): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 13-20=-10, 1-21=-100, 12-21=-20 Job Truss Truss Type Qty Ply CENTURY 1797 A,B,C, FLOOR WG R88795831F09Floor Girder 1 14704764 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 18 16:01:19 Page: 1 ID:NKrGmH0ZbRkgjEhQK3eMUtyZlwN-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3x6 FP M18AHS 3x10 FP =1.5x4 =4x6 =4x12 =4x12 =1.5x4 =3x6 =3x4 =1.5x4 =1.5x4 =3x6 =4x6 =4x12 =3x10 =6x8 =4x12 =3x6 =3x6 =1.5x4 20 19 18 17 16 15 14 13 10 21 11 12123456789 24 -3-12 1-7-0 1-8-122-6-0 0-2-12 22-5-8 1-10 -4 24-3-12 22 -2-12 22 -2-12 1-6-0 1-6-0 Scale = 1:48.7 Plate Offsets (X, Y):[1:Edge,0-0-12], [10:0-3-8,Edge], [17:0-1-8,Edge], [18:0-1-8,Edge], [20:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL)-0.43 17-18 >622 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(CT)-0.58 18-19 >458 360 M18AHS 169/162 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(CT)0.11 14 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 115 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E(flat) BOT CHORD 2x4 DF 1800F 1.6E(flat) WEBS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. REACTIONS (size)14=0-5-8, 20=0-5-8 Max Grav 14=2160 (LC 1), 20=1221 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-20=-103/0, 12-13=-5/3, 1-2=0/0, 2-3=-3545/0, 3-4=-3545/0, 4-6=-4919/0, 6-7=-4919/0, 7-8=-4919/0, 8-9=-3538/0, 9-10=-3542/0, 10-11=-25/560, 11-12=-27/552 BOT CHORD 19-20=0/2043, 18-19=0/4483, 17-18=0/4919, 15-17=0/4477, 14-15=-25/2097, 13-14=0/0 WEBS 12-14=-667/33, 10-14=-2325/0, 2-20=-2319/0, 10-15=0/1735, 2-19=0/1704, 9-15=-202/0, 3-19=-243/0, 8-15=-1140/0, 4-19=-1064/0, 8-17=-21/961, 4-18=-153/824, 6-18=-272/0, 7-17=-313/0, 11-14=-728/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Load case(s) 11, 12 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 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 Except: 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 13-20=-10, 1-11=-100, 11-12=-457 11)User defined (1): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 13-20=-10, 1-21=-100, 12-21=-20 12)User defined (2): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 13-20=-10, 1-21=-100, 12-21=-20 Job Truss Truss Type Qty Ply CENTURY 1797 A,B,C, FLOOR WG R88795832F09AFloor Girder 1 14704764 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 18 16:01:20 Page: 1 ID:NKrGmH0ZbRkgjEhQK3eMUtyZlwN-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3x6 FP M18AHS 3x10 FP =1.5x4 =4x6 =4x12 =4x12 =1.5x4 =3x6 =3x4 =1.5x4 =1.5x4 =3x6 =4x6 =4x12 =1.5x4 =4x12 =4x12 =3x4 =3x4 =1.5x4 20 19 18 17 16 15 14 13 1 2 3 4 5 6 7 8 9 10 21 11 12 24 -3-12 1-7-0 1-8-122-6-0 0-2-12 22-5-8 1-10 -4 24-3-12 22 -2-12 22 -2-12 1-6-0 1-6-0 Scale = 1:48.7 Plate Offsets (X, Y):[1:Edge,0-0-12], [12:0-1-8,Edge], [17:0-1-8,Edge], [18:0-1-8,Edge], [20:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL)-0.44 17-18 >610 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(CT)-0.60 15-17 >448 360 M18AHS 169/162 BCLL 0.0 Rep Stress Incr NO WB 0.49 Horz(CT)0.11 14 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 106 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E(flat) BOT CHORD 2x4 DF 1800F 1.6E(flat) WEBS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. REACTIONS (size)14=0-5-8, 20=0-5-8 Max Grav 14=1857 (LC 1), 20=1221 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-20=-103/0, 12-13=-5/2, 1-2=0/0, 2-3=-3545/0, 3-4=-3545/0, 4-6=-4920/0, 6-7=-4920/0, 7-8=-4920/0, 8-9=-3538/0, 9-10=-3538/0, 10-11=-1/642, 11-12=-2/640 BOT CHORD 19-20=0/2043, 18-19=0/4483, 17-18=0/4920, 15-17=0/4478, 14-15=-47/2032, 13-14=0/0 WEBS 12-14=-785/2, 10-14=-2366/0, 2-20=-2319/0, 10-15=0/1793, 2-19=0/1704, 9-15=-256/0, 3-19=-243/0, 8-15=-1150/0, 4-19=-1065/0, 8-17=-18/968, 4-18=-161/823, 6-18=-271/0, 7-17=-314/0, 11-14=-265/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Load case(s) 11, 12 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 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 Except: 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 13-20=-10, 1-12=-100 Concentrated Loads (lb) Vert: 12=-378 11)User defined (1): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 13-20=-10, 1-21=-100, 12-21=-20 12)User defined (2): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 13-20=-10, 1-21=-100, 12-21=-20 Job Truss Truss Type Qty Ply CENTURY 1797 A,B,C, FLOOR WG R88795833F09BFloor Girder 1 14704764 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 18 16:01:20 Page: 1 ID:NKrGmH0ZbRkgjEhQK3eMUtyZlwN-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3x6 FP M18AHS 3x10 FP =1.5x4 =3x6 =4x12 =4x12 =1.5x4 =3x6 =3x4 =1.5x4 =1.5x4 =3x6 =3x6 =4x12 =1.5x4 =4x12 =3x4 =4x12 =3x4 =1.5x4 20 19 18 17 16 15 14 13 1 2 3 4 5 6 7 8 9 10 21 11 12 24 -0-14 1-7-0 1-8-122-3-22-6-0 0-2-12 22-2-10 1-10 -4 24-0-14 21 -11-14 21 -11-14 1-6-0 1-6-0 Scale = 1:48.7 Plate Offsets (X, Y):[1:Edge,0-0-12], [12:0-1-8,Edge], [17:0-1-8,Edge], [18:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL)-0.43 15-17 >621 480 M18AHS 169/162 TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(CT)-0.57 15-17 >461 360 MT20 185/148 BCLL 0.0 Rep Stress Incr NO WB 0.49 Horz(CT)0.10 14 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 105 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E(flat) BOT CHORD 2x4 DF 1800F 1.6E(flat) WEBS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. REACTIONS (size)14=0-5-8, 20=0-2-10 Max Grav 14=1844 (LC 1), 20=1199 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-20=-103/0, 12-13=-5/2, 1-2=0/0, 2-3=-3464/0, 3-4=-3464/0, 4-6=-4744/0, 6-7=-4744/0, 7-8=-4744/0, 8-9=-3384/0, 9-10=-3384/0, 10-11=0/641, 11-12=0/638 BOT CHORD 19-20=0/2002, 18-19=0/4358, 17-18=0/4744, 15-17=0/4316, 14-15=-50/1888, 13-14=0/0 WEBS 11-14=-265/0, 12-14=-783/0, 10-14=-2340/0, 2-20=-2272/0, 10-15=0/1766, 2-19=0/1660, 9-15=-254/0, 3-19=-248/0, 8-15=-1122/0, 4-19=-1015/0, 8-17=-34/932, 7-17=-304/0, 6-18=-283/7, 4-18=-162/789 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 20. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 13-20=-10, 1-12=-100 Concentrated Loads (lb) Vert: 12=-378 Job Truss Truss Type Qty Ply CENTURY 1797 A,B,C, FLOOR WG R88795834F10Floor214704764Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 18 16:01:20 Page: 1 ID:zIC_GtO0HzeHx?ZNf4hdEPyZlvu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3x6 FP M18AHS 3x10 FP =1.5x4 =4x6 =4x12 =4x12 =1.5x4 =3x6 =3x6 =1.5x4 =1.5x4 =3x6 =3x6 =4x12 =1.5x4 =4x12 =4x6 =1.5x4 18 17 16 15 14 13 12 1 2 3 4 5 6 7 8 9 10 11 22 -3-14 1-6-142-6-0 1-6-0 1-6-0 Scale = 1:40.1 Plate Offsets (X, Y):[1:Edge,0-0-12], [12:Edge,0-1-8], [15:0-1-8,Edge], [16:0-1-8,Edge], [18:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.97 Vert(LL)-0.48 15-16 >555 480 M18AHS 169/162 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(CT)-0.66 15-16 >406 360 MT20 185/148 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT)0.11 12 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 91 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 DF 1800F 1.6E(flat) WEBS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)12=0-3-14, 18=0-5-8 Max Grav 12=1221 (LC 1), 18=1221 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-102/0, 11-12=-102/0, 1-2=0/0, 2-3=-3544/0, 3-4=-3544/0, 4-6=-4920/0, 6-7=-4920/0, 7-8=-4920/0, 8-9=-3544/0, 9-10=-3544/0, 10-11=0/0 BOT CHORD 17-18=0/2044, 16-17=0/4485, 15-16=0/4920, 13-15=0/4485, 12-13=0/2044 WEBS 10-12=-2320/0, 2-18=-2320/0, 10-13=0/1702, 2-17=0/1702, 9-13=-241/0, 3-17=-241/0, 8-13=-1068/0, 4-17=-1068/0, 8-15=-44/841, 4-16=-44/841, 6-16=-263/0, 7-15=-263/0 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 1797 A,B,C, FLOOR WG R88795835F11Floor414704764Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 18 16:01:20 Page: 1 ID:ZGaimUmS_VYt9mQLz5lv?xyZlvP-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 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 =M18AHS 10x12 =8x12 =7x8 =3x4 =5x6 =6x8 =6x8 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 22-0-4 1-1-12 1-10-03-0-10 5-10-14 9-7-0 1-6-0 1-6-0 Scale = 1:39.6 Plate Offsets (X, Y):[1:Edge,0-0-12], [18:0-1-8,Edge], [20:Edge,0-1-8], [39:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.49 Vert(TL)n/a -n/a 999 M18AHS 145/140 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horiz(TL)0.02 31 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 84 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)20=22-0-4, 21=22-0-4, 22=22-0-4, 23=22-0-4, 24=22-0-4, 25=22-0-4, 26=22-0-4, 28=22-0-4, 29=22-0-4, 30=22-0-4, 31=22-0-4, 32=22-0-4, 33=22-0-4, 34=22-0-4, 35=22-0-4, 36=22-0-4, 37=22-0-4, 38=22-0-4, 39=22-0-4 Max Uplift 20=-1900 (LC 8), 21=-1873 (LC 7), 38=-2683 (LC 8), 39=-2712 (LC 7) Max Grav 20=1941 (LC 5), 21=1968 (LC 6), 22=120 (LC 1), 23=152 (LC 1), 24=150 (LC 1), 25=120 (LC 1), 26=38 (LC 1), 28=129 (LC 1), 29=142 (LC 1), 30=44 (LC 1), 31=105 (LC 1), 32=150 (LC 1), 33=145 (LC 1), 34=149 (LC 1), 35=146 (LC 1), 36=148 (LC 1), 37=143 (LC 1), 38=2751 (LC 5), 39=2738 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-39=-50/2, 19-20=-80/0, 1-2=-282/305, 2-3=-2220/2217, 3-4=-1873/1897, 4-5=-1580/1577, 5-6=-1260/1257, 6-8=-940/937, 8-9=-300/297, 9-10=-83/75, 10-11=-343/341, 11-12=-663/661, 12-13=-846/843, 13-14=-983/981, 14-15=-1303/1301, 15-16=-1623/1621, 16-17=-1911/1941, 17-18=-2263/2260, 18-19=-470/470 BOT CHORD 38-39=-2492/2494, 37-38=-2217/2220, 36-37=-1897/1900, 35-36=-1577/1580, 34-35=-1257/1260, 33-34=-937/940, 32-33=-617/620, 31-32=-297/300, 30-31=-75/77, 29-30=-341/343, 28-29=-661/663, 26-28=-825/828, 25-26=-981/983, 24-25=-1301/1303, 23-24=-1621/1623, 22-23=-1941/1943, 21-22=-2261/2263, 20-21=-2684/2686 WEBS 2-38=-2737/2692, 3-37=-130/4, 4-36=-134/0, 5-35=-133/0, 6-34=-135/0, 7-33=-132/0, 8-32=-136/0, 9-31=-95/0, 11-29=-129/0, 12-28=-117/0, 14-25=-109/0, 15-24=-136/0, 16-23=-138/0, 17-22=-109/0, 18-21=-1948/1885, 2-39=-3720/3716, 18-20=-3340/3336, 10-30=-41/0, 13-26=-35/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x4 (||) MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6)Gable studs spaced at 1-4-0 oc. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1900 lb uplift at joint 20, 2683 lb uplift at joint 38, 1873 lb uplift at joint 21 and 2712 lb uplift at joint 39. 8)This truss has been designed for a total drag load of 240 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 22-0-4 for 240.0 plf. 9)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 1797 A,B,C, FLOOR WG R88795836F12Floor Supported Gable 1 14704764 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 18 16:01:21 Page: 1 ID:weDR?0C5FS7AXmFemuIBhdyZloO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =1.5x4 =3x4 =3x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x4 =3x4 =1.5x4 10 9 8 7 1 2 3 4 5 6 11-0-4 1-6-01-6-42-6-0 1-6-0 1-6-0 Scale = 1:22.6 Plate Offsets (X, Y):[1:Edge,0-0-12], [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 0.50 Vert(LL)-0.13 7-8 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.48 Vert(CT)-0.22 7-8 >606 360 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT)0.02 7 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 10-0-0 oc bracing. REACTIONS (size)7=0-3-14, 10= Mechanical Max Grav 7=599 (LC 1), 10=599 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-10=-109/0, 6-7=-97/0, 1-2=0/0, 2-3=-1181/0, 3-4=-1181/0, 4-5=-1181/0, 5-6=0/0 BOT CHORD 9-10=0/889, 8-9=0/1181, 7-8=0/888 WEBS 5-7=-1008/0, 2-10=-1009/0, 5-8=0/419, 2-9=0/483, 3-9=-235/0, 4-8=-143/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 1797 A,B,C, FLOOR WG R88795837F13Floor414704764Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 18 16:01:21 Page: 1 ID:oh_OPBSGIvmBY_MgVoB723yZlo3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =3x4 =3x4 22 21 20 19 18 17 16 15 14 13 12 1 2 3 4 5 6 7 8 9 10 11 11-0-4 1-6-0 1-6-0 Scale = 1:22.6 Plate Offsets (X, Y):[1:Edge,0-0-12], [22:Edge,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 12 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-R Weight: 43 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=11-0-4, 13=11-0-4, 14=11-0-4, 15=11-0-4, 16=11-0-4, 17=11-0-4, 18=11-0-4, 19=11-0-4, 20=11-0-4, 21=11-0-4, 22=11-0-4 Max Uplift 12=-3 (LC 1) Max Grav 12=-3 (LC 1), 13=104 (LC 1), 14=152 (LC 1), 15=145 (LC 1), 16=146 (LC 1), 17=150 (LC 1), 18=133 (LC 1), 19=46 (LC 1), 20=105 (LC 1), 21=159 (LC 1), 22=60 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-22=-54/0, 11-12=0/11, 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=-145/0, 3-20=-95/0, 5-18=-121/0, 6-17=-136/0, 7-16=-133/0, 8-15=-132/0, 9-14=-138/0, 10-13=-102/0, 4-19=-43/0 NOTES 1)All plates are 1.5x4 (||) MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 12. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 1797 A,B,C, FLOOR WG R88795838F14Floor Supported Gable 1 14704764 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 18 16:01:21 Page: 1 ID:DFfW2DV9bq8mPS5FAxkqghyZlo0-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 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 =6x8 =5x8 =6x8 =2x6 =5x8 =6x8 =2x6 8 7 6 1 9 2 10 3 11 4 12 5 10-3-8 2-5-02-6-0 1-6-0 1-6-0 Scale = 1:21.5 Plate Offsets (X, Y):[2:0-3-8,Edge], [4:0-3-8,Edge], [5:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL)-0.07 7 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.43 Vert(CT)-0.10 7 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(CT)0.03 6 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 68 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)6=0-5-8, 8=0-3-8 Max Grav 6=1558 (LC 1), 8=1558 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=-149/0, 5-6=-136/0, 1-2=0/0, 2-3=-3739/0, 3-4=-3739/0, 4-5=0/0 BOT CHORD 7-8=0/2831, 6-7=0/2765 WEBS 2-8=-3150/0, 2-7=0/1011, 3-7=-871/0, 4-7=0/1084, 4-6=-3097/0 NOTES 1)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 499 lb down at 2-1-12, 499 lb down at 4-1-12, and 499 lb down at 6-1-12, and 499 lb down at 8-1-12 on top chord. The design/selection of such connection device (s) is the responsibility of others. 3)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: 6-8=-10, 1-5=-100 Concentrated Loads (lb) Vert: 9=-499 (F), 10=-499 (F), 11=-499 (F), 12=-499 (F) Job Truss Truss Type Qty Ply CENTURY 1797 A,B,C, FLOOR WG R88795839F18Floor Girder 1 14704764 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 18 16:01:21 Page: 1 ID:83egJZxnm3T85iiZNZL3zZyZl9Q-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) =1.5x4 =5x6 =3x4 =7x10 =1.5x4 =2x4 =4x12 =3x10 =1.5x4 =3x4 =3x4 =3x4 =4x6 =1.5x4 =5x8 =3x6 =3x6 =3x4 =4x8 =1.5x4 =5x8 =3x4 =1.5x4 =5x8 =3x10 =2x6 26 27 28 25 29 3024 31 23 32 33 22 34 35 21 36 20 37 19 38 39 18 40 41 17 42 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 43 15 30-0-0 1-1-0 2-0-142-2-32-2-32-3-02-3-0 2-2-32-3-0 2-4-0 0-1-12 18 -9-0 0-1-12 9-0-0 0-1-12 7-5-12 0-1-12 11-5-12 1-4-8 8-10-4 2-4-0 11-4-0 7-1-8 18-7-4 7-4-0 7-4-0 11-3-0 30-0-0 1-5-14 1-5-14 Scale = 1:51.8 Plate Offsets (X, Y):[4:0-5-4,0-2-0], [17:0-1-8,0-2-4], [18:0-3-0,0-2-4], [25:0-3-0,0-4-0] 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 0.63 Vert(LL)-0.10 17-18 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(CT)-0.13 17-18 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.56 Horz(CT)0.01 16 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 282 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF No.2 WEBS 2x4 HF No.2 BRACING TOP CHORD Sheathed or 5-6-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)16=0-5-8, 19=7-5-0, 20=7-5-0, 22=7-5-0, 23=1-8-0, 24=1-8-0, 26=0-5-8 Max Uplift 20=-729 (LC 7), 23=-392 (LC 3) Max Grav 16=2104 (LC 1), 19=5177 (LC 5), 20=2143 (LC 4), 22=3641 (LC 4), 23=1301 (LC 4), 24=4800 (LC 3), 26=1625 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-26=-121/0, 15-16=-1936/0, 1-2=-348/0, 2-3=-2730/0, 3-4=-2730/0, 4-5=0/816, 5-6=0/816, 6-7=0/454, 7-8=0/1216, 8-9=0/1216, 9-11=0/3380, 11-12=-4467/0, 12-13=-4467/0, 13-14=-3895/0, 14-15=-3895/0 BOT CHORD 25-26=0/1864, 24-25=-1475/0, 23-24=-1475/0, 22-23=-454/0, 20-22=-613/0, 19-20=-3380/0, 18-19=0/766, 17-18=0/4532, 16-17=0/194 WEBS 4-24=-2802/0, 5-23=-187/49, 6-22=-249/125, 9-19=-1355/0, 6-23=-471/0, 2-26=-1673/0, 2-25=0/956, 3-25=-74/0, 4-25=0/4592, 7-22=-237/432, 7-20=-806/0, 8-20=-239/57, 9-20=0/2422, 11-19=-4634/0, 11-18=0/4152, 12-18=-101/0, 13-18=-77/0, 13-17=-712/0, 14-17=-91/0, 15-17=0/4093, 4-23=0/894 NOTES 1)2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 3-25 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 21 = 10%, joint 10 = 10% 5)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6)Gable studs spaced at 1-4-0 oc. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 392 lb uplift at joint 23 and 729 lb uplift at joint 20. 8)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9)CAUTION, Do not erect truss backwards. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 174 lb down at 2-0-0, 803 lb down at 2-0-0, 803 lb down at 4-0-0, 174 lb down at 4-1-12, 803 lb down at 5-0-0, 174 lb down at 6-1-12, 803 lb down at 7-0-0, 803 lb down at 8-0-0, 174 lb down at 8-1-12, 174 lb down at 10-0-0, 803 lb down at 10-0-0, 1473 lb down at 10-8-4, 803 lb down at 12-0-0, 803 lb down at 13-0-0, 803 lb down at 15-0-0, 803 lb down at 16-0-0, 803 lb down at 18-0-0, 803 lb down at 20-0-0, 803 lb down at 22-0-0, 803 lb down at 24-0-0, and 803 lb down at 26-0-0, and 803 lb down at 28-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 16-26=-10, 1-15=-100 Concentrated Loads (lb) Job Truss Truss Type Qty Ply CENTURY 1797 A,B,C, FLOOR WG R88795840FZ05Floor Girder 1 24704764 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 18 16:01:22 Page: 1 ID:UuhQuGGiVJ0Hn_yxLxJI3Lz50Cc-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 June 19,2025 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: 25=-803 (B), 20=-803 (B), 27=-977 (F=-174, B=-803), 28=-977 (F=-174, B=-803), 29=-174 (F), 30=-803 (B), 31=-977 (F=-174, B=-803), 32=-977 (F=-174, B=-803), 33=-1473 (F), 34=-803 (B), 35=-803 (B), 36=-803 (B), 37=-803 (B), 38=-803 (B), 39=-803 (B), 40=-803 (B), 41=-803 (B), 42=-803 (B) Job Truss Truss Type Qty Ply CENTURY 1797 A,B,C, FLOOR WG R88795840FZ05Floor Girder 1 24704764 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 18 16:01:22 Page: 2 ID:UuhQuGGiVJ0Hn_yxLxJI3Lz50Cc-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 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 .