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HomeMy WebLinkAbout2448 B STAMPED ENG400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 MiTek, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Arlington, WA). June 24,2025 Zhao, Xiaoming Pages or sheets covered by this seal: R88882148 thru R88882160 My license renewal date for the state of Washington is September 28, 2025. 4704825 CENTURY PLAN 2448-B 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) 5 12 =3x4 =2x4 =2x4 1 5 2 4 6 3 2-10-0 1-6-0 -1-6-0 2-10-0 2-10-0 2-10-0 2-1-7 0-5-8 1-7-11 Scale = 1:23.2 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 0.18 Vert(LL)0.00 2-4 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.06 Vert(CT)0.00 2-4 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 10 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 2-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 4= Mechanical Max Horiz 2=42 (LC 9) Max Uplift 2=-43 (LC 8), 4=-2 (LC 12) Max Grav 2=253 (LC 1), 4=64 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/29, 2-3=-56/34, 3-4=-54/51 BOT CHORD 2-4=-16/17 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) -1-6-0 to 1-6-0, Interior (1) 1-6-0 to 2-8-4 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 2 lb uplift at joint 4 and 43 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY PLAN 2448-B R88882148A01Monopitch1214704825Job 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. Tue Jun 24 12:40:40 Page: 1 ID:5vKFBB3A8Qdwqxbj08VMK4yMAUA-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 24,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 5 12 =3x4 =2x4 =2x4 =2x4 =2x4 1 7 2 6 5 8 3 4 2-10-0 1-6-0 -1-6-0 2-10-0 2-10-0 2-10-0 2-1-7 0-5-8 1-7-11 Scale = 1:26.8 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 0.18 Vert(LL)0.00 2-6 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.09 Vert(CT)0.00 2-6 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.01 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 11 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 2-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 5= Mechanical Max Horiz 2=42 (LC 9) Max Uplift 2=-43 (LC 8), 5=-2 (LC 12) Max Grav 2=253 (LC 1), 5=64 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/29, 2-3=-56/11, 3-4=-19/11, 4-5=-34/18 BOT CHORD 2-6=-16/32, 5-6=-16/32 WEBS 3-6=-35/49 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) -1-6-0 to 1-6-0, Interior (1) 1-6-0 to 2-8-4 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)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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 5 and 43 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY PLAN 2448-B R88882149A02Monopitch114704825Job 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. Tue Jun 24 12:40:42 Page: 1 ID:OFFufa9ZUaWxA0e3w67?6YyMAU3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 24,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 5 12 =3x4 =2x4 =2x4 =2x4 =2x4 1 7 2 6 5 8 3 4 2-10-0 1-6-0 -1-6-0 2-10-0 2-10-0 2-10-0 2-1-7 0-5-8 1-7-11 Scale = 1:27.7 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 0.13 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(CT)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.01 Horz(CT)0.00 5 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 WEBS 2x4 HF No.2 OTHERS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=2-10-0, 5=2-10-0, 6=2-10-0 Max Horiz 2=42 (LC 9) Max Uplift 2=-41 (LC 8), 5=-10 (LC 11), 6=-2 (LC 12) Max Grav 2=213 (LC 1), 5=21 (LC 1), 6=94 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/29, 2-3=-51/40, 3-4=-17/12, 4-5=-25/10 BOT CHORD 2-6=-16/17, 5-6=-16/17 WEBS 3-6=-79/64 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) -1-6-0 to 1-6-0, Interior (1) 1-6-0 to 2-8-4 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)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 requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 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 10 lb uplift at joint 5, 41 lb uplift at joint 2 and 2 lb uplift at joint 6. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY PLAN 2448-B R88882150A03Monopitch Structural Gable 1 14704825 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. Tue Jun 24 12:40:42 Page: 1 ID:LRyxniop?sBQ19BFXkaRmkyMATE-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 24,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x4 =2x4 =4x5 =3x10 =2x4 =3x4 71 2 8 6 129 3 51110 4 16-11-0 1-0-0 -1-0-0 1-0-0 17-11-0 3-6-6 11-11-14 3-6-6 8-5-8 4-11-2 4-11-2 4-11-2 16-11-0 8-5-8 16 -11-0 8-5-8 8-5-8 4-3-1 0-5-8 3-11 -13 Scale = 1:46.2 Plate Offsets (X, Y):[2:Edge,0-1-8], [6: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 0.26 Vert(LL)-0.10 6-8 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.58 Vert(CT)-0.20 6-8 >965 180 BCLL 0.0 *Rep Stress Incr YES WB 0.10 Horz(CT)0.03 6 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 57 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 4-9-8 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=-45 (LC 13) Max Uplift 2=-38 (LC 12), 6=-38 (LC 13) Max Grav 2=770 (LC 1), 6=770 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-1207/152, 3-4=-927/103, 4-5=-927/103, 5-6=-1207/152, 6-7=0/16 BOT CHORD 2-8=-93/1055, 6-8=-93/1055 WEBS 4-8=0/479, 5-8=-310/112, 3-8=-310/112 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 8-5-8, Exterior(2R) 8-5-8 to 11-5-8, Interior (1) 11-5-8 to 17-11-0 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 38 lb uplift at joint 2 and 38 lb uplift at joint 6. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY PLAN 2448-B R88882151B01Common114704825Job 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. Tue Jun 24 12:40:42 Page: 1 ID:wn8vpkHVlstVcueoZeHm_Zz34ZO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 24,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x4 =4x5 =3x4 111 2 18 17 16 15 14 13 12 10 201993 84 75 6 16-11-0 1-0-0 -1-0-0 1-0-0 17-11-0 8-5-8 8-5-8 8-5-8 16-11-0 16-11-0 4-3-1 0-5-8 3-11 -13 Scale = 1:45.1 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 0.06 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.03 Horz(CT)0.00 10 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 60 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 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=16-11-0, 10=16-11-0, 12=16-11-0, 13=16-11-0, 14=16-11-0, 15=16-11-0, 16=16-11-0, 17=16-11-0, 18=16-11-0 Max Horiz 2=-45 (LC 13) Max Uplift 2=-17 (LC 8), 10=-19 (LC 9), 12=-24 (LC 13), 13=-20 (LC 13), 14=-23 (LC 13), 16=-24 (LC 12), 17=-20 (LC 12), 18=-26 (LC 12) Max Grav 2=168 (LC 1), 10=168 (LC 1), 12=197 (LC 26), 13=157 (LC 1), 14=181 (LC 26), 15=148 (LC 1), 16=181 (LC 25), 17=157 (LC 1), 18=197 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-60/39, 3-4=-38/39, 4-5=-33/61, 5-6=-46/92, 6-7=-46/92, 7-8=-33/61, 8-9=-36/32, 9-10=-45/28, 10-11=0/16 BOT CHORD 2-18=-18/48, 17-18=-18/48, 16-17=-18/48, 15-16=-18/48, 14-15=-18/48, 13-14=-18/48, 12-13=-18/48, 10-12=-18/48 WEBS 6-15=-108/0, 5-16=-140/65, 4-17=-121/60, 3-18=-147/77, 7-14=-140/65, 8-13=-121/60, 9-12=-147/77 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 Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 8-5-8, Corner(3R) 8-5-8 to 11-5-8, Exterior(2N) 11-5-8 to 17-11-0 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)All plates are 2x4 (||) MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* 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. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 2, 19 lb uplift at joint 10, 24 lb uplift at joint 16, 20 lb uplift at joint 17, 26 lb uplift at joint 18, 23 lb uplift at joint 14, 20 lb uplift at joint 13 and 24 lb uplift at joint 12. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY PLAN 2448-B R88882152B02Common Supported Gable 1 14704825 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. Tue Jun 24 12:40:43 Page: 1 ID:lUY1CPmbK9wpP1iUv2?8c?z34Ym-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 24,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x4 =2x4 =4x5 =3x10 =2x4 =3x4 1 6 5 107 2 489 3 16 -11-0 3-6-6 11-11-14 3-6-6 8-5-8 4-11-2 4-11-2 4-11-2 16-11-0 8-5-8 8-5-8 8-5-8 16 -11-0 0-5-8 3-11 -13 Scale = 1:41.4 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 0.30 Vert(LL)-0.10 5-6 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.59 Vert(CT)-0.21 5-6 >953 180 BCLL 0.0 *Rep Stress Incr YES WB 0.11 Horz(CT)0.03 5 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 55 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 4-7-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=691/0-5-8, 5=691/0-5-8 Max Horiz 1=-42 (LC 17) Max Uplift 1=-20 (LC 12), 5=-20 (LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-1231/148, 2-7=-1161/163, 2-8=-945/102, 3-8=-890/112, 3-9=-890/112, 4-9=-945/102, 4-10=-1161/163, 5-10=-1231/148 BOT CHORD 1-6=-113/1080, 5-6=-109/1080 WEBS 3-6=-8/497, 4-6=-322/114, 2-6=-322/114 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) 0-2-12 to 3-2-12, Interior (1) 3-2-12 to 8-5-8, Exterior(2R) 8-5-8 to 11-5-8, Interior (1) 11-5-8 to 16-8-4 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 1 and 20 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY PLAN 2448-B R88882153B03Common114704825Job 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. Wed Jun 25 10:32:45 Page: 1 ID:_gYaysTwDTmMvBIhxI3H5jz34Z9-3ioycC8sLYRsH9qRzXCKTCmMSshOv4tDpNqBTYz2x4Y June 24,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x6 =2x4 =3x4 =3x4 =3x6 =5x6 =5x8 =3x6 =3x4 =3x4 =2x4 =3x6 1112 14 19 20 13 12 10 21 22 1815 93 84 75 16 17 6 40-0-0 1-0-0 -1-0-0 1-0-0 41-0-0 6-5-6 13 -6-10 6-5-6 32-10-13 6-5-6 20-0-0 6-5-6 26-5-6 7-1-3 7-1-3 7-1-3 40-0-0 9-8-2 20 -0-0 9-8-2 29-8-2 10-3-14 40-0-0 10-3-14 10-3-14 9-0-13 0-5-8 8-9-8 Scale = 1:91.7 Plate Offsets (X, Y):[2:Edge,0-0-6], [10:Edge,0-0-6], [13:0-4-0,0-3-0] 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)-0.38 12-13 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.92 Vert(CT)-0.62 12-13 >768 180 BCLL 0.0 *Rep Stress Incr YES WB 0.32 Horz(CT)0.17 10 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 170 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 8-13, 4-13 REACTIONS (size)2=0-5-8, 10=0-5-8 Max Horiz 2=-99 (LC 13) Max Uplift 2=-67 (LC 12), 10=-67 (LC 13) Max Grav 2=1820 (LC 2), 10=1820 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-3602/122, 3-4=-3361/85, 4-6=-2354/119, 6-8=-2354/119, 8-9=-3361/85, 9-10=-3602/122, 10-11=0/16 BOT CHORD 2-14=-152/3243, 12-14=-60/2712, 10-12=-53/3243 WEBS 6-13=0/1448, 8-12=0/685, 4-14=0/685, 8-13=-826/143, 3-14=-374/143, 4-13=-826/143, 9-12=-374/143 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 3-0-0, Interior (1) 3-0-0 to 20-0-0, Exterior(2R) 20-0-0 to 24-0-0, Interior (1) 24-0-0 to 41-0-0 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, with BCDL = 10.0psf. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 10 and 67 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY PLAN 2448-B R88882154C01Common1614704825Job 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. Tue Jun 24 12:40:43 Page: 1 ID:a_acNDWStIlvENnn2KfVCNyMASI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 24,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =5x6 =3x4 =2x4 =3x4 =3x4 =3x6 =3x4 =2x4 =2x4 =3x4 =3x4 =2x4 =2x4 =2x4 =3x6 =3x4 =2x4 =10x16 =3x4 =2x4 =3x4 =2x4 =3x4 =2x4 =5x8 =5x8 =2x4 =3x4 =2x4 =3x4 =2x4 =3x4 =10x16 =2x4 =3x4 =3x6 =2x4 =2x4 =2x4 =3x4 =3x4 =2x4 =2x4 =3x4 =3x6 =3x4 =3x4 =2x4 =3x4 =5x6 131 62 63 64 65 68 69 70 71 2 16 66 15 67 14 12 7372 3 11 104 5 986 7 40-0-0 1-0-0 -1-0-0 1-0-0 41-0-0 3-6-3 3-6-3 3-6-3 40-0-0 3-7-0 7-1-3 3-7-0 36-5-13 6-5-6 13-6-10 6-5-6 32-10-13 6-5-6 20-0-0 6-5-6 26-5-6 0-9-13 11-1-11 0-9-13 29-8-2 8-10-5 20 -0-0 8-10-5 28-10-5 10 -3-14 40-0-0 10-3-14 10-3-14 9-0-13 0-5-8 0-3-8 0-3-8 8-2-3 8-5-11 0-3-13 8-9-8 Scale = 1:93.5 Plate Offsets (X, Y):[2:0-1-4,0-1-15], [3:0-3-4,0-1-8], [11:0-3-4,0-1-8], [12:0-1-4,0-1-15], [15:0-4-0,0-3-0], [19:0-2-0,0-0-4] 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 0.29 Vert(LL)-0.29 12-14 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.97 Vert(CT)-0.53 2-16 >893 180 BCLL 0.0 *Rep Stress Incr NO WB 0.35 Horz(CT)0.19 12 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 318 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E WEBS 2x4 HF No.2 OTHERS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 9-15 REACTIONS (size)2=0-5-8, 12=0-5-8 Max Horiz 2=-97 (LC 9) Max Uplift 2=-168 (LC 8), 12=-168 (LC 9) Max Grav 2=1978 (LC 1), 12=1978 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-4023/316, 3-5=-3656/264, 5-7=-2469/168, 7-9=-2470/168, 9-11=-3656/265, 11-12=-4023/316, 12-13=0/16 BOT CHORD 2-16=-336/3657, 14-16=-188/2920, 12-14=-239/3657 WEBS 7-15=-45/1432, 11-14=-475/157, 3-16=-475/156, 5-15=-969/199, 9-14=-54/768, 5-16=-53/768, 9-15=-969/199 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)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)All plates are 2x4 (||) MT20 unless otherwise indicated. 5)Gable studs spaced at 2-0-0 oc. 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 168 lb uplift at joint 2 and 168 lb uplift at joint 12. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb down and 30 lb up at 2-0-0, and 54 lb down and 30 lb up at 38-0-0 on top chord, and 37 lb down and 16 lb up at 2-0-12, 37 lb down and 16 lb up at 4-0-12, 37 lb down and 16 lb up at 6-0-12, 37 lb down and 16 lb up at 8-0-12, 37 lb down and 16 lb up at 10-0-12, 56 lb down and 20 lb up at 11-5-12, 56 lb down and 20 lb up at 28-6-4, 37 lb down and 16 lb up at 29-11-4, 37 lb down and 16 lb up at 31-11-4, 37 lb down and 16 lb up at 33-11-4, and 37 lb down and 16 lb up at 35-11-4, and 37 lb down and 16 lb up at 37-11-4 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: 2-12=-20, 1-7=-64, 7-13=-64 Concentrated Loads (lb) Vert: 14=-37 (F), 16=-37 (F), 62=-37 (F), 63=-37 (F), 64=-37 (F), 65=-37 (F), 66=-56 (F), 67=-56 (F), 68=-37 (F), 69=-37 (F), 70=-37 (F), 71=-37 (F) Job Truss Truss Type Qty Ply CENTURY PLAN 2448-B R88882155C02Common Girder 1 14704825 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. Tue Jun 24 12:40:43 Page: 1 ID:a_acNDWStIlvENnn2KfVCNyMASI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 24,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =5x10 =2x4 =3x4 =3x4 =3x4 =4x6 =5x6 =5x8 =4x6 =3x4 =3x4 =3x4 =2x4 =5x10 1 112 16 15 17 18 14 13 12 10 19 20 2521 3 9 4 8 75 22 24 23 6 40-0-0 1-0-0 -1-0-0 1-0-0 41-0-0 6-5-6 13 -6-10 6-5-6 32-10-13 6-5-6 20-0-0 6-5-6 26-5-6 7-1-3 7-1-3 7-1-3 40-0-0 5-0-0 5-0-0 5-0-0 40-0-0 5-3-14 35-0-0 5-3-14 10-3-14 9-8-2 20 -0-0 9-8-2 29-8-2 9-0-13 0-5-8 8-9-8 Scale = 1:91.7 Plate Offsets (X, Y):[2:Edge,0-3-0], [10:Edge,0-3-0], [14:0-4-0,0-3-4] 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 0.84 Vert(LL)-0.41 13-14 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.93 Vert(CT)-0.83 14-15 >573 180 BCLL 0.0 *Rep Stress Incr NO WB 0.31 Horz(CT)0.18 10 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 180 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E WEBS 2x4 HF No.2 WEDGE Left: 2x4 HF No.2 Right: 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-14, 4-14 REACTIONS (size)2=0-5-8, 10=0-5-8 Max Horiz 2=3323 (LC 29) Max Uplift 2=-67 (LC 12), 10=-67 (LC 13) Max Grav 2=3225 (LC 29), 10=1841 (LC 30) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-7144/85, 3-4=-6772/251, 4-6=-5909/1253, 6-8=-2416/117, 8-9=-3377/94, 9-10=-3813/86, 10-11=0/16 BOT CHORD 2-16=-121/3610, 15-16=-147/3499, 13-15=-62/2799, 12-13=-48/3310, 10-12=-22/3412 WEBS 6-14=0/1499, 8-14=-807/148, 8-13=0/641, 9-13=-424/125, 4-14=-851/148, 4-15=0/723, 3-15=-472/125, 9-12=0/205, 3-16=0/205 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 3-0-0, Interior (1) 3-0-0 to 20-0-0, Exterior(2R) 20-0-0 to 24-0-0, Interior (1) 24-0-0 to 41-0-0 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, with BCDL = 10.0psf. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 2 and 67 lb uplift at joint 10. 6)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. 7)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) at 19-3-0 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: 2-17=-35, 17-18=-50, 18-19=-35, 19-20=-50, 10-20=-35, 1-6=-52, 6-11=-52 Concentrated Loads (lb) Vert: 23=-1385 Horz: 23=-3323 30)User defined (2): Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (lb/ft) Vert: 2-17=-35, 17-18=-50, 18-19=-35, 19-20=-50, 10-20=-35, 1-6=-52, 6-11=-52 Concentrated Loads (lb) Vert: 23=1385 Horz: 23=3323 Job Truss Truss Type Qty Ply CENTURY PLAN 2448-B R88882156C03Common114704825Job 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. Tue Jun 24 12:40:44 Page: 1 ID:a_acNDWStIlvENnn2KfVCNyMASI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 24,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x6 =3x6 =5x6 =5x6 =3x6 =3x6 1 252 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 24 3 234546422 5 21 6 20 7 19 8 18 9 171610 11 151214 13 40 -0-0 1-0-0 -1-0-0 1-0-0 41-0-0 20-0-0 20-0-0 20-0-0 40-0-0 40 -0-0 9-0-13 0-5-8 8-9-8 Scale = 1:89.4 Plate Offsets (X, Y):[35:0-3-0,0-3-0] 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 0.06 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(CT)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.15 Horz(CT)0.01 24 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 195 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 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. WEBS 1 Row at midpt 13-35 REACTIONS (size)2=40-0-0, 24=40-0-0, 26=40-0-0, 27=40-0-0, 28=40-0-0, 29=40-0-0, 30=40-0-0, 31=40-0-0, 32=40-0-0, 33=40-0-0, 34=40-0-0, 35=40-0-0, 36=40-0-0, 37=40-0-0, 38=40-0-0, 39=40-0-0, 40=40-0-0, 41=40-0-0, 42=40-0-0, 43=40-0-0, 44=40-0-0 Max Horiz 2=99 (LC 12) Max Uplift 2=-10 (LC 13), 24=-4 (LC 9), 26=-24 (LC 13), 27=-21 (LC 13), 28=-21 (LC 13), 29=-21 (LC 13), 30=-21 (LC 13), 31=-21 (LC 13), 32=-20 (LC 13), 33=-23 (LC 13), 34=-18 (LC 13), 36=-20 (LC 12), 37=-22 (LC 12), 38=-21 (LC 12), 39=-21 (LC 12), 40=-21 (LC 12), 41=-21 (LC 12), 42=-21 (LC 12), 43=-22 (LC 12), 44=-27 (LC 12) Max Grav 2=155 (LC 1), 24=155 (LC 1), 26=164 (LC 26), 27=169 (LC 26), 28=168 (LC 1), 29=168 (LC 26), 30=168 (LC 1), 31=168 (LC 26), 32=168 (LC 1), 33=167 (LC 1), 34=177 (LC 26), 35=166 (LC 22), 36=177 (LC 25), 37=167 (LC 1), 38=168 (LC 1), 39=168 (LC 25), 40=168 (LC 1), 41=168 (LC 25), 42=168 (LC 1), 43=169 (LC 25), 44=164 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-124/50, 3-4=-95/54, 4-5=-75/61, 5-6=-62/70, 6-7=-50/84, 7-8=-44/97, 8-9=-59/111, 9-11=-74/135, 11-12=-89/163, 12-13=-103/187, 13-14=-103/187, 14-15=-89/163, 15-17=-74/135, 17-18=-59/109, 18-19=-44/83, 19-20=-34/57, 20-21=-34/31, 21-22=-42/22, 22-23=-54/21, 23-24=-78/39, 24-25=0/16 BOT CHORD 2-44=-44/94, 43-44=-44/94, 42-43=-44/94, 41-42=-44/94, 40-41=-44/94, 39-40=-44/94, 38-39=-44/94, 37-38=-44/94, 36-37=-44/94, 34-36=-44/94, 33-34=-44/94, 32-33=-44/94, 31-32=-44/94, 30-31=-44/94, 29-30=-44/94, 28-29=-44/94, 27-28=-44/94, 26-27=-44/94, 24-26=-44/94 WEBS 13-35=-126/28, 12-36=-137/47, 11-37=-127/54, 9-38=-128/51, 8-39=-128/51, 7-40=-128/51, 6-41=-128/51, 5-42=-128/51, 4-43=-128/54, 3-44=-126/80, 14-34=-137/47, 15-33=-127/54, 17-32=-128/51, 18-31=-128/51, 19-30=-128/51, 20-29=-128/51, 21-28=-128/51, 22-27=-128/54, 23-26=-126/80 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 Corner(3E) -1-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 20-0-0, Corner(3R) 20-0-0 to 24-0-0, Exterior(2N) 24-0-0 to 41-0-0 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)All plates are 2x4 (||) MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* 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. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 2, 4 lb uplift at joint 24, 20 lb uplift at joint 36, 22 lb uplift at joint 37, 21 lb uplift at joint 38, 21 lb uplift at joint 39, 21 lb uplift at joint 40, 21 lb uplift at joint 41, 21 lb uplift at joint 42, 22 lb uplift at joint 43, 27 lb uplift at joint 44, 18 lb uplift at joint 34, 23 lb uplift at joint 33, 20 lb uplift at joint 32, 21 lb uplift at joint 31, 21 lb uplift at joint 30, 21 lb uplift at joint 29, 21 lb uplift at joint 28, 21 lb uplift at joint 27 and 24 lb uplift at joint 26. Job Truss Truss Type Qty Ply CENTURY PLAN 2448-B R88882157C04Common Supported Gable 1 14704825 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. Tue Jun 24 12:40:45 Page: 1 ID:yaY3qopZgAEjZqSLpJ4b1xyMAQd-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 June 24,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 24. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY PLAN 2448-B R88882157C04Common Supported Gable 1 14704825 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. Tue Jun 24 12:40:45 Page: 2 ID:yaY3qopZgAEjZqSLpJ4b1xyMAQd-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 24,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 5 12 =3x4 =2x4 =2x4 1 2 4 3 2-0-0 1-0-0 -1-0-0 2-0-0 2-0-0 2-0-0 1-6-13 0-5-8 1-3-8 Scale = 1:24.8 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 0.07 Vert(LL)0.00 2-4 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(CT)0.00 2-4 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 7 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 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 4= Mechanical Max Horiz 2=30 (LC 9) Max Uplift 2=-24 (LC 8), 4=-4 (LC 12) Max Grav 2=162 (LC 1), 4=57 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-38/25, 3-4=-39/38 BOT CHORD 2-4=-11/12 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) 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 4 lb uplift at joint 4 and 24 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY PLAN 2448-B R88882158J01Jack-Closed 10 14704825 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. Tue Jun 24 12:40:45 Page: 1 ID:OnHZjWv7WrR6rtdocZDy5Xz34Ya-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 24,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 5 12 =3x4 =2x4 =2x4 1 3 2 2-0-0 2-0-0 2-0-0 1-3-8 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 0.05 Vert(LL)0.00 1-3 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(CT)0.00 1-3 >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 WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-5-8, 3= Mechanical Max Horiz 1=26 (LC 11) Max Uplift 1=-2 (LC 12), 3=-8 (LC 12) Max Grav 1=76 (LC 1), 3=76 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-36/24, 2-3=-58/49 BOT CHORD 1-3=-11/12 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) 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 2 lb uplift at joint 1 and 8 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY PLAN 2448-B R88882159J02Jack-Closed 2 14704825 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. Tue Jun 24 12:40:45 Page: 1 ID:lH8JvrObKqLa1t5IOFQ6Alz34Xz-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 24,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3.54 12 3.54 12 =3x6 =3x4 =3x6 1 2 4 3 2-8-7 1-5-0 -1-5-0 2-8-7 2-8-7 2-8-7 1-6-3 0-5-8 Scale = 1:23 Plate Offsets (X, Y):[2:0-7-6,Edge], [3:0-1-4,2-6-5], [3:1-3-7,0-0-4] 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 0.11 Vert(LL)0.00 2-3 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(CT)0.00 2-3 >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: 8 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)2=0-6-2, 3= Mechanical Max Horiz 2=31 (LC 8) Max Uplift 2=-68 (LC 8), 3=-22 (LC 12) Max Grav 2=195 (LC 1), 3=69 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-26/12 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) -1-5-0 to 1-7-0, Interior (1) 1-7-0 to 2-8-7 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)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)Refer to girder(s) for truss to truss connections. 5)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. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 3 and 68 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY PLAN 2448-B R88882160R01Rafter214704825Job 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. Tue Jun 24 12:40:46 Page: 1 ID:SxDfRSICzgTaho3yUHoSOHz34Y4-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 24,2025 LA T E R A L B R A C I N G L O C A T I O N In d i c a t e s l o c a t i o n w h e r e b e a r i n g s (s u p p o r t s ) o c c u r . I c o n s v a r y b u t re a c t i o n s e c t i o n i n d i c a t e s j o i n t nu m b e r / l e t t e r w h e r e b e a r i n g s o c c u r . Mi n s i z e s h o w n i s f o r c r u s h i n g o n l y . In d i c a t e d b y s y m b o l s h o w n a n d / o r by t e x t i n t h e b r a c i n g s e c t i o n o f t h e ou t p u t . U s e T o r I b r a c i n g if i n d i c a t e d . Th e f i r s t d i m e n s i o n i s t h e p l a t e wi d t h m e a s u r e d p e r p e n d i c u l a r to s l o t s . S e c o n d d i m e n s i o n i s th e l e n g t h p a r a l l e l t o s l o t s . Ce n t e r p l a t e o n j o i n t u n l e s s x , y of f s e t s a r e i n d i c a t e d . Di m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . Ap p l y p l a t e s t o b o t h s i d e s o f t r u s s an d f u l l y e m b e d t e e t h . 1. A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2. T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3. N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4. P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5. C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6. P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7. D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8. U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9. U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 10 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 11 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 12 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 13 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 14 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 15 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 16 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 17 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 18 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 19 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 20 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . 21 . T h e d e s i g n d o e s n o t t a k e i n t o a c c o u n t a n y d y n a m i c o r o t h e r l o a d s o t h e r t h a n t h o s e e x p r e s s l y s t a t e d . Fa i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y Da m a g e o r P e r s o n a l I n j u r y ( D r a w i n g s n o t t o s c a l e ) © 2 0 2 3 M i T e k ® A l l R i g h t s R e s e r v e d Mi T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 1 / 2 / 2 0 2 3 ed g e o f t r u s s . fr o m o u t s i d e " 16 /1 -0 IC C - E S R e p o r t s : ES R - 1 9 8 8 , E S R - 2 3 6 2 , E S R - 2 6 8 5 , E S R - 3 2 8 2 ES R - 4 7 2 2 , E S L - 1 3 8 8 JO I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E AR O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O TH E L E F T . CH O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T NU M B E R S / L E T T E R S . W4-6 W3-6 W3- 7 W2-7 W1-7 C1-8 C5 - 6 C6 - 7 C7 - 8 C4-5 C3- 4 C2 - 3 C1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 BO T T O M C H O R D S TO P C H O R D S BE A R I N G 4 x 4 PL A T E S I Z E Th i s s y m b o l i n d i c a t e s t h e re q u i r e d d i r e c t i o n o f s l o t s i n co n n e c t o r p l a t e s . " 16 /1 Fo r 4 x 2 o r i e n t a t i o n , l o c a t e pl a t e s 0 - 2/1 PL A T E L O C A T I O N A N D O R I E N T A T I O N * Pl a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k so f t w a r e o r u p o n r e q u e s t . In d u s t r y S t a n d a r d s : AN S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . DS B - 2 2 : D e s i g n S t a n d a r d f o r B r a c i n g . BC S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g , R e s t r a i n i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6- 4 - 8 WE B S Tr u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e tr u s s u n l e s s o t h e r w i s e s h o w n . Lu m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 se c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s es t a b l i s h e d b y o t h e r s . di m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s L Jo i n t I D ty p .