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HomeMy WebLinkAbout2155 C STAMPED ENG400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 MiTek, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Arlington, WA). June 25,2025 Zhao, Xiaoming Pages or sheets covered by this seal: R88916577 thru R88916613 My license renewal date for the state of Washington is September 28, 2025. 4704812 CENTURY 2155-C 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) 512 =4x5 =2x4 =3x10 =4x5 =3x4 =2x4 1 2 7 6 8 3 9 4 10 11 5 11-10-0 0-1-1 10-0-0 1-0-0 -1-0-0 1-10-0 11-10-0 4-9-10 4-9-10 5-1-5 9-10-15 2-3-15 11-10-0 9-6-1 9-6-1 4-10 -6 0-5-8 4-3-11 0-3-6 4-3-11 4-3-11 0-3-6 4-7-1 Scale = 1:54.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL)-0.17 2-7 >800 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.59 Vert(CT)-0.35 2-7 >391 180 BCLL 0.0 *Rep Stress Incr YES WB 0.22 Horz(CT)0.01 6 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 50 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-7 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)2=0-3-8, 6= Mechanical Max Horiz 2=117 (LC 11) Max Uplift 2=-49 (LC 12), 6=-94 (LC 12) Max Grav 2=582 (LC 1), 6=658 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-798/113, 3-4=-394/50, 4-5=-315/66, 5-6=-700/90 BOT CHORD 2-7=-210/697, 6-7=-52/52 WEBS 3-7=-425/152, 4-7=-226/139, 5-7=-89/657 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 9-7-13, Exterior(2E) 9-7-13 to 11-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C- C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 6 and 49 lb uplift at joint 2. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 192 lb down and 151 lb up at 9-11-11, and 60 lb down and 36 lb up at 11-8-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-64, 4-5=-64, 2-6=-20 Concentrated Loads (lb) Vert: 5=-60, 10=-137 Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916577A01Roof Special 1 14704812 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:10 Page: 1 ID:ryoVi6BsH2FHt__JzvqmRKz2hUg-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x4 =2x4 =3x4 =3x4 =4x8 =3x4 =2x6 1 2 8 13 7 6 12 14 15 3 4 9 10 11 5 11-10 -0 0-1-1 8-0-0 1-0-0 -1-0-0 3-9-10 3-9-10 4-1-5 7-10-15 3-10-0 11-10 -0 3-8-7 7-6-1 3-9-10 3-9-10 4-3-15 11-10-0 4-0-6 0-5-8 3-5-11 0-3-6 3-5-11 3-5-11 0-3-6 3-9-1 Scale = 1:45.2 Plate Offsets (X, Y):[5:0-3-0,0-1-4], [6:0-1-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL)-0.03 7-8 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.47 Vert(CT)-0.06 7-8 >999 180 BCLL 0.0 *Rep Stress Incr NO WB 0.63 Horz(CT)0.03 6 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 49 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 *Except* 4-5:2x4 DF 1800F 1.6E BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 6= Mechanical Max Horiz 2=93 (LC 7) Max Uplift 2=-28 (LC 8), 6=-133 (LC 8) Max Grav 2=892 (LC 1), 6=1461 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-1552/40, 3-4=-1150/120, 4-5=-57/26, 5-6=-524/127 BOT CHORD 2-8=-49/1358, 7-8=-49/1358, 6-7=-117/1025 WEBS 3-8=0/355, 3-7=-404/0, 4-7=0/581, 4-6=-1250/139 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 6 and 28 lb uplift at joint 2. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 555 lb down and 236 lb up at 7-11-11, and 176 lb down and 64 lb up at 10-0-12, and 245 lb down and 67 lb up at 11-8-4 on top chord, and 116 lb down at 2-0-12, 116 lb down at 4-0-12, 116 lb down at 6-0-12, 116 lb down at 8-0-12, and 98 lb down at 10-0-12, and 120 lb down at 11-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10)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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-64, 4-5=-64, 2-6=-20 Concentrated Loads (lb) Vert: 5=-245, 6=-84 (B), 8=-58 (B), 9=-501, 11=-176, 12=-58 (B), 13=-58 (B), 14=-58 (B), 15=-74 (B) Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916578A02Roof Special Girder 1 14704812 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:12 Page: 1 ID:49n2SZtBAN6qN8aV?9tvw3z2hV3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x4 =2x4 =3x4 =3x4 =2x4 1 2 6 5 7 3 8 4 11-10-0 1-0-0 -1-0-0 4-11-8 11-10-0 6-10-8 6-10-8 4-11-8 11-10-0 6-10-8 6-10-8 5-7-15 0-5-8 5-4-11 Scale = 1:52.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL)-0.06 2-6 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.39 Vert(CT)-0.13 2-6 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.39 Horz(CT)0.01 5 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 45 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 5= Mechanical Max Horiz 2=145 (LC 9) Max Uplift 2=-36 (LC 12), 5=-48 (LC 12) Max Grav 2=562 (LC 1), 5=481 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-693/83, 3-4=-108/63, 4-5=-106/72 BOT CHORD 2-6=-158/559, 5-6=-158/559 WEBS 3-6=0/276, 3-5=-653/134 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 11-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 5 and 36 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916579A03Monopitch414704812Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:12 Page: 1 ID:Y?jdBLvmRKjgsQc1UtgAVEz2iMY-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x4 =2x4 =3x4 =3x4 =2x4 1 5 4 6 2 7 3 11-10 -0 4-11-8 11-10-0 6-10-8 6-10-8 4-11-8 11-10-0 6-10-8 6-10-8 5-4-11 0-5-8 5-4-11 Scale = 1:47.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL)-0.07 1-5 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.43 Vert(CT)-0.14 1-5 >992 180 BCLL 0.0 *Rep Stress Incr YES WB 0.40 Horz(CT)0.01 4 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 44 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 4= Mechanical Max Horiz 1=141 (LC 11) Max Uplift 1=-19 (LC 12), 4=-49 (LC 12) Max Grav 1=485 (LC 1), 4=485 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-702/91, 2-3=-108/63, 3-4=-104/71 BOT CHORD 1-5=-162/568, 4-5=-162/568 WEBS 2-4=-665/138, 2-5=0/277 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 11-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 1 and 49 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916580A04Monopitch114704812Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:12 Page: 1 ID:0?sH57XOCJGI5Qa0XocNcBz2iLk-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x4 =3x6 =4x5 =2x4 =3x6 =3x4 51 2 6 4 7 8 3 10-0-0 1-0-0 11-0-0 1-0-0 -1-0-0 5-0-0 5-0-0 5-0-0 10-0-0 0-3-0 0-3-0 0-3-0 10-0-0 4-9-0 9-9-0 4-9-0 5-0-0 2-9-13 0-5-8 2-6-8 Scale = 1:42 Plate Offsets (X, Y):[2:0-0-2,0-0-10], [2:0-0-3,0-8-6], [4:0-0-2,0-0-10], [4:0-0-3,0-8-6] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL)-0.02 4-6 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.25 Vert(CT)-0.04 4-6 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.04 Horz(CT)0.01 4 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 31 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 WEDGE Left: 2x4 HF No.2 Right: 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 4=0-3-8 Max Horiz 2=-28 (LC 13) Max Uplift 2=-29 (LC 12), 4=-29 (LC 13) Max Grav 2=481 (LC 1), 4=481 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-605/121, 3-4=-605/121, 4-5=0/16 BOT CHORD 2-6=-48/490, 4-6=-48/490 WEBS 3-6=0/225 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 5-0-0, Exterior(2R) 5-0-0 to 8-0-0, Interior (1) 8-0-0 to 11-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 2 and 29 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916581B01Common114704812Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:12 Page: 1 ID:vJ9e47?DF_2ufFUKlnHH8Cz2iL8-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =4x5 =2x4 =3x6 =4x6 =2x4 =2x4 =3x6 =3x4 =4x5 712 10 9 8 6 11 12 53 4 9-9-0 1-0-0 10-9-0 1-3-0 -1-3-0 4-9-0 4-9-0 5-0-0 9-9-0 0-3-0 9-9-0 4-9-0 9-6-0 4-9-0 4-9-0 2-9-13 0-6-12 0-5-8 0-3-8 0-3-8 1-11 -3 2-2-11 0-3-13 2-6-8 Scale = 1:42 Plate Offsets (X, Y):[2:0-0-10,0-1-11], [3:0-5-0,0-1-4], [4:0-1-4,0-2-0], [5:0-5-0,0-1-4], [6:0-1-0,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL)-0.01 6-8 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.33 Vert(CT)-0.02 6-8 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.02 Horz(CT)0.01 6 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 42 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 OTHERS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 6=0-3-8 Max Horiz 2=-27 (LC 13) Max Uplift 2=-32 (LC 12), 6=-29 (LC 13) Max Grav 2=489 (LC 1), 6=468 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-594/111, 3-4=-521/135, 4-5=-513/135, 5-6=-587/111, 6-7=0/16 BOT CHORD 2-10=-57/486, 9-10=-57/486, 8-9=-57/486, 6-8=-57/486 WEBS 4-9=0/113, 3-10=0/68, 5-8=0/70 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 5-0-0, Exterior(2R) 5-0-0 to 8-0-0, Interior (1) 8-0-0 to 11-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 lb uplift at joint 2 and 29 lb uplift at joint 6. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916582B02Common114704812Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:13 Page: 1 ID:VpaDjLn?xyFgyFyp3wyXHwz2iK7-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x4 =3x4 =4x5 =2x4 =3x6 =3x4 5 1 6 4 972 8 3 9-7-8 1-0-0 10-7-8 4-7-8 4-7-8 5-0-0 9-7-8 0-3-0 9-7-8 4-7-8 4-7-8 4-9-0 9-4-8 2-9-13 0-7-6 0-5-8 2-6-8 Scale = 1:42 Plate Offsets (X, Y):[1:0-1-12,0-1-3], [4:0-0-2,0-0-10], [4:0-0-3,0-8-6] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL)-0.02 4-6 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.25 Vert(CT)-0.04 4-6 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.04 Horz(CT)0.01 4 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 31 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 WEDGE Right: 2x4 HF No.2 SLIDER Left 2x4 HF No.2 -- 2-5-1 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 4=0-3-8 Max Horiz 1=-31 (LC 17) Max Uplift 1=-10 (LC 12), 4=-29 (LC 13) Max Grav 1=394 (LC 1), 4=476 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-573/135, 3-4=-583/123, 4-5=0/16 BOT CHORD 1-6=-51/469, 4-6=-51/469 WEBS 3-6=0/210 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-8 to 3-1-8, Interior (1) 3-1-8 to 4-9-0, Exterior(2R) 4-9-0 to 7-9-0, Interior (1) 7-9-0 to 10-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 1 and 29 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916583B03Common214704812Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:13 Page: 1 ID:GGyX7q3M3WhBl1NHYKtSrGz2iL3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x4 =4x5 =2x4 =3x4 51 2 6 4 7 8 3 10-0-0 1-0-0 11-0-0 1-0-0 -1-0-0 5-0-0 5-0-0 5-0-0 10-0-0 5-0-0 5-0-0 5-0-0 10-0-0 2-9-13 0-5-8 2-6-8 Scale = 1:40.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL)-0.02 4-6 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.23 Vert(CT)-0.04 4-6 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.04 Horz(CT)0.01 4 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 29 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 4=0-3-8 Max Horiz 2=-28 (LC 13) Max Uplift 2=-29 (LC 12), 4=-29 (LC 13) Max Grav 2=481 (LC 1), 4=481 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-605/121, 3-4=-605/121, 4-5=0/16 BOT CHORD 2-6=-48/490, 4-6=-48/490 WEBS 3-6=0/225 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 5-0-0, Exterior(2R) 5-0-0 to 8-0-0, Interior (1) 8-0-0 to 11-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 2 and 29 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916584C01Common514704812Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:13 Page: 1 ID:62UMnmM6eiIsidd2t0pnD1z2iJN-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =4x5 =3x4 =2x4 =2x4 =3x4 =4x6 =2x4 =3x4 =2x4 =2x4 =3x4 =4x5 512 6 4 11 12 3 10-0-0 1-0-0 11-0-0 1-0-0 -1-0-0 5-0-0 5-0-0 5-0-0 10 -0-0 5-0-0 5-0-0 5-0-0 10 -0-0 2-9-13 0-5-8 0-3-8 0-3-8 1-11 -3 2-2-11 0-3-13 2-6-8 Scale = 1:40.1 Plate Offsets (X, Y):[2:0-1-0,0-1-12], [3:0-1-4,0-2-0], [4:0-1-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL)-0.01 4-6 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.20 Vert(CT)-0.03 4-6 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.04 Horz(CT)0.01 4 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 43 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 OTHERS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 4=0-3-8 Max Horiz 2=-27 (LC 17) Max Uplift 2=-29 (LC 12), 4=-29 (LC 13) Max Grav 2=481 (LC 1), 4=481 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-605/123, 3-4=-605/122, 4-5=0/16 BOT CHORD 2-6=-54/515, 4-6=-54/515 WEBS 3-6=0/203 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 5-0-0, Exterior(2R) 5-0-0 to 8-0-0, Interior (1) 8-0-0 to 11-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 2 and 29 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916585C02Common114704812Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:13 Page: 1 ID:tPYgAx46kqjVHheNqvNc6Uz2iIS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =4x12 =3x10 =3x6 =6x8 =7x10 =6x8 =5x8 =8x12 =3x4 =2x4 =3x10 7 1 16 12 17 18 11 19 10 9 8 6 2 5 3 13 14 15 4 19-3-8 1-0-0 20-3-8 2-3-8 10-9-8 4-3-0 4-3-0 4-3-0 19-3-8 4-3-0 15 -0-8 4-3-0 8-6-0 3-6-10 15-0-8 3-6-10 7-9-10 3-8-3 11-5-14 4-3-0 4-3-0 4-3-0 19-3-8 4-3-5 0-5-8 0-3-13 3-8-3 3-8-3 0-3-13 4-0-0 Scale = 1:58.9 Plate Offsets (X, Y):[1:Edge,0-0-3], [2:0-2-8,0-1-8], [3:0-5-0,0-2-12], [6:0-5-7,0-1-8], [9:0-6-0,0-4-12], [11:0-3-12,0-4-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL)-0.18 11-12 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.61 Vert(CT)-0.30 11-12 >765 180 BCLL 0.0 *Rep Stress Incr NO WB 0.35 Horz(CT)0.07 6 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 191 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 *Except* 3-4:2x6 DF No.2 BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-7-10 oc purlins, except 2-0-0 oc purlins (5-6-12 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-5-8, 6=0-5-8 Max Horiz 1=-44 (LC 28) Max Uplift 1=-340 (LC 8), 6=-298 (LC 9) Max Grav 1=5856 (LC 1), 6=4207 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-12320/739, 2-3=-9983/671, 3-4=-8967/648, 4-5=-9751/686, 5-6=-9195/629, 6-7=0/21 BOT CHORD 1-12=-674/11162, 11-12=-674/11162, 9-11=-582/9175, 8-9=-533/8305, 6-8=-533/8305 WEBS 2-12=-45/2496, 2-11=-2286/96, 3-11=-149/3352, 3-9=-530/11, 4-9=-159/3080, 5-9=-117/1102, 5-8=-235/67 NOTES 1)2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0-6-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 2-12 2x4 - 1 row at 0-2-0 oc, Except member 4-9 2x4 - 1 row 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 roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 1 and 298 lb uplift at joint 6. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 72 lb up at 8-5-11, and 26 lb down and 9 lb up at 9-7-12, and 106 lb down and 72 lb up at 10-9-13 on top chord, and 1152 lb down and 44 lb up at 2-4-4, 1119 lb down and 44 lb up at 4-4-4, 1119 lb down and 44 lb up at 5-4-4, 1113 lb down and 78 lb up at 7-2-12, and 1070 lb down and 66 lb up at 9-2-12, and 2807 lb down and 214 lb up at 11-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-64, 3-4=-64, 4-7=-64, 1-6=-20 Concentrated Loads (lb) Vert: 12=-1066 (B), 9=-2807 (B), 13=-77, 14=-26, 15=-77, 16=-1100 (B), 17=-1066 (B), 18=-1113 (B), 19=-1070 (B) Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916586D01California Girder 1 24704812 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:14 Page: 1 ID:5wFMryKH4gyhudzru6AwrVz2iCz-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =4x6 =2x4 =3x4 =3x4 =5x8 =5x6 =3x10 =3x4 =2x4 =4x6 81 22 2 12 17 11 18 19 20 10 21 9 7 16 63 4 13 14 15 5 19-3-8 0-1-1 11-4-9 0-1-1 8-0-0 1-0-0 20 -3-8 1-0-0 -1-0-0 3-3-8 11-3-8 3-9-10 3-9-10 3-9-10 19-3-8 4-1-5 15-5-14 4-1-5 7-10 -15 3-6-1 7-3-10 3-6-1 15-5-14 3-9-10 3-9-10 3-9-10 19-3-8 4-8-3 11-11-14 4-0-6 0-5-8 0-3-6 3-5-11 3-5-11 0-3-6 3-9-1 Scale = 1:57.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL)-0.13 10-11 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.83 Vert(CT)-0.26 10-11 >876 180 BCLL 0.0 *Rep Stress Incr NO WB 0.10 Horz(CT)0.10 7 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 79 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 *Except* 4-5:2x6 DF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc purlins, except 2-0-0 oc purlins (3-8-3 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 7=0-5-8 Max Horiz 2=-38 (LC 28) Max Uplift 2=-123 (LC 8), 7=-123 (LC 9) Max Grav 2=1713 (LC 1), 7=1713 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-3347/254, 3-4=-3181/349, 4-5=-2942/349, 5-6=-3185/349, 6-7=-3344/255, 7-8=0/16 BOT CHORD 2-12=-230/2963, 11-12=-230/2963, 10-11=-300/2937, 9-10=-192/2961, 7-9=-192/2961 WEBS 3-12=0/313, 3-11=-177/172, 4-11=0/524, 4-10=-105/117, 5-10=0/524, 6-10=-176/180, 6-9=0/310 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 2 and 123 lb uplift at joint 7. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 528 lb down and 224 lb up at 7-11-11, and 180 lb down and 68 lb up at 9-7-12, and 528 lb down and 224 lb up at 11-3-13 on top chord, and 116 lb down at 2-0-12, 116 lb down at 4-0-12, 116 lb down at 6-0-12, 116 lb down at 8-0-12, 114 lb down at 9-7-12, 116 lb down at 11-2-12, 116 lb down at 13-2-12, and 116 lb down at 15-2-12, and 116 lb down at 17-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9)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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-64, 4-5=-64, 5-8=-64, 2-7=-20 Concentrated Loads (lb) Vert: 12=-58 (F), 9=-58 (F), 13=-492, 14=-180, 15=-492, 16=-58 (F), 17=-58 (F), 18=-58 (F), 19=-57 (F), 20=-58 (F), 21=-58 (F), 22=-58 (F) Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916587D02California Girder 1 14704812 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:14 Page: 1 ID:4?LPPB3O517BxhFZ4fowd4z2gVZ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =4x5 =2x4 =3x10 =4x5 =3x4 =3x6 =4x5 =3x10 =2x4 =4x5 91 2 12 11 10 8 2213 3 72114 4 15 1617 5 1819 20 6 26 -6-0 0-1-1 16-7-1 0-1-1 10-0-0 1-0-0 27-6-0 1-0-0 -1-0-0 3-3-0 16-6-0 3-3-0 13-3-0 4-9-10 4-9-10 4-9-10 26-6-0 5-1-5 21-8-6 5-1-5 9-10-15 7-5-14 16-11-15 9-6-1 9-6-1 9-6-1 26-6-0 4-10 -6 0-5-8 0-3-6 4-3-11 4-3-11 0-3-6 4-7-1 Scale = 1:61.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL)-0.20 8-10 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.71 Vert(CT)-0.43 8-10 >726 180 BCLL 0.0 *Rep Stress Incr YES WB 0.16 Horz(CT)0.09 8 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 100 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-15 oc purlins, except 2-0-0 oc purlins (4-3-13 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 8=0-5-8 Max Horiz 2=-49 (LC 34) Max Uplift 2=-73 (LC 12), 8=-73 (LC 13) Max Grav 2=1172 (LC 1), 8=1172 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-2144/155, 3-4=-1860/90, 4-5=-1662/104, 5-6=-1662/104, 6-7=-1860/90, 7-8=-2144/155, 8-9=0/16 BOT CHORD 2-12=-144/1909, 10-12=-49/1770, 8-10=-96/1909 WEBS 3-12=-273/140, 4-12=0/386, 5-12=-279/75, 5-10=-279/71, 6-10=0/386, 7-10=-273/140 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 9-7-13, Exterior(2R) 9-7-13 to 13-10-11, Interior (1) 13-10-11 to 16-10-3, Exterior(2R) 16-10-3 to 21-1-2, Interior (1) 21-1-2 to 27-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 2 and 73 lb uplift at joint 8. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 31 lb down and 103 lb up at 9-11-11, 26 lb down and 65 lb up at 12-0-12, 28 lb down and 68 lb up at 13-3-0, and 26 lb down and 65 lb up at 14-5-4, and 31 lb down and 103 lb up at 16-6-5 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-64, 4-6=-64, 6-9=-64, 2-8=-20 Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916588E01California114704812Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:14 Page: 1 ID:ssUUhodWGdFOeGaAROTglRz2hSp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =5x8 =2x4 =3x4 =3x4 =7x10 =2x4 =5x8 =M18AHS 5x12 =7x10 =3x4 =3x4 =2x4 =5x8 91 30 2 22 15 14 24 25 26 13 27 12 11 10 31 8 23 28 29 73 4 16 17 18 5 19 20 21 6 26-6-0 0-1-1 8-0-0 0-1-1 18-7-1 1-0-0 27-6-0 1-0-0 -1-0-0 3-9-10 3-9-10 3-9-10 26 -6-0 4-1-5 7-10 -15 4-1-5 22 -8-6 5-3-0 13-3-0 5-3-0 18 -6-0 3-6-1 22-8-6 3-6-1 7-3-10 3-9-10 3-9-10 3-9-10 26 -6-0 5-11-6 19 -2-6 5-11-6 13-3-0 4-0-6 0-5-8 0-3-6 3-5-11 3-5-11 0-3-6 3-9-1 Scale = 1:57.9 Plate Offsets (X, Y):[2:Edge,0-1-6], [4:0-4-8,0-2-8], [6:0-4-8,0-2-8], [8:Edge,0-1-6], [13:0-4-0,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL)-0.31 13 >994 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.93 Vert(CT)-0.55 13-14 >571 180 M18AHS 169/162 BCLL 0.0 *Rep Stress Incr NO WB 0.38 Horz(CT)0.18 8 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 120 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 *Except* 4-6:2x6 DF 2400F 2.0E BOT CHORD 2x4 DF 1800F 1.6E WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-9 oc purlins, except 2-0-0 oc purlins (3-7-13 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 8=0-5-8 Max Horiz 2=-38 (LC 13) Max Uplift 2=-192 (LC 8), 8=-192 (LC 9) Max Grav 2=2580 (LC 1), 8=2580 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-5285/409, 3-4=-5335/514, 4-5=-6462/628, 5-6=-6462/628, 6-7=-5335/514, 7-8=-5285/409, 8-9=0/16 BOT CHORD 2-15=-369/4704, 14-15=-369/4704, 13-14=-454/4969, 11-13=-417/4969, 10-11=-331/4704, 8-10=-331/4704 WEBS 3-15=0/284, 3-14=-188/490, 4-14=0/468, 6-11=0/468, 7-11=-188/490, 7-10=0/284, 5-13=-1250/375, 4-13=-186/1790, 6-13=-186/1790 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 192 lb uplift at joint 2 and 192 lb uplift at joint 8. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 615 lb down and 256 lb up at 7-11-11, 176 lb down and 64 lb up at 10-0-12, 180 lb down and 80 lb up at 12-0-12, 180 lb down and 81 lb up at 13-3-0, 180 lb down and 80 lb up at 14-5-4, and 176 lb down and 64 lb up at 16-5-4, and 615 lb down and 256 lb up at 18-6-5 on top chord, and 116 lb down at 2-0-12, 116 lb down at 4-0-12, 116 lb down at 6-0-12, 116 lb down at 8-0-12, 98 lb down at 10-0-12, 114 lb down at 12-0-12, 114 lb down at 13-3-0, 114 lb down at 14-5-4, 98 lb down at 16-5-4, 116 lb down at 18-5-4, 116 lb down at 20-5-4, and 116 lb down at 22-5-4, and 116 lb down at 24-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10)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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-64, 4-6=-64, 6-9=-64, 2-8=-20 Concentrated Loads (lb) Vert: 15=-58 (F), 10=-58 (F), 5=-180, 13=-57 (F), 16=-570, 17=-176, 18=-180, 19=-180, 20=-176, 21=-570, 22=-58 (F), 23=-58 (F), 24=-58 (F), 25=-74 (F), 26=-57 (F), 27=-57 (F), 28=-74 (F), 29=-58 (F), 30=-58 (F), 31=-58 (F) Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916589E02California Girder 1 14704812 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:15 Page: 1 ID:gTovpDHys0jMHzRooWz6dXz2hTF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x6 =2x4 =3x4 =3x4 =4x8 =4x5 =3x10 =3x4 =3x4 =2x4 =3x6 812 13 12 11 10 9 7 2014 3 6 15 19 4 16 17 18 5 26-6-0 0-1-1 12-0-0 0-1-1 14-7-1 1-0-0 27-6-0 1-0-0 -1-0-0 2-6-0 14-6-0 5-9-10 5-9-10 5-9-10 26-6-0 6-1-5 20 -8-6 6-1-5 11-10-15 3-5-14 14 -11-15 5-8-7 20-8-6 5-8-7 11-6-1 5-9-10 5-9-10 5-9-10 26-6-0 5-8-6 0-5-8 0-3-6 5-1-11 5-1-11 0-3-6 5-5-1 Scale = 1:70.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL)-0.13 11-12 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.56 Vert(CT)-0.23 12-13 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.38 Horz(CT)0.09 7 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 104 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins, except 2-0-0 oc purlins (4-5-13 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 7=0-5-8 Max Horiz 2=-58 (LC 34) Max Uplift 2=-85 (LC 12), 7=-85 (LC 13) Max Grav 2=1218 (LC 1), 7=1218 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-2310/141, 3-4=-1765/137, 4-5=-1567/146, 5-6=-1766/136, 6-7=-2310/141, 7-8=0/16 BOT CHORD 2-13=-139/2038, 12-13=-139/2038, 11-12=-68/1566, 9-11=-82/2038, 7-9=-82/2038 WEBS 3-13=0/247, 3-12=-529/101, 4-12=0/311, 4-11=-145/148, 5-11=0/311, 6-11=-528/102, 6-9=0/246 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 11-7-13, Exterior(2E) 11-7-13 to 14-10-3, Exterior(2R) 14-10-3 to 19-1-2, Interior (1) 19-1-2 to 27-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 2 and 85 lb uplift at joint 7. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 101 lb down and 127 lb up at 11-11-11, and 21 lb down and 51 lb up at 13-3-0, and 101 lb down and 127 lb up at 14-6-5 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-64, 4-5=-64, 5-8=-64, 2-7=-20 Concentrated Loads (lb) Vert: 16=-46, 18=-46 Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916590E03California114704812Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:15 Page: 1 ID:OCzyc41DVlPi6LcWtqZPbOz2hSI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x6 =2x4 =3x4 =4x5 =3x4 =3x4 =2x4 =3x6 712 10 15 16 9 8 6 1411 3 5 12 13 4 26-6-0 1-0-0 27-6-0 1-0-0 -1-0-0 6-5-6 13-3-0 6-5-6 19-8-6 6-9-10 6-9-10 6-9-10 26-6-0 8-7-2 17-6-9 8-11-7 8-11-7 8-11-7 26 -6-0 6-3-1 0-5-8 5-11 -12 Scale = 1:67.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL)-0.23 8-10 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.90 Vert(CT)-0.39 6-8 >808 180 BCLL 0.0 *Rep Stress Incr YES WB 0.16 Horz(CT)0.08 6 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 91 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 6=0-5-8 Max Horiz 2=-67 (LC 13) Max Uplift 2=-50 (LC 12), 6=-50 (LC 13) Max Grav 2=1209 (LC 2), 6=1209 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-2184/100, 3-4=-1987/93, 4-5=-1987/93, 5-6=-2184/100, 6-7=0/16 BOT CHORD 2-10=-84/1952, 8-10=0/1321, 6-8=-44/1952 WEBS 4-8=-18/759, 5-8=-410/148, 4-10=-18/759, 3-10=-410/148 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 13-3-0, Exterior(2R) 13-3-0 to 16-3-0, Interior (1) 16-3-0 to 27-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 6 and 50 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916591E04Common314704812Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:15 Page: 1 ID:mFuuHZyHnyoHwl8D20gV1fz2iHK-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x6 =2x4 =3x4 =4x5 =3x4 =3x4 =2x4 =4x6 1 2 9 14 15 8 7 6 10 13 3 5 11 12 4 26-2-14 1-0-0 -1-0-0 6-5-6 13-3-0 6-5-6 19-8-6 6-6-8 26-2-14 6-9-10 6-9-10 8-7-2 17-6-9 8-8-5 26-2-14 8-11-7 8-11-7 6-3-1 0-5-8 0-6-13 5-11 -12 Scale = 1:67.2 Plate Offsets (X, Y):[6:0-3-0,0-0-1] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL)-0.22 7-9 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.90 Vert(CT)-0.38 2-9 >808 180 BCLL 0.0 *Rep Stress Incr YES WB 0.16 Horz(CT)0.08 6 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 90 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 WEDGE Right: 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 6=0-2-6 Max Horiz 2=70 (LC 12) Max Uplift 2=-50 (LC 12), 6=-32 (LC 13) Max Grav 2=1205 (LC 2), 6=1139 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-2174/105, 3-4=-1977/98, 4-5=-1967/103, 5-6=-2158/108 BOT CHORD 2-9=-88/1942, 7-9=0/1311, 6-7=-52/1923 WEBS 4-7=-20/746, 5-7=-399/148, 4-9=-17/760, 3-9=-410/148 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 13-3-0, Exterior(2R) 13-3-0 to 16-3-0, Interior (1) 16-3-0 to 26-1-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 2 and 32 lb uplift at joint 6. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916592E05Common314704812Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:16 Page: 1 ID:uIEf8dWljOjc3_EFIO0WRaz2iGb-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =4x8 =2x4 =3x4 =3x6 =4x5 =3x4 =2x4 =4x6 1 2 9 15 8 16 7 6 10 14 3 5 11 13 12 4 26-2-14 1-0-0 -1-0-0 6-5-6 13-3-0 6-5-6 19-8-6 6-6-8 26-2-14 6-9-10 6-9-10 8-7-2 17-6-9 8-8-5 26-2-14 8-11-7 8-11-7 6-3-1 0-5-8 0-6-13 5-11 -12 Scale = 1:67.2 Plate Offsets (X, Y):[6:0-3-0,0-0-1] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL)-0.22 7-9 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.99 Vert(CT)-0.43 2-9 >729 180 BCLL 0.0 *Rep Stress Incr NO WB 0.16 Horz(CT)0.08 6 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 94 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E *Except* 4-6:2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 WEDGE Left: 2x4 SP No.3 Right: 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 6= Mechanical Max Horiz 2=3323 (LC 29) Max Uplift 2=-210 (LC 30), 6=-32 (LC 13) Max Grav 2=2623 (LC 29), 6=1172 (LC 30) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-5588/1357, 3-4=-5419/1533, 4-5=-2051/104, 5-6=-2244/109 BOT CHORD 2-9=-88/2168, 7-9=0/1388, 6-7=-53/2003 WEBS 4-7=-20/752, 5-7=-402/148, 4-9=-18/863, 3-9=-428/148 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 13-3-0, Exterior(2R) 13-3-0 to 16-3-0, Interior (1) 16-3-0 to 26-2-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 210 lb uplift at joint 2 and 32 lb uplift at joint 6. 7)Load case(s) 29, 30 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) at 12-6-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Except: 29)User defined (1): Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (lb/ft) Vert: 1-4=-51, 4-6=-51, 2-15=-35, 15-16=-50, 6-16=-35 Concentrated Loads (lb) Vert: 12=-1385 Horz: 12=-3323 30)User defined (2): Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (lb/ft) Vert: 1-4=-51, 4-6=-51, 2-15=-35, 15-16=-50, 6-16=-35 Concentrated Loads (lb) Vert: 12=1385 Horz: 12=3323 Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916593E06Common114704812Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:16 Page: 1 ID:Ok79Aj?LRNYW9UPfpyBbFpz2iDO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x6 =2x4 =3x4 =3x4 =4x8 =4x5 =3x10 =3x4 =3x4 =2x4 =5x6 1 2 12 11 10 9 8 7 13 19 63 14 18 4 15 16 17 5 26-2-14 0-1-1 12-0-0 0-1-1 14-7-1 1-0-0 -1-0-0 2-6-0 14-6-0 5-6-8 26 -2-14 5-9-10 5-9-10 6-1-5 20-8-6 6-1-5 11-10-15 3-5-14 14-11-15 5-6-8 26 -2-14 5-8-7 20 -8-6 5-8-7 11-6-1 5-9-10 5-9-10 5-8-6 0-5-8 0-6-13 0-3-6 5-1-11 5-1-11 0-3-6 5-5-1 Scale = 1:70.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL)-0.13 10-11 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.58 Vert(CT)-0.23 11-12 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.38 Horz(CT)0.09 7 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 103 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 WEDGE Right: 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins, except 2-0-0 oc purlins (4-6-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 7= Mechanical Max Horiz 2=61 (LC 12) Max Uplift 2=-85 (LC 12), 7=-66 (LC 13) Max Grav 2=1215 (LC 1), 7=1133 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-2302/140, 3-4=-1757/140, 4-5=-1556/146, 5-6=-1755/139, 6-7=-2294/143 BOT CHORD 2-12=-141/2031, 11-12=-141/2031, 10-11=-70/1558, 8-10=-89/2020, 7-8=-89/2020 WEBS 3-12=0/247, 3-11=-530/102, 4-11=0/311, 4-10=-149/143, 5-10=0/309, 6-10=-522/106, 6-8=0/245 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 11-7-13, Exterior(2E) 11-7-13 to 14-10-3, Exterior(2R) 14-10-3 to 19-1-2, Interior (1) 19-1-2 to 26-2-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 2 and 66 lb uplift at joint 7. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 101 lb down and 127 lb up at 11-11-11, and 21 lb down and 51 lb up at 13-3-0, and 98 lb down and 126 lb up at 14-6-5 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-64, 4-5=-64, 5-7=-64, 2-7=-20 Concentrated Loads (lb) Vert: 15=-46, 17=-43 Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916594E07California114704812Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:16 Page: 1 ID:B5zE21YsRy8Dc?VCpv5LMxz2hAr-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =4x5 =2x4 =3x10 =4x5 =3x4 =3x6 =4x5 =3x10 =2x4 =4x6 1 2 11 10 9 8 12 21 3 72013 4 14 1516 5 6171819 26-2-14 0-1-1 16-7-1 0-1-1 10-0-0 1-0-0 -1-0-0 3-3-0 16-6-0 3-3-0 13-3-0 4-6-8 26 -2-14 4-9-10 4-9-10 5-1-5 21-8-6 5-1-5 9-10-15 7-5-14 16 -11-15 9-2-15 26 -2-14 9-6-1 9-6-1 4-10 -6 0-5-8 0-6-13 0-3-6 4-3-11 4-3-11 0-3-6 4-7-1 Scale = 1:61.4 Plate Offsets (X, Y):[8:0-3-0,0-0-1] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL)-0.20 2-11 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.71 Vert(CT)-0.43 2-11 >726 180 BCLL 0.0 *Rep Stress Incr YES WB 0.16 Horz(CT)0.08 8 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 99 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 WEDGE Right: 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins, except 2-0-0 oc purlins (4-3-14 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 8= Mechanical Max Horiz 2=51 (LC 16) Max Uplift 2=-69 (LC 12), 8=-54 (LC 13) Max Grav 2=1172 (LC 1), 8=1090 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-2142/146, 3-4=-1858/81, 4-5=-1660/95, 5-6=-1659/105, 6-7=-1857/92, 7-8=-2129/156 BOT CHORD 2-11=-139/1907, 9-11=-40/1767, 8-9=-103/1893 WEBS 3-11=-274/138, 4-11=0/385, 5-11=-278/71, 5-9=-282/89, 6-9=0/383, 7-9=-261/140 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 9-7-13, Exterior(2R) 9-7-13 to 13-10-11, Interior (1) 13-10-11 to 16-10-3, Exterior(2R) 16-10-3 to 21-1-2, Interior (1) 21-1-2 to 26-2-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 lb uplift at joint 2 and 54 lb uplift at joint 8. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 31 lb down and 103 lb up at 9-11-11, 26 lb down and 65 lb up at 12-0-12, 28 lb down and 68 lb up at 13-3-0, and 26 lb down and 65 lb up at 14-5-4, and 31 lb down and 56 lb up at 16-6-5 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-64, 4-6=-64, 6-8=-64, 2-8=-20 Concentrated Loads (lb) Vert: 19=-3 Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916595E08California114704812Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:17 Page: 1 ID:ERK22XJyv6kwq4YYCQFu5xz2hB8-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x10 =2x4 =3x4 =3x4 =7x10 =3x6 =3x4 =M18AHS 5x12 =4x6 =6x12 =2x4 =5x8 =M18AHS 3x10 1 2 26 14 27 13 28 29 30 31 12 32 11 33 34 10 35 36 37 9 3 4 15 16 17 18 5 19 20 21 6 22 7 23 24 25 8 26-2-14 0-1-1 8-0-0 1-0-0 -1-0-0 3-9-10 3-9-10 4-1-5 7-10-15 5-6-13 13-6-13 6-3-3 19-9-15 6-4-15 26-2-14 3-6-1 7-3-10 3-9-10 3-9-10 6-3-3 13 -6-13 6-3-3 19-9-15 6-4-15 26-2-14 4-0-6 0-5-8 3-5-11 0-3-6 3-5-11 3-5-11 0-3-6 3-9-1 Scale = 1:57.9 Plate Offsets (X, Y):[2:0-10-0,0-0-10], [4:0-4-12,0-2-12], [8:0-3-0,0-2-4], [10:0-3-4,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL)-0.25 12 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.48 Vert(CT)-0.42 12-13 >737 180 M18AHS 145/140 BCLL 0.0 *Rep Stress Incr NO WB 1.00 Horz(CT)0.08 9 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 151 lb FT = 10% LUMBER TOP CHORD 2x6 DF 2400F 2.0E *Except* 1-4:2x4 HF No.2 BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF No.2 *Except* 4-12,8-10,10-5:2x4 DF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-1-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-8 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-10 REACTIONS (size)2=0-5-8, 9= Mechanical Max Horiz 2=90 (LC 7) Max Uplift 2=-168 (LC 8), 9=-202 (LC 9) Max Grav 2=2559 (LC 1), 9=2827 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-5273/359, 3-4=-5439/460, 4-5=-6500/527, 5-7=-4783/357, 7-8=-4783/357, 8-9=-2685/262 BOT CHORD 2-14=-338/4737, 13-14=-338/4737, 12-13=-432/5063, 10-12=-535/6500, 9-10=-27/80 WEBS 3-14=-50/175, 3-13=-177/553, 4-13=0/544, 4-12=-129/1705, 8-10=-376/5220, 5-12=-403/265, 5-10=-1906/195, 7-10=-1135/283 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 202 lb uplift at joint 9 and 168 lb uplift at joint 2. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 615 lb down and 256 lb up at 7-11-11, 176 lb down and 64 lb up at 10-0-12, 180 lb down and 80 lb up at 12-0-12, 180 lb down and 81 lb up at 13-3-0, 180 lb down and 80 lb up at 14-5-4, 176 lb down and 64 lb up at 16-5-4, 223 lb down and 86 lb up at 18-5-4, 223 lb down and 86 lb up at 20-5-4, and 223 lb down and 86 lb up at 22-5-4, and 223 lb down and 86 lb up at 24-5-4 on top chord, and 116 lb down at 2-0-12, 116 lb down at 4-0-12, 116 lb down at 6-0-12, 116 lb down at 8-0-12, 98 lb down at 10-0-12, 114 lb down at 12-0-12, 114 lb down at 13-3-0, 114 lb down at 14-5-4, 98 lb down at 16-5-4, 114 lb down at 18-5-4, 114 lb down at 20-5-4, and 114 lb down at 22-5-4, and 114 lb down at 24-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11)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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-64, 4-8=-64, 2-9=-20 Concentrated Loads (lb) Vert: 14=-58 (B), 15=-570, 16=-176, 17=-180, 18=-180, 19=-180, 20=-176, 22=-223, 23=-223, 24=-223, 25=-223, 26=-58 (B), 27=-58 (B), 28=-58 (B), 29=-74 (B), 30=-57 (B), 31=-57 (B), 32=-57 (B), 33=-74 (B), 34=-57 (B), 35=-57 (B), 36=-57 (B), 37=-57 (B) Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916596E09Roof Special Girder 1 14704812 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:17 Page: 1 ID:hMUunwjbqaiU3F1gH?b?xdz2hRO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 5 12 =3x4 1 2 4 3 2-0-0 1-0-0 -1-0-0 0-1-1 2-0-0 1-10 -15 1-10 -15 2-0-0 1-6-6 0-5-8 0-3-8 Scale = 1:26.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL)0.00 2-4 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT)0.00 2-4 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 6 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 2=31 (LC 12) Max Uplift 2=-19 (LC 8), 3=-19 (LC 12) Max Grav 2=163 (LC 1), 3=42 (LC 1), 4=39 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-35/15 BOT CHORD 2-4=0/0 NOTES 1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 2 and 19 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916597J01Jack-Open 6 14704812 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:17 Page: 1 ID:T0BvPSsRV33WrTJPjaOkfrz2hXg-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 5 12 =3x4 1 5 2 4 6 3 3-10 -15 1-0-0 -1-0-0 2-0-0 2-0-0 1-10-15 3-10-15 2-0-0 2-4-6 0-5-8 1-3-8 Scale = 1:25.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL)0.00 2-4 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT)0.00 2-4 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 9 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 2=52 (LC 12) Max Uplift 2=-28 (LC 12), 3=-43 (LC 12) Max Grav 2=217 (LC 1), 3=113 (LC 1), 4=39 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-57/37 BOT CHORD 2-4=0/0 NOTES 1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 3-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 3 and 28 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916598J02Jack-Open 6 14704812 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:18 Page: 1 ID:EZgx5BySdW4NoiwxBFXczXz2hXY-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 5 12 =3x4 1 2 4 5 6 3 5-10-15 1-0-0 -1-0-0 2-0-0 2-0-0 3-10-15 5-10-15 2-0-0 3-2-6 0-5-8 1-3-8 Scale = 1:28.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL)0.00 2-4 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT)0.00 2-4 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 11 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 2=74 (LC 12) Max Uplift 2=-41 (LC 12), 3=-66 (LC 12) Max Grav 2=278 (LC 1), 3=180 (LC 1), 4=39 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-71/58 BOT CHORD 2-4=0/0 NOTES 1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 5-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 3 and 41 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916599J03Jack-Open 6 14704812 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:18 Page: 1 ID:TIjL_G35VHC6N56gDeBjrRz2hXP-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 5 12 =3x4 1 2 5 6 7 4 3 8-0-0 1-0-0 -1-0-0 1-10 -15 1-10 -15 6-1-1 8-0-0 8-0-0 1-6-6 0-5-8 0-3-8 Scale = 1:24.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL)-0.24 2-4 >393 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.70 Vert(CT)-0.48 2-4 >196 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 13 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 2=30 (LC 12) Max Uplift 3=-16 (LC 12) Max Grav 2=230 (LC 1), 3=30 (LC 1), 4=156 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-38/13 BOT CHORD 2-4=0/0 NOTES 1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 3. 6)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 8 lb down at 2-0-12, and 8 lb down at 4-0-12, and 8 lb down at 6-0-12 on bottom 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-64, 2-4=-20 Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916600J04Jack-Open 6 14704812 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:18 Page: 1 ID:XSfRhDSAz7EZD?Yq5MmE8Bz2hWv-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 5 12 =3x4 1 5 2 4 6 3 8-0-0 1-0-0 -1-0-0 3-10-15 3-10-15 4-1-1 8-0-0 8-0-0 2-4-6 0-5-8 0-3-8 Scale = 1:26.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL)-0.24 2-4 >393 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.70 Vert(CT)-0.48 2-4 >196 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 16 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 2=52 (LC 12) Max Uplift 3=-41 (LC 12) Max Grav 2=281 (LC 1), 3=107 (LC 1), 4=156 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-57/36 BOT CHORD 2-4=0/0 NOTES 1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 3-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916601J05Jack-Open 6 14704812 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:18 Page: 1 ID:PDuyXaVg1Lk?hdsbKCqAI0z2hWr-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 5 12 =3x4 1 2 4 5 6 3 8-0-0 1-0-0 -1-0-0 2-1-1 8-0-0 5-10-15 5-10-15 8-0-0 3-2-6 0-5-8 0-3-8 Scale = 1:28.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL)-0.24 2-4 >393 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.70 Vert(CT)-0.48 2-4 >196 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 18 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 2=74 (LC 12) Max Uplift 2=-7 (LC 12), 3=-65 (LC 12) Max Grav 2=341 (LC 1), 3=175 (LC 1), 4=156 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-70/57 BOT CHORD 2-4=0/0 NOTES 1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 5-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 3 and 7 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916602J06Jack-Open 6 14704812 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:18 Page: 1 ID:I_8TNyYB4aFRAEAMZ2v6Ssz2hWn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x4 1 2 4 5 6 7 3 8-0-0 1-0-0 -1-0-0 0-1-1 8-0-0 7-10-15 7-10-15 8-0-0 4-0-6 0-5-8 0-3-8 Scale = 1:32.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL)-0.24 2-4 >393 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.70 Vert(CT)-0.48 2-4 >196 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 23 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E BOT CHORD 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 2=89 (LC 12) Max Uplift 2=-20 (LC 12), 3=-72 (LC 12) Max Grav 2=403 (LC 1), 3=241 (LC 1), 4=156 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-87/78 BOT CHORD 2-4=0/0 NOTES 1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 7-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 3 and 20 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916603J07Jack-Open 6 14704812 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:18 Page: 1 ID:eyxMQfcKv6tjH?2KMbVH9wz2hWi-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x4 1 5 2 9 10 11 3 4 9-10-15 1-0-0 -1-0-0 1-10-15 9-10-15 8-0-0 8-0-0 8-0-0 4-10 -6 0-5-8 3-9-8 Scale = 1:47.6 Plate Offsets (X, Y):[2:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL)-0.17 5-8 >561 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.55 Vert(CT)-0.37 5-8 >260 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.03 2 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-AS Weight: 26 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E BOT CHORD 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)2=0-3-8, 3=0-1-8, 4= Mechanical, 5= Mechanical Max Horiz 2=104 (LC 12) Max Uplift 2=-14 (LC 12), 3=-68 (LC 12), 4=-12 (LC 8) Max Grav 2=405 (LC 1), 3=297 (LC 1), 4=57 (LC 1), 5=138 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25, 2-3=-171/73, 3-4=-19/18 BOT CHORD 2-5=-109/87 NOTES 1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 9-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 4, 14 lb uplift at joint 2 and 68 lb uplift at joint 3. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 8)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916604J08Jack-Open 5 14704812 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:18 Page: 1 ID:PUQN5OiL0ZtaEEfsqHe9Ucz2hWa-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x4 1 6 2 10 11 12 3 4 5 11-7-5 1-0-0 -1-0-0 3-7-5 11-7-5 8-0-0 8-0-0 8-0-0 5-6-13 0-5-8 3-9-8 Scale = 1:50.5 Plate Offsets (X, Y):[2:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL)-0.17 6-9 >561 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.55 Vert(CT)-0.37 6-9 >260 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.03 2 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-AS Weight: 28 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E BOT CHORD 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)2=0-3-8, 3=0-1-8, 4=0-1-8, 5= Mechanical, 6= Mechanical Max Horiz 2=117 (LC 12) Max Uplift 2=-8 (LC 12), 3=-70 (LC 12), 4=-24 (LC 8), 5=-10 (LC 8) Max Grav 2=405 (LC 1), 3=304 (LC 1), 4=112 (LC 1), 5=48 (LC 1), 6=138 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25, 2-3=-171/74, 3-4=-48/22, 4-5=-15/15 BOT CHORD 2-6=-111/87 NOTES 1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 11-6-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 5, 8 lb uplift at joint 2, 70 lb uplift at joint 3 and 24 lb uplift at joint 4. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4. 8)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916605J09Jack-Open 1 14704812 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:19 Page: 1 ID:7DcRvFScfJZx2cqaubESSTz2hVd-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x4 1 2 6 7 8 9 3 4 5 11-10-15 1-0-0 -1-0-0 3-10-15 11-10 -15 8-0-0 8-0-0 8-0-0 5-8-6 0-5-8 3-9-8 Scale = 1:51 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL)-0.23 2-6 >406 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.69 Vert(CT)-0.46 2-6 >203 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 28 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E BOT CHORD 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 3=0-1-8, 4=0-1-8, 5= Mechanical, 6= Mechanical Max Horiz 2=120 (LC 12) Max Uplift 2=-10 (LC 12), 3=-86 (LC 12), 4=-26 (LC 8), 5=-12 (LC 8) Max Grav 2=413 (LC 1), 3=308 (LC 1), 4=121 (LC 1), 5=57 (LC 1), 6=154 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-139/88, 3-4=-54/24, 4-5=-19/18 BOT CHORD 2-6=0/0 NOTES 1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 11-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 5, 10 lb uplift at joint 2, 86 lb uplift at joint 3 and 26 lb uplift at joint 4. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916606J10Jack-Open 4 14704812 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:19 Page: 1 ID:rEJwHwOXHHOsPbnaTzeldwz2hUP-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x4 1 2 7 8 9 3 10 4 5 6 13 -1-3 1-0-0 -1-0-0 5-1-3 13-1-3 8-0-0 8-0-0 8-0-0 6-2-5 0-5-8 3-9-8 Scale = 1:53 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL)-0.23 2-7 >406 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.69 Vert(CT)-0.46 2-7 >203 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 6 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 30 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E BOT CHORD 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 3=0-1-8, 4=0-1-8, 5=0-1-8, 6= Mechanical, 7= Mechanical Max Horiz 2=129 (LC 12) Max Uplift 2=-6 (LC 12), 3=-86 (LC 12), 4=-28 (LC 8), 5=-21 (LC 8), 6=-7 (LC 8) Max Grav 2=413 (LC 1), 3=308 (LC 1), 4=128 (LC 1), 5=95 (LC 1), 6=31 (LC 1), 7=154 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-154/84, 3-4=-75/33, 4-5=-39/20, 5-6=-10/10 BOT CHORD 2-7=0/0 NOTES 1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 13-0-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4, 5. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 6, 6 lb uplift at joint 2, 86 lb uplift at joint 3, 28 lb uplift at joint 4 and 21 lb uplift at joint 5. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4, 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916607J11Jack-Open 2 14704812 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:19 Page: 1 ID:c2KNWThDOyYJvRCNRjac7Bz2hU0-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x4 1 2 5 6 7 8 3 4 8-1-8 1-0-0 -1-0-0 1-7-0 9-7-0 8-0-0 8-0-0 8-0-0 4-8-11 0-5-8 3-9-8 Scale = 1:47 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL)-0.23 2-5 >406 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.69 Vert(CT)-0.46 2-5 >203 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 25 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E BOT CHORD 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 3=0-1-8, 5= Mechanical Max Horiz 2=100 (LC 12) Max Uplift 2=-17 (LC 12), 3=-87 (LC 12) Max Grav 2=403 (LC 1), 3=351 (LC 1), 5=154 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-106/83, 3-4=-37/0 BOT CHORD 2-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 9-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 2 and 87 lb uplift at joint 3. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916608J12Jack-Open 4 14704812 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:19 Page: 1 ID:wHx0zYDFjgQR1oqbpBr9Emz2hS2-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x4 1 2 6 7 8 9 3 4 5 9-5-15 1-0-0 -1-0-0 1-5-15 9-5-15 8-0-0 8-0-0 8-0-0 4-8-4 0-5-8 3-9-8 Scale = 1:46.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL)-0.23 2-6 >406 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.69 Vert(CT)-0.46 2-6 >203 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 25 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E BOT CHORD 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 3=0-1-8, 4=0-3-2, 5= Mechanical, 6= Mechanical Max Horiz 2=101 (LC 12) Max Uplift 2=-18 (LC 12), 3=-76 (LC 12), 4=-9 (LC 8), 5=-6 (LC 8) Max Grav 2=413 (LC 1), 3=263 (LC 1), 4=44 (LC 1), 5=26 (LC 1), 6=154 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-105/80, 3-4=-21/9, 4-5=-8/8 BOT CHORD 2-6=0/0 NOTES 1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 9-5-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 5, 18 lb uplift at joint 2, 76 lb uplift at joint 3 and 9 lb uplift at joint 4. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916609J13Jack-Open 1 14704812 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:19 Page: 1 ID:Uys_dKsIPdfEZTBYnNWi6Cz2gX6-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3.5412 3.54 12 =4x6 =3x6 =3x6 =3x6 =3x6 =4x6 1 2 6 7 8 3 4 5 14-2-11 1-5-0 -1-5-0 5-5-1 16-7-5 11-2-4 11-2-4 0-1-6 11-3-11 2-11-0 14 -2-11 11-2-4 11-2-4 5-7-6 0-5-8 5-4-4 Scale = 1:50 Plate Offsets (X, Y):[2:0-0-10,0-0-8], [2:2-1-8,0-0-4], [2:4-5-8,0-0-4], [3:0-1-4,11-3-7], [3:6-9-8,0-0-4], [3:9-1-8,0-0-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL)-0.54 2-3 >252 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(CT)-0.69 2-3 >197 180 BCLL 0.0 *Rep Stress Incr NO WB 0.00 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 41 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)2=0-4-9, 3=0-2-2, 4=0-2-2 Max Horiz 2=140 (LC 4) Max Uplift 2=-152 (LC 4), 3=-245 (LC 8), 4=-94 (LC 5) Max Grav 2=518 (LC 1), 3=682 (LC 1), 4=318 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-133/124, 3-4=-37/45, 4-5=-45/4 NOTES 1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 245 lb uplift at joint 3, 152 lb uplift at joint 2 and 94 lb uplift at joint 4. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 10 lb down and 19 lb up at 2-9-8, 10 lb down and 23 lb up at 2-9-8, 25 lb down and 48 lb up at 5-7-7, 27 lb down and 49 lb up at 5-7-7, 85 lb down and 67 lb up at 8-5-6, 90 lb down and 68 lb up at 8-5-6, 151 lb down and 70 lb up at 11-3-5, and 7 lb down and 19 lb up at 14-1-4, and 7 lb down and 15 lb up at 16-7-5 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9)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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-5=-64 Concentrated Loads (lb) Vert: 3=-151 (B), 7=-40 (F=-23, B=-17), 8=-175 (F=-90, B=-85) Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916610R01Corner Rafter 1 14704812 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:19 Page: 1 ID:QaX4NeX??TSxOhswpZs5Eyz2hVW-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3.5412 3.5412 =4x6 =3x6 =3x6 =3x6 =3x6 =4x6 =3x4 1 2 8 9 10 3 4 5 6 7 17-0-10 1-5-0 -1-5-0 7-5-2 18-7-6 11-2-4 11-2-4 0-1-6 11-3-11 2-9-15 14 -1-10 2-11-0 17 -0-10 11-2-4 11-2-4 6-2-7 0-5-8 5-11 -5 Scale = 1:65.9 Plate Offsets (X, Y):[2:2-1-8,0-0-4], [2:4-5-8,0-0-4], [2:0-0-10,0-0-8], [3:0-1-4,11-3-7], [3:6-9-8,0-0-4], [3:9-1-8,0-0-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL)-0.54 2-3 >252 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(CT)-0.69 2-3 >197 180 BCLL 0.0 *Rep Stress Incr NO WB 0.00 Horz(CT)0.00 6 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 43 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E *Except* 7-4:2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied. REACTIONS All bearings 0-2-2. except 2=0-6-2 (lb) -Max Horiz 2=157 (LC 4) Max Uplift All uplift 100 (lb) or less at joint(s) 5, 6 except 2=-148 (LC 4), 3=-266 (LC 8) Max Grav All reactions 250 (lb) or less at joint (s) 5, 6 except 2=519 (LC 1), 3=752 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)Plate(s) at joint(s) 2, 2, 2, 3, 3 and 3 checked for a plus or minus 0 degree rotation about its center. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 5, 6. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 5, 6 except (jt=lb) 2=147, 3=265. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 5, 6. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 19 lb up at 2-9-8, 23 lb up at 2-9-8, 17 lb down and 48 lb up at 5-7-7, 23 lb down and 49 lb up at 5-7-7, 85 lb down and 67 lb up at 8-5-6, 90 lb down and 68 lb up at 8-5-6, 151 lb down and 70 lb up at 11-3-5, and 19 lb up at 14-1-4, and 1 lb down and 19 lb up at 16-11-3 on top chord. The design/selection of such connection device (s) is the responsibility of others. 9)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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-7=-64 Concentrated Loads (lb) Vert: 3=-151 (B), 9=-40 (F=-23, B=-17), 10=-175 (F=-90, B=-85) Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916611R02Corner Rafter 3 14704812 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 E Feb 1 2025 Print: 8.830 E Feb 1 2025 MiTek Industries, Inc. Thu Jun 26 08:54:26 Page: 1 ID:Jzx9dupU21ou6zyI0pmyXIz2hTs-r3AIvqYF_FDC87pcngVnvivSpi2FgdfPDvS_yWz2dQi June 25,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3.5412 3.54 12 =4x6 =3x6 =3x6 =3x6 =3x6 =4x6 1 2 6 7 8 3 4 5 12-3-9 1-5-0 -1-5-0 2-3-15 13-6-3 11-2-4 11-2-4 0-1-6 11-3-11 0-11-15 12-3-9 11-2-4 11-2-4 4-8-7 0-5-8 4-5-5 Scale = 1:49 Plate Offsets (X, Y):[2:0-0-10,0-0-8], [2:2-1-8,0-0-4], [2:4-5-8,0-0-4], [3:0-1-4,11-3-7], [3:6-9-8,0-0-4], [3:9-1-8,0-0-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL)-0.54 2-3 >252 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(CT)-0.69 2-3 >197 180 BCLL 0.0 *Rep Stress Incr NO WB 0.00 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 37 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)2=0-6-2, 3=0-2-2, 4=0-4-7 Max Horiz 2=117 (LC 4) Max Uplift 2=-159 (LC 4), 3=-226 (LC 8), 4=-57 (LC 5) Max Grav 2=518 (LC 1), 3=609 (LC 1), 4=193 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-118/124, 3-4=-21/29, 4-5=-25/0 NOTES 1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 159 lb uplift at joint 2, 226 lb uplift at joint 3 and 57 lb uplift at joint 4. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 10 lb down and 19 lb up at 2-9-8, 10 lb down and 23 lb up at 2-9-8, 25 lb down and 48 lb up at 5-7-7, 27 lb down and 49 lb up at 5-7-7, 85 lb down and 67 lb up at 8-5-6, and 90 lb down and 68 lb up at 8-5-6, and 151 lb down and 70 lb up at 11-3-5 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9)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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-5=-64 Concentrated Loads (lb) Vert: 3=-151 (F), 7=-40 (F=-17, B=-23), 8=-175 (F=-85, B=-90) Job Truss Truss Type Qty Ply CENTURY 2155-C WILLOW GLENN R88916613R04Corner Rafter 2 14704812 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Wed Jun 25 17:40:20 Page: 1 ID:FUL?J3zJX4f5Wio4F2faRuz2gX_-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 25,2025 LA T E R A L B R A C I N G L O C A T I O N In d i c a t e s l o c a t i o n w h e r e b e a r i n g s (s u p p o r t s ) o c c u r . I c o n s v a r y b u t re a c t i o n s e c t i o n i n d i c a t e s j o i n t nu m b e r / l e t t e r w h e r e b e a r i n g s o c c u r . Mi n s i z e s h o w n i s f o r c r u s h i n g o n l y . In d i c a t e d b y s y m b o l s h o w n a n d / o r by t e x t i n t h e b r a c i n g s e c t i o n o f t h e ou t p u t . U s e T o r I b r a c i n g if i n d i c a t e d . Th e f i r s t d i m e n s i o n i s t h e p l a t e wi d t h m e a s u r e d p e r p e n d i c u l a r to s l o t s . S e c o n d d i m e n s i o n i s th e l e n g t h p a r a l l e l t o s l o t s . Ce n t e r p l a t e o n j o i n t u n l e s s x , y of f s e t s a r e i n d i c a t e d . Di m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . Ap p l y p l a t e s t o b o t h s i d e s o f t r u s s an d f u l l y e m b e d t e e t h . 1. A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2. T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3. N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4. P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5. C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6. P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7. D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8. U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9. U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 10 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 11 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 12 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 13 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 14 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 15 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 16 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 17 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 18 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 19 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 20 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . 21 . T h e d e s i g n d o e s n o t t a k e i n t o a c c o u n t a n y d y n a m i c o r o t h e r l o a d s o t h e r t h a n t h o s e e x p r e s s l y s t a t e d . Fa i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y Da m a g e o r P e r s o n a l I n j u r y ( D r a w i n g s n o t t o s c a l e ) © 2 0 2 3 M i T e k ® A l l R i g h t s R e s e r v e d Mi T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 1 / 2 / 2 0 2 3 ed g e o f t r u s s . fr o m o u t s i d e " 16 /1 -0 IC C - E S R e p o r t s : ES R - 1 9 8 8 , E S R - 2 3 6 2 , E S R - 2 6 8 5 , E S R - 3 2 8 2 ES R - 4 7 2 2 , E S L - 1 3 8 8 JO I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E AR O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O TH E L E F T . CH O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T NU M B E R S / L E T T E R S . W4-6 W3-6 W3- 7 W2-7 W1-7 C1-8 C5 - 6 C6 - 7 C7 - 8 C4-5 C3- 4 C2 - 3 C1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 BO T T O M C H O R D S TO P C H O R D S BE A R I N G 4 x 4 PL A T E S I Z E Th i s s y m b o l i n d i c a t e s t h e re q u i r e d d i r e c t i o n o f s l o t s i n co n n e c t o r p l a t e s . " 16 /1 Fo r 4 x 2 o r i e n t a t i o n , l o c a t e pl a t e s 0 - 2/1 PL A T E L O C A T I O N A N D O R I E N T A T I O N * Pl a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k so f t w a r e o r u p o n r e q u e s t . In d u s t r y S t a n d a r d s : AN S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . DS B - 2 2 : D e s i g n S t a n d a r d f o r B r a c i n g . BC S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g , R e s t r a i n i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6- 4 - 8 WE B S Tr u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e tr u s s u n l e s s o t h e r w i s e s h o w n . Lu m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 se c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s es t a b l i s h e d b y o t h e r s . di m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s L Jo i n t I D ty p .