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HomeMy WebLinkAbout2448 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 24,2025 Zhao, Xiaoming Pages or sheets covered by this seal: R88885780 thru R88885811 My license renewal date for the state of Washington is September 28, 2025. 4704826 CENTURY PLAN 2448-C 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-C R88885780A01Monopitch1214704826Job 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 13:44:12 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-C R88885781A02Monopitch114704826Job 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 13:44:13 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-C R88885782A03Monopitch Structural Gable 1 14704826 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 13:44:14 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 =3x6 =2x4 =5x8 =2x4 =4x12 =3x4 =3x6 =5x8 =2x4 =3x6 1 20 10 9 8 27 28 29 7 30 6 21 22 23 24 25 26 3 14 15 16 4 17 18 19 52111213 16 -11-0 0-1-1 3-0-0 0-1-1 14-0-1 2-10 -15 2-10 -15 2-10-15 16-11-0 3-5-11 13 -11-0 3-5-11 6-5-11 3-11-10 10 -5-5 2-6-1 16 -11-0 2-6-1 2-6-1 3-11-10 14 -4-15 3-11-10 10 -5-5 3-11-10 6-5-11 1-8-1 0-5-8 0-3-6 1-4-11 1-4-11 0-3-6 1-8-1 Scale = 1:35.4 Plate Offsets (X, Y):[2:0-4-0,0-1-8], [4:0-1-12,0-1-8], [5:0-4-0,0-1-8], [8:0-1-12,0-1-8] 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 0.65 Vert(LL)-0.30 8-9 >668 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.87 Vert(CT)-0.47 8-9 >423 180 BCLL 0.0 *Rep Stress Incr NO WB 0.42 Horz(CT)0.06 6 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 123 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 DF 1800F 1.6E WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-5 oc purlins, except 2-0-0 oc purlins (3-6-8 max.): 2-5. 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=-12 (LC 13) Max Grav 1=2362 (LC 1), 6=2362 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-4872/0, 2-3=-8134/0, 3-4=-8134/0, 4-5=-8173/0, 5-6=-4862/0 BOT CHORD 1-10=0/4411, 9-10=0/4331, 8-9=0/8173, 7-8=0/4323, 6-7=0/4402 WEBS 2-10=0/608, 5-7=0/597, 5-8=0/4035, 3-9=-404/179, 2-9=0/3986, 4-9=-80/51, 4-8=-409/177 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 2-10 2x4 - 1 row at 0-2-0 oc, Except member 5-7 2x4 - 1 row at 0-2-0 oc, member 3-9 2x4 - 2 rows staggered at 0-3-0 oc, member 4-8 2x4 - 2 rows staggered at 0-3-0 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)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) 78 lb down and 63 lb up at 2-11-11, 76 lb down and 39 lb up at 4-0-12, 40 lb down and 68 lb up at 6-0-12, 99 lb down and 84 lb up at 8-0-12, 99 lb down and 84 lb up at 8-10-4, 40 lb down and 68 lb up at 10-10-4, and 76 lb down and 39 lb up at 12-10-4, and 78 lb down and 63 lb up at 13-11-5 on top chord, and 315 lb down at 0-2-12, 16 lb down at 2-0-12, 308 lb down at 2-6-4, 15 lb down at 4-0-12, 308 lb down at 4-6-4, 15 lb down at 6-0-12, 308 lb down at 6-6-4, 15 lb down at 8-0-12, 308 lb down at 8-5-8, 15 lb down at 8-10-4, 308 lb down at 10-4-12, 15 lb down at 10-10-4, 308 lb down at 12-4-12, 15 lb down at 12-10-4, 308 lb down at 14-4-12, and 16 lb down at 14-10-4, and 315 lb down at 16-8-4 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: 1-2=-64, 2-5=-64, 5-6=-64, 1-6=-20 Concentrated Loads (lb) Vert: 1=-315 (F), 6=-315 (F), 10=-308 (F), 7=-308 (F), 8=-308 (F), 9=-308 (F), 11=-38, 12=-76, 13=-35, 14=-99, 16=-99, 17=-35, 18=-76, 19=-38, 20=-8 (B), 21=-7 (B), 22=-308 (F), 23=-7 (B), 24=-7 (B), 25=-308 (F), 26=-7 (B), 27=-7 (B), 28=-308 (F), 29=-7 (B), 30=-8 (B) Job Truss Truss Type Qty Ply CENTURY PLAN 2448-C R88885783B01California Girder 1 24704826 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 13:44:14 Page: 1 ID:cgecXwBDYEI_mP0WpjLt?Pz333z-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 =4x6 =2x4 =3x4 =5x8 =3x6 =3x4 =M18AHS 5x12 =3x6 =3x10 =2x4 =5x8 =3x4 =2x4 =4x6 1112 16 15 14 13 12 10 3217183193 4 19 20 21 22 23 5 24 25 6 7 26 27 28 29 30 8 40-0-0 0-1-1 10-0-0 0-1-1 30-1-1 1-0-0 -1-0-0 1-0-0 41-0-0 4-9-10 4-9-10 4-9-10 40-0-0 5-1-5 9-10-15 5-1-5 35-2-6 6-6-0 16-6-0 6-6-0 30-0-0 6-11-15 23-6-0 6-11-15 23-6-0 6-11-15 16-6-0 6-11-15 30 -5-15 9-6-1 9-6-1 9-6-1 40-0-0 4-10 -6 0-5-8 0-3-6 4-3-11 4-3-11 0-3-6 4-7-1 Scale = 1:74.6 Plate Offsets (X, Y):[4:0-4-0,0-1-8], [8:0-4-0,0-1-8], [13:0-2-12,0-1-8] 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 0.81 Vert(LL)-0.44 13-15 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.93 Vert(CT)-0.78 13-15 >608 180 M18AHS 145/140 BCLL 0.0 *Rep Stress Incr YES WB 0.27 Horz(CT)0.22 10 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 159 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 *Except* 4-6,6-8:2x4 DF 1800F 1.6E BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-7-7 oc purlins, except 2-0-0 oc purlins (2-9-5 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 13-15. REACTIONS (size)2=0-5-8, 10=0-5-8 Max Horiz 2=-49 (LC 17) Max Uplift 2=-114 (LC 12), 10=-114 (LC 13) Max Grav 2=1739 (LC 1), 10=1739 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-3452/249, 3-4=-3290/196, 4-5=-4026/286, 5-7=-4026/286, 7-8=-4026/286, 8-9=-3290/196, 9-10=-3452/249, 10-11=0/16 BOT CHORD 2-16=-229/3088, 15-16=-141/3008, 13-15=-213/4026, 12-13=-111/3008, 10-12=-180/3088 WEBS 3-16=-175/209, 4-16=0/325, 8-12=0/325, 9-12=-168/208, 4-15=-115/1279, 8-13=-115/1280, 5-15=-516/138, 5-13=-110/109, 7-13=-476/136 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 9-7-13, Exterior(2R) 9-7-13 to 15-3-11, Interior (1) 15-3-11 to 30-4-3, Exterior(2R) 30-4-3 to 36-0-1, Interior (1) 36-0-1 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)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 114 lb uplift at joint 2 and 114 lb uplift at joint 10. 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) 52 lb down and 114 lb up at 9-11-11, 26 lb down and 63 lb up at 12-0-12, 27 lb down and 67 lb up at 14-0-12, 27 lb down and 67 lb up at 16-0-12, 27 lb down and 67 lb up at 18-0-12, 27 lb down and 67 lb up at 20-0-0, 27 lb down and 67 lb up at 21-11-4, 27 lb down and 67 lb up at 23-11-4, 27 lb down and 67 lb up at 25-11-4, and 26 lb down and 63 lb up at 27-11-4, and 52 lb down and 114 lb up at 30-0-5 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, 4-8=-64, 8-11=-64, 2-10=-20 Job Truss Truss Type Qty Ply CENTURY PLAN 2448-C R88885784C01California114704826Job 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 13:44:15 Page: 1 ID:l3dVE3n0ToxFch5uYSjqLEz331v-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 =2x4 =7x8 =4x5 =4x5 =2x4 =M18AHS 8x12 =4x8 =4x5 =4x5 =7x8 =2x4 =5x6 101 37 38 39 43 44 45 2 28 29 30 15 31 32 33 14 34 35 36 13 12 40 41 42 11 9 7 25 26 27 831617184 19 20 21 5 22 623 24 40-0-0 0-1-1 8-0-0 0-1-1 32 -1-1 1-0-0 -1-0-0 1-0-0 41 -0-0 5-7-13 32-0-0 5-7-13 13-7-13 6-4-3 20-0-0 6-4-3 26 -4-3 7-10-15 7-10-15 7-10-15 40-0-0 6-4-3 32 -8-6 6-4-3 13-7-13 6-4-3 20-0-0 6-4-3 26 -4-3 7-3-10 7-3-10 7-3-10 40-0-0 4-0-6 0-5-8 0-3-6 3-5-11 3-5-11 0-3-6 3-9-1 Scale = 1:74.4 Plate Offsets (X, Y):[3:0-4-0,0-2-0], [8:0-4-0,0-2-0], [12:0-1-12,0-1-12], [14:0-1-12,0-1-12] 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 1.00 Vert(LL)-0.62 13-14 >770 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 1.00 Vert(CT)-1.03 13-14 >459 180 M18AHS 145/140 BCLL 0.0 *Rep Stress Incr NO WB 0.48 Horz(CT)0.26 9 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 363 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E *Except* 3-6,6-8:2x6 DF No.2 BOT CHORD 2x4 DF 1800F 1.6E WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-11-6 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 9=0-5-8 Max Horiz 2=-38 (LC 28) Max Uplift 2=-220 (LC 8), 9=-220 (LC 9) Max Grav 2=3882 (LC 1), 9=3882 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-8885/567, 3-4=-12080/746, 4-5=-13432/765, 5-7=-13432/765, 7-8=-12080/746, 8-9=-8885/568, 9-10=0/16 BOT CHORD 2-15=-498/8086, 14-15=-508/8067, 12-14=-697/12080, 11-12=-470/8067, 9-11=-460/8085 WEBS 3-15=0/691, 8-11=0/691, 3-14=-256/4615, 8-12=-256/4615, 4-14=-1704/281, 4-13=-49/1538, 5-13=-936/206, 7-13=-49/1538, 7-12=-1704/281 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)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)All plates are MT20 plates unless otherwise indicated. 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 220 lb uplift at joint 2 and 220 lb uplift at joint 9. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 604 lb down and 254 lb up at 7-11-11, 178 lb down and 64 lb up at 10-0-12, 169 lb down and 65 lb up at 12-0-12, 165 lb down and 65 lb up at 14-0-12, 169 lb down and 65 lb up at 16-0-12, 169 lb down and 66 lb up at 18-0-12, 169 lb down and 66 lb up at 20-0-0, 169 lb down and 66 lb up at 21-11-4, 169 lb down and 65 lb up at 23-11-4, 165 lb down and 65 lb up at 25-11-4, 169 lb down and 65 lb up at 27-11-4, and 178 lb down and 64 lb up at 29-11-4, and 604 lb down and 254 lb up at 32-0-5 on top chord, and 114 lb down at 2-0-12, 114 lb down at 4-0-12, 114 lb down at 6-0-12, 114 lb down at 8-0-12, 98 lb down at 10-0-12, 92 lb down at 12-0-12, 95 lb down at 14-0-12, 92 lb down at 16-0-12, 92 lb down at 18-0-12, 92 lb down at 20-0-0, 92 lb down at 21-11-4, 92 lb down at 23-11-4, 95 lb down at 25-11-4, 92 lb down at 27-11-4, 98 lb down at 29-11-4, 114 lb down at 31-11-4, 114 lb down at 33-11-4, and 114 lb down at 35-11-4, and 114 lb down at 37-11-4 on bottom chord. The design/selection of such connection device (s) is the responsibility of others. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY PLAN 2448-C R88885785C02California Girder 1 24704826 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 13:44:15 Page: 1 ID:bBnTl37405FsGLM_MUh5gxz33_u-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) 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-64, 3-8=-64, 8-10=-64, 2-9=-20 Concentrated Loads (lb) Vert: 13=-76 (F), 5=-169, 16=-559, 17=-178, 18=-169, 19=-165, 20=-169, 21=-169, 22=-169, 23=-169, 24=-165, 25=-169, 26=-178, 27=-559, 28=-57 (F), 29=-57 (F), 30=-57 (F), 31=-57 (F), 32=-74 (F), 33=-76 (F), 34=-80 (F), 35=-76 (F), 36=-76 (F), 37=-76 (F), 38=-76 (F), 39=-80 (F), 40=-76 (F), 41=-74 (F), 42=-57 (F), 43=-57 (F), 44=-57 (F), 45=-57 (F) Job Truss Truss Type Qty Ply CENTURY PLAN 2448-C R88885785C02California Girder 1 24704826 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 13:44:15 Page: 2 ID:bBnTl37405FsGLM_MUh5gxz33_u-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 =4x6 =2x4 =3x4 =3x4 =5x8 =3x4 =3x4 =4x6 =3x10 =2x4 =5x8 =3x4 =3x4 =2x4 =4x6 1 102 17 16 15 14 13 12 11 9 2818 83 4 19 20 21 5 22 23 24 6 25 26 27 7 40-0-0 0-1-1 12-0-0 0-1-1 28 -1-1 1-0-0 -1-0-0 1-0-0 41-0-0 5-2-0 17-2-0 5-2-0 28 -0-0 5-7-15 22 -10-0 5-9-10 5-9-10 5-9-10 40-0-0 6-1-5 11-10-15 6-1-5 34 -2-6 5-7-15 17 -2-0 5-7-15 22 -10-0 5-7-15 28 -5-15 5-8-7 11-6-1 5-8-7 34-2-6 5-9-10 5-9-10 5-9-10 40-0-0 5-8-6 0-5-8 0-3-6 5-1-11 5-1-11 0-3-6 5-5-1 Scale = 1:77.5 Plate Offsets (X, Y):[2:Edge,0-0-14], [4:0-3-8,0-1-12], [7:0-3-8,0-1-12], [9:Edge,0-0-14] 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 0.69 Vert(LL)-0.38 13-15 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.79 Vert(CT)-0.64 13-15 >737 180 BCLL 0.0 *Rep Stress Incr YES WB 0.29 Horz(CT)0.21 9 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 164 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 2-2-0 oc purlins, except 2-0-0 oc purlins (2-7-6 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 9=0-5-8 Max Horiz 2=58 (LC 16) Max Uplift 2=-111 (LC 12), 9=-111 (LC 13) Max Grav 2=1739 (LC 1), 9=1739 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-3539/204, 3-4=-3087/197, 4-5=-3348/222, 5-6=-3347/221, 6-7=-3347/221, 7-8=-3087/197, 8-9=-3539/204, 9-10=0/16 BOT CHORD 2-17=-196/3152, 16-17=-196/3152, 15-16=-129/2800, 13-15=-136/3348, 12-13=-81/2800, 11-12=-138/3152, 9-11=-138/3152 WEBS 3-17=0/233, 3-16=-392/117, 4-16=0/328, 4-15=-67/848, 7-13=-66/847, 7-12=0/328, 8-12=-392/117, 8-11=0/233, 5-15=-449/112, 5-13=-96/95, 6-13=-386/110 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 11-7-13, Exterior(2R) 11-7-13 to 17-2-0, Interior (1) 17-2-0 to 28-4-3, Exterior(2R) 28-4-3 to 34-2-6, Interior (1) 34-2-6 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)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 111 lb uplift at joint 2 and 111 lb uplift at joint 9. 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) 55 lb down and 115 lb up at 11-11-11, 26 lb down and 65 lb up at 14-0-12, 28 lb down and 68 lb up at 16-0-12, 28 lb down and 68 lb up at 18-0-12, 28 lb down and 68 lb up at 20-0-0, 28 lb down and 68 lb up at 21-11-4, 28 lb down and 68 lb up at 23-11-4, and 26 lb down and 65 lb up at 25-11-4, and 55 lb down and 115 lb up at 28-0-5 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, 4-7=-64, 7-10=-64, 2-9=-20 Job Truss Truss Type Qty Ply CENTURY PLAN 2448-C R88885786C03California114704826Job 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 13:44:16 Page: 1 ID:DoEka1DzDYLHJ3Hc6Ir1Gdz331M-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 =4x6 =2x4 =3x4 =3x4 =5x8 =2x4 =5x8 =5x8 =3x4 =3x4 =2x4 =4x6 1 92 14 13 12 11 10 8 2615 3 71625 4 17 18 19 20 5 21 22 23 24 6 40 -0-0 0-1-1 14-0-0 0-1-1 26-1-1 1-0-0 -1-0-0 1-0-0 41-0-0 6-0-0 20-0-0 6-0-0 26-0-0 6-9-10 6-9-10 6-9-10 40 -0-0 7-1-5 13 -10 -15 7-1-5 33 -2-6 6-5-15 20-0-0 6-5-15 26-5-15 6-8-7 13-6-1 6-8-7 33 -2-6 6-9-10 6-9-10 6-9-10 40 -0-0 6-6-6 0-5-8 0-3-6 5-11 -11 5-11 -11 0-3-6 6-3-1 Scale = 1:81 Plate Offsets (X, Y):[4:0-3-8,0-1-12], [6:0-3-8,0-1-12], [12:0-4-0,0-3-0] 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 0.99 Vert(LL)-0.33 12 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.86 Vert(CT)-0.56 12-13 >841 180 BCLL 0.0 *Rep Stress Incr YES WB 0.59 Horz(CT)0.21 8 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 160 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, except 2-0-0 oc purlins (2-2-0 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=67 (LC 12) Max Uplift 2=-106 (LC 12), 8=-106 (LC 13) Max Grav 2=1739 (LC 1), 8=1739 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-3527/192, 3-4=-2907/177, 4-5=-2933/183, 5-6=-2933/183, 6-7=-2907/177, 7-8=-3527/192, 8-9=0/16 BOT CHORD 2-14=-188/3141, 13-14=-188/3141, 11-13=-101/2614, 10-11=-121/3141, 8-10=-121/3141 WEBS 3-14=0/280, 3-13=-586/127, 4-13=0/409, 4-12=-69/590, 5-12=-462/135, 6-12=-69/590, 6-11=0/409, 7-11=-586/127, 7-10=0/280 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 13-7-13, Exterior(2R) 13-7-13 to 19-3-11, Interior (1) 19-3-11 to 26-4-3, Exterior(2R) 26-4-3 to 32-0-1, Interior (1) 32-0-1 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)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 106 lb uplift at joint 2 and 106 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) 55 lb down and 115 lb up at 13-11-11, 26 lb down and 65 lb up at 16-0-12, 28 lb down and 68 lb up at 18-0-12, 28 lb down and 68 lb up at 20-0-0, 28 lb down and 68 lb up at 21-11-4, and 26 lb down and 65 lb up at 23-11-4, and 55 lb down and 115 lb up at 26-0-5 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 PLAN 2448-C R88885787C04California114704826Job 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 13:44:16 Page: 1 ID:eeRIntSWWhsSi8pSHVCk4rz3312-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 =2x4 =3x4 =3x10 =5x6 =3x4 =5x6 WB =5x6 =3x10 =3x4 =2x4 =3x6 1 92 14 13 12 26 11 10 8 25 2415 3 7 2316 4 5 20 21 22 61718 19 40-0-0 0-1-1 16-0-0 0-1-1 24 -1-1 1-0-0 -1-0-0 1-0-0 41 -0-0 4-0-0 20-0-0 4-0-0 24-0-0 7-9-10 7-9-10 7-9-10 40-0-0 8-1-5 15-10 -15 8-1-5 32-2-6 7-8-7 15-6-1 7-8-7 32-2-6 7-9-10 7-9-10 7-9-10 40-0-0 8-11-14 24-5-15 7-4-6 0-5-8 0-3-6 6-9-11 6-9-11 0-3-6 7-1-1 Scale = 1:84.5 Plate Offsets (X, Y):[2:Edge,0-0-6], [8:Edge,0-0-6] 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 0.70 Vert(LL)-0.42 11-13 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.74 Vert(CT)-0.69 11-13 >688 180 BCLL 0.0 *Rep Stress Incr YES WB 0.41 Horz(CT)0.18 8 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 174 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E *Except* 4-6:2x4 HF No.2 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 3-2-2 oc purlins, except 2-0-0 oc purlins (3-4-13 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 7-11 REACTIONS (size)2=0-5-8, 8=0-5-8 Max Horiz 2=77 (LC 12) Max Uplift 2=-99 (LC 12), 8=-99 (LC 13) Max Grav 2=1799 (LC 2), 8=1799 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-3623/178, 3-4=-2867/156, 4-5=-2571/170, 5-6=-2571/170, 6-7=-2867/156, 7-8=-3623/178, 8-9=0/16 BOT CHORD 2-14=-179/3259, 13-14=-179/3259, 11-13=-62/2641, 10-11=-103/3259, 8-10=-103/3259 WEBS 3-14=0/315, 3-13=-763/143, 4-13=0/727, 5-13=-343/85, 5-11=-343/85, 6-11=0/727, 7-11=-763/144, 7-10=0/315 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 15-7-13, Exterior(2R) 15-7-13 to 21-3-11, Interior (1) 21-3-11 to 24-4-3, Exterior(2R) 24-4-3 to 30-0-1, Interior (1) 30-0-1 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)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, with BCDL = 10.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 lb uplift at joint 2 and 99 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) 55 lb down and 115 lb up at 15-11-11, 26 lb down and 65 lb up at 18-0-12, 28 lb down and 68 lb up at 20-0-0, and 26 lb down and 65 lb up at 21-11-4, and 55 lb down and 115 lb up at 24-0-5 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 PLAN 2448-C R88885788C05California114704826Job 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 13:44:17 Page: 1 ID:l8kCWJcgShVcm8IyXkxn6az330r-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 =4x5 =2x4 =3x4 =3x4 =3x6 =3x10 =5x6 =3x6 =5x8 =3x4 =3x6 =3x4 =3x4 =2x4 =4x5 1212 17 16 15 14 13 11 2421 103 94 232285 18 19 206 7 40-0-0 0-1-1 22-1-1 0-1-1 18 -0-0 1-0-0 41 -0-0 1-0-0 -1-0-0 4-0-0 22-0-0 5-7-9 11-7-6 5-7-9 34-0-3 5-11-13 5-11-13 5-11-13 40-0-0 6-3-9 17-10-15 6-3-9 28 -4-10 4-11-14 22 -5-15 8-8-7 17 -6-1 8-8-7 31-2-6 8-9-10 8-9-10 8-9-10 40-0-0 8-2-6 0-5-8 0-3-6 7-7-11 7-7-11 0-3-6 7-11 -1 Scale = 1:90.6 Plate Offsets (X, Y):[2:Edge,0-0-14], [7:0-3-8,0-1-12], [11:Edge,0-0-14] 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 0.69 Vert(LL)-0.33 13-14 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.77 Vert(CT)-0.60 13-14 >797 180 BCLL 0.0 *Rep Stress Incr YES WB 0.74 Horz(CT)0.17 11 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 173 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 DF 1800F 1.6E WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-3 oc purlins, except 2-0-0 oc purlins (3-5-8 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-16 REACTIONS (size)2=0-5-8, 11=0-5-8 Max Horiz 2=-86 (LC 34) Max Uplift 2=-89 (LC 12), 11=-89 (LC 13) Max Grav 2=1791 (LC 2), 11=1793 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 6-7=-2331/157, 1-2=0/16, 2-3=-3579/172, 3-4=-3391/140, 4-6=-2579/148, 7-9=-2585/148, 9-10=-3397/140, 10-11=-3584/172, 11-12=0/16 BOT CHORD 2-17=-192/3217, 16-17=-121/2818, 14-16=0/2336, 13-14=-44/2823, 11-13=-106/3222 WEBS 3-17=-270/125, 4-17=0/537, 4-16=-654/131, 6-16=0/648, 7-16=-217/219, 7-14=-6/667, 9-14=-655/130, 9-13=0/537, 10-13=-270/125 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 17-7-13, Exterior(2E) 17-7-13 to 22-4-3, Exterior(2R) 22-4-3 to 28-0-1, Interior (1) 28-0-1 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)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, with BCDL = 10.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 11 and 89 lb uplift at joint 2. 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) 50 lb down and 113 lb up at 17-11-11, and 26 lb down and 63 lb up at 20-0-0, and 50 lb down and 113 lb up at 22-0-5 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: 6-7=-64, 2-11=-20, 1-6=-64, 7-12=-64 Job Truss Truss Type Qty Ply CENTURY PLAN 2448-C R88885789C06California114704826Job 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 13:44:17 Page: 1 ID:AoW2PbTCjVRXn2EcB8jQUYz33?k-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 =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-C R88885790C07Common814704826Job 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 13:44:18 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-C R88885791C08Common114704826Job 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 13:44:18 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-C R88885792C09Common Supported Gable 1 14704826 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 13:44:18 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-C R88885792C09Common Supported Gable 1 14704826 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 13:44:18 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 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 0.07 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 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=0-5-8, 3= Mechanical, 4= Mechanical Max Horiz 2=31 (LC 12) Max Uplift 2=-20 (LC 8), 3=-18 (LC 12) Max Grav 2=165 (LC 1), 3=40 (LC 1), 4=39 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-36/15 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 20 lb uplift at joint 2 and 18 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY PLAN 2448-C R88885793J01Jack-Open 4 14704826 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 13:44:19 Page: 1 ID:QWU1dTSqj570SowThFsGwxz33Cg-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 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 0.21 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 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=0-5-8, 3= Mechanical, 4= Mechanical Max Horiz 2=52 (LC 12) Max Uplift 2=-29 (LC 12), 3=-42 (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 42 lb uplift at joint 3 and 29 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY PLAN 2448-C R88885794J02Jack-Open 2 14704826 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 13:44:19 Page: 1 ID:ojc2Vx_wVJSM0wPeRe6Gu0z339P-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 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 0.03 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=0-5-8, 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 PLAN 2448-C R88885795J03Jack-Open 2 14704826 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 13:44:19 Page: 1 ID:S1La017Sg?zfTmKx89K4NYz339D-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 1 2 5 4 3 3-0-0 1-0-0 -1-0-0 1-1-1 3-0-0 1-10 -15 1-10 -15 3-0-0 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 0.09 Vert(LL)0.00 2-4 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.07 Vert(CT)-0.01 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: 7 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 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 3= Mechanical, 4= Mechanical Max Horiz 2=30 (LC 12) Max Uplift 2=-20 (LC 8), 3=-14 (LC 12) Max Grav 2=188 (LC 1), 3=22 (LC 1), 4=55 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-41/15 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 14 lb uplift at joint 3 and 20 lb uplift at joint 2. 6)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 8 lb down at 2-0-12 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 Concentrated Loads (lb) Vert: 5=-1 (B) Job Truss Truss Type Qty Ply CENTURY PLAN 2448-C R88885796J04Jack-Open 2 14704826 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 13:44:19 Page: 1 ID:FgrIuWWbJxt9AjOd2VzgACz33Ca-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 1 6 2 5 7 3 4 3-10-15 1-0-0 -1-0-0 0-10-15 3-10-15 3-0-0 3-0-0 3-0-0 2-4-6 0-5-8 1-8-8 Scale = 1:26 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 0.09 Vert(LL)0.00 2-5 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.07 Vert(CT)-0.01 2-5 >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 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 3=0-3-2, 4= Mechanical, 5= Mechanical Max Horiz 2=52 (LC 12) Max Uplift 2=-18 (LC 8), 3=-40 (LC 12), 4=-8 (LC 12) Max Grav 2=215 (LC 1), 3=99 (LC 1), 4=23 (LC 1), 5=54 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-55/29, 3-4=-8/7 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 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 8 lb uplift at joint 4, 18 lb uplift at joint 2 and 40 lb uplift at joint 3. 6)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 PLAN 2448-C R88885797J05Jack-Open 2 14704826 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 13:44:19 Page: 1 ID:jPTXEUyY3iIBs5ZLbM5t4bz33C1-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 1 2 5 6 7 3 4 5-10-15 1-0-0 -1-0-0 3-0-0 3-0-0 2-10-15 5-10-15 3-0-0 3-2-6 0-5-8 1-8-8 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 0.12 Vert(LL)0.00 2-5 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.07 Vert(CT)-0.01 2-5 >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: 12 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 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 3=0-3-2, 4= Mechanical, 5= Mechanical Max Horiz 2=74 (LC 12) Max Uplift 2=-10 (LC 8), 3=-65 (LC 12), 4=-30 (LC 12) Max Grav 2=215 (LC 1), 3=163 (LC 1), 4=87 (LC 1), 5=54 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-96/46, 3-4=-32/27 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 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 30 lb uplift at joint 4, 10 lb uplift at joint 2 and 65 lb uplift at joint 3. 6)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 PLAN 2448-C R88885798J06Jack-Open 2 14704826 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 13:44:19 Page: 1 ID:UxyZwD2ZB9I3qKAu31ElPHz33Bv-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 1 2 5 6 3 7 8 4 7-10-15 1-0-0 -1-0-0 3-0-0 3-0-0 4-10-15 7-10-15 3-0-0 4-0-6 0-5-8 1-8-8 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 0.40 Vert(LL)0.00 2-5 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.07 Vert(CT)-0.01 2-5 >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: 15 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 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 3=0-3-2, 4= Mechanical, 5= Mechanical Max Horiz 2=90 (LC 12) Max Uplift 2=-2 (LC 8), 3=-85 (LC 12), 4=-39 (LC 12) Max Grav 2=215 (LC 1), 3=227 (LC 1), 4=151 (LC 1), 5=54 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-128/63, 3-4=-55/46 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 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 39 lb uplift at joint 4, 2 lb uplift at joint 2 and 85 lb uplift at joint 3. 6)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 PLAN 2448-C R88885799J07Jack-Open 2 14704826 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 13:44:20 Page: 1 ID:f26jD_ATbXhVe0W?CrxKMbz33Bk-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 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 0.09 Vert(LL)-0.23 2-4 >406 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.69 Vert(CT)-0.46 2-4 >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: 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=0-5-8, 3= Mechanical, 4= Mechanical Max Horiz 2=30 (LC 12) Max Uplift 3=-14 (LC 12) Max Grav 2=237 (LC 1), 3=22 (LC 1), 4=154 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-41/13 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 14 lb uplift at joint 3. 6)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 7 lb down at 2-0-12, and 7 lb down at 4-0-12, and 7 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 PLAN 2448-C R88885800J08Jack-Open 2 14704826 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 13:44:20 Page: 1 ID:GBirH5CDGrjoBhn5UQRUdpz3397-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 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 0.18 Vert(LL)-0.23 2-4 >406 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.69 Vert(CT)-0.46 2-4 >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: 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=0-5-8, 3= Mechanical, 4= Mechanical Max Horiz 2=52 (LC 12) Max Uplift 3=-40 (LC 12) Max Grav 2=285 (LC 1), 3=102 (LC 1), 4=154 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-58/35 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 40 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY PLAN 2448-C R88885801J09Jack-Open 2 14704826 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 13:44:20 Page: 1 ID:5L36X8G_rhUyvcEFrgXut4z3391-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 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 0.53 Vert(LL)-0.23 2-4 >406 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.69 Vert(CT)-0.46 2-4 >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: 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=0-5-8, 3= Mechanical, 4= Mechanical Max Horiz 2=74 (LC 12) Max Uplift 2=-8 (LC 12), 3=-64 (LC 12) Max Grav 2=344 (LC 1), 3=171 (LC 1), 4=154 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-79/57 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 64 lb uplift at joint 3 and 8 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY PLAN 2448-C R88885802J10Jack-Open 2 14704826 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 13:44:20 Page: 1 ID:wUQOoBLlRXE5dXiPBxeI6Lz338x-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 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 0.76 Vert(LL)-0.23 2-4 >406 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.69 Vert(CT)-0.46 2-4 >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: 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=0-5-8, 3= Mechanical, 4= Mechanical Max Horiz 2=89 (LC 12) Max Uplift 2=-21 (LC 12), 3=-71 (LC 12) Max Grav 2=406 (LC 1), 3=237 (LC 1), 4=154 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-87/77 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 71 lb uplift at joint 3 and 21 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY PLAN 2448-C R88885803J11Jack-Open 2 14704826 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 13:44:20 Page: 1 ID:leof2FQV1N_FLS9ZYCljMcz338r-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 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 0.64 Vert(LL)-0.17 5-8 >550 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.56 Vert(CT)-0.37 5-8 >257 180 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=0-5-8, 3=0-3-2, 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=407 (LC 1), 3=297 (LC 1), 4=55 (LC 1), 5=138 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25, 2-3=-170/74, 3-4=-18/17 BOT CHORD 2-5=-110/90 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 capable of withstanding 12 lb uplift at joint 4, 14 lb uplift at joint 2 and 68 lb uplift at joint 3. 6)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 7)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 PLAN 2448-C R88885804J12Jack-Open 2 14704826 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 13:44:20 Page: 1 ID:2_jIWeVvNXtFhXBvSANM84z338k-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 5 1 9 10 11 2 3 4 11-7-13 3-10-15 11-7-13 7-8-14 7-8-14 7-8-14 5-5-1 0-6-13 3-9-8 Scale = 1:46.2 Plate Offsets (X, Y):[1:0-2-12,0-1-1] 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 0.60 Vert(LL)-0.18 5-8 >505 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.57 Vert(CT)-0.35 5-8 >260 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.04 1 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-AS Weight: 27 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E BOT CHORD 2x4 HF No.2 WEDGE Left: 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)1= Mechanical, 2=0-3-2, 3=0-1-8, 4= Mechanical, 5= Mechanical Max Horiz 1=108 (LC 12) Max Uplift 2=-68 (LC 12), 3=-26 (LC 8), 4=-12 (LC 8) Max Grav 1=328 (LC 1), 2=295 (LC 1), 3=119 (LC 1), 4=57 (LC 1), 5=132 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-147/77, 2-3=-53/24, 3-4=-19/18 BOT CHORD 1-5=-120/150 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) 0-3-2 to 3-3-2, Interior (1) 3-3-2 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)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 4, 68 lb uplift at joint 2 and 26 lb uplift at joint 3. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3. 9)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 PLAN 2448-C R88885805J13Jack-Open 2 14704826 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 13:44:21 Page: 1 ID:P1durbOhBy4uxlHxE?BTbUz337b-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 =4x5 6 1 10 11 2 12 3 4 5 13-7-13 7-8-14 7-8-14 5-10 -15 13-7-13 7-8-14 6-3-1 0-6-13 3-9-8 Scale = 1:49.6 Plate Offsets (X, Y):[1:0-2-4,0-0-1] 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 0.79 Vert(LL)-0.20 6-9 >459 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.62 Vert(CT)-0.39 6-9 >239 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.05 1 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-AS Weight: 27 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEDGE Left: 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)1= Mechanical, 2=0-3-2, 3=0-1-8, 4=0-1-8, 5= Mechanical, 6= Mechanical Max Horiz 1=123 (LC 12) Max Uplift 2=-68 (LC 12), 3=-27 (LC 8), 4=-26 (LC 8), 5=-12 (LC 8) Max Grav 1=328 (LC 1), 2=291 (LC 1), 3=126 (LC 1), 4=121 (LC 1), 5=57 (LC 1), 6=135 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-153/85, 2-3=-87/38, 3-4=-54/24, 4-5=-19/18 BOT CHORD 1-6=-128/157 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) 0-3-2 to 3-3-2, Interior (1) 3-3-2 to 13-10-3 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)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 5, 68 lb uplift at joint 2, 27 lb uplift at joint 3 and 26 lb uplift at joint 4. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3, 4. 9)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 PLAN 2448-C R88885806J14Jack-Open 2 14704826 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 13:44:21 Page: 1 ID:puqS2RdET5b3LponPCY9Piz337H-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 7 1 11 12 2 3 13 4 5 6 15 -7-13 7-8-14 7-8-14 7-10-15 15-7-13 7-8-14 7-1-1 0-6-13 3-9-8 Scale = 1:53 Plate Offsets (X, Y):[1:0-2-12,0-1-1] 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 0.60 Vert(LL)-0.18 7-10 >505 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.57 Vert(CT)-0.35 7-10 >260 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.04 1 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-AS Weight: 33 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E BOT CHORD 2x4 HF No.2 WEDGE Left: 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)1= Mechanical, 2=0-3-2, 3=0-1-8, 4=0-1-8, 5=0-1-8, 6= Mechanical, 7= Mechanical Max Horiz 1=139 (LC 12) Max Uplift 2=-69 (LC 12), 3=-27 (LC 8), 4=-28 (LC 8), 5=-26 (LC 8), 6=-12 (LC 8) Max Grav 1=328 (LC 1), 2=295 (LC 1), 3=126 (LC 1), 4=128 (LC 1), 5=121 (LC 1), 6=57 (LC 1), 7=132 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-180/101, 2-3=-114/53, 3-4=-88/39, 4-5=-54/24, 5-6=-19/18 BOT CHORD 1-7=-138/150 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) 0-3-2 to 3-3-2, Interior (1) 3-3-2 to 15-10-3 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)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4, 5. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 6, 69 lb uplift at joint 2, 27 lb uplift at joint 3, 28 lb uplift at joint 4 and 26 lb uplift at joint 5. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3, 4, 5. 9)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 PLAN 2448-C R88885807J15Jack-Open 2 14704826 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 13:44:21 Page: 1 ID:X4zgigyA6O?E4zMzUNXV?Oz336s-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 8 1 12 13 2 3 4 14 5 6 7 17-7-13 7-8-14 7-8-14 9-10 -15 17-7-13 7-8-14 7-11 -1 0-6-13 3-9-8 Scale = 1:56.4 Plate Offsets (X, Y):[1:0-2-12,0-1-1] 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 0.60 Vert(LL)-0.18 8-11 >505 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.57 Vert(CT)-0.35 8-11 >260 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.04 1 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-AS Weight: 36 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E BOT CHORD 2x4 HF No.2 WEDGE Left: 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)1= Mechanical, 2=0-3-2, 3=0-1-8, 4=0-1-8, 5=0-1-8, 6=0-1-8, 7= Mechanical, 8= Mechanical Max Horiz 1=154 (LC 12) Max Uplift 2=-69 (LC 12), 3=-27 (LC 8), 4=-28 (LC 8), 5=-28 (LC 8), 6=-26 (LC 8), 7=-12 (LC 8) Max Grav 1=328 (LC 1), 2=295 (LC 1), 3=126 (LC 1), 4=128 (LC 1), 5=128 (LC 1), 6=121 (LC 1), 7=57 (LC 1), 8=132 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-207/116, 2-3=-141/67, 3-4=-115/53, 4-5=-88/39, 5-6=-54/24, 6-7=-19/18 BOT CHORD 1-8=-148/150 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) 0-3-2 to 3-3-2, Interior (1) 3-3-2 to 17-10-3 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)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4, 5, 6. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 7, 69 lb uplift at joint 2, 27 lb uplift at joint 3, 28 lb uplift at joint 4, 28 lb uplift at joint 5 and 26 lb uplift at joint 6. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3, 4, 5, 6. 9)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 PLAN 2448-C R88885808J16Jack-Open 2 14704826 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 13:44:21 Page: 1 ID:bVQB_QYvaSAHSVcNs9v_Ujz3365-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 =3x4 10 1 14 15 2 3 4 5 6 16 7 8 9 19-7-1 7-8-14 7-8-14 11-10-3 19 -7-1 7-8-14 8-8-12 0-6-13 3-9-8 Scale = 1:59.7 Plate Offsets (X, Y):[1:0-2-12,0-1-1] 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 0.60 Vert(LL)-0.18 10-13 >505 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.57 Vert(CT)-0.35 10-13 >260 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.04 1 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-AS Weight: 37 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E *Except* 3-9:2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEDGE Left: 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)1= Mechanical, 2=0-3-2, 4=0-1-8, 5=0-1-8, 6=0-1-8, 7=0-1-8, 8=0-1-8, 9= Mechanical, 10= Mechanical Max Horiz 1=169 (LC 12) Max Uplift 2=-69 (LC 12), 4=-27 (LC 8), 5=-28 (LC 8), 6=-28 (LC 8), 7=-28 (LC 8), 8=-26 (LC 8), 9=-12 (LC 8) Max Grav 1=328 (LC 1), 2=295 (LC 1), 4=126 (LC 1), 5=128 (LC 1), 6=128 (LC 1), 7=128 (LC 1), 8=119 (LC 1), 9=55 (LC 1), 10=132 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-233/130, 2-4=-167/81, 4-5=-141/67, 5-6=-114/53, 6-7=-87/38, 7-8=-53/24, 8-9=-18/17 BOT CHORD 1-10=-157/150 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) 0-3-2 to 3-3-2, Interior (1) 3-3-2 to 19-9-7 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)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 5, 6, 7, 8. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 9, 69 lb uplift at joint 2, 27 lb uplift at joint 4, 28 lb uplift at joint 5, 28 lb uplift at joint 6, 28 lb uplift at joint 7 and 26 lb uplift at joint 8. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 4, 5, 6, 7, 8. 9)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 PLAN 2448-C R88885809J17Jack-Open 1 14704826 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 13:44:21 Page: 1 ID:Yi7D6YB95krlJeAZSoMP8vz335G-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) 3.5412 3.5412 =4x6 =3x6 =3x6 =3x6 =3x6 =4x6 =3x4 1 2 11 12 13 3 45 6 7 8 9 10 28-1-15 1-5-0 -1-5-0 11-2-4 11-2-4 16 -11-10 28-1-15 0-2-9 11-4-13 2-8-13 14-1-10 2-9-15 16-11-9 2-9-15 22 -7-7 2-9-15 19 -9-8 2-9-15 25-5-6 2-8-9 28-1-15 11-2-4 11-2-4 9-0-3 0-5-8 8-9-1 Scale = 1:81.4 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)-0.55 2-3 >249 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(CT)-0.71 2-3 >195 180 BCLL 0.0 *Rep Stress Incr NO WB 0.00 Horz(CT)0.00 10 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 58 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 All bearings 0-2-2. except 2=0-6-2, 3=0-4-7, 10= Mechanical (lb) -Max Horiz 2=232 (LC 4) Max Uplift All uplift 100 (lb) or less at joint(s) 5, 6, 7, 8, 9, 10 except 2=-126 (LC 4), 3=-263 (LC 8) Max Grav All reactions 250 (lb) or less at joint (s) 5, 6, 7, 8, 9, 10 except 2=519 (LC 1), 3=741 (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)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 at joint(s) 5, 6, 7, 8, 9. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 10, 5, 6, 7, 8, 9 except (jt=lb) 2=126, 3=263. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 5, 6, 7, 8, 9. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 16 lb up at 2-9-8, 22 lb up at 2-9-8, 12 lb down and 47 lb up at 5-7-7, 22 lb down and 49 lb up at 5-7-7, 81 lb down and 66 lb up at 8-5-6, 89 lb down and 68 lb up at 8-5-6, 147 lb down and 69 lb up at 11-3-5, 0 lb down and 19 lb up at 14-1-4, 1 lb down and 19 lb up at 16-11-3, 1 lb down and 19 lb up at 19-9-2, 1 lb down and 19 lb up at 22-7-1, and 1 lb down and 19 lb up at 25-5-0, and 12 lb down and 15 lb up at 28-1-3 on top 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: 1-10=-64 Concentrated Loads (lb) Vert: 3=-147 (B), 10=-12 (B), 12=-34 (F=-22, B=-12), 13=-170 (F=-89, B=-81) Job Truss Truss Type Qty Ply CENTURY PLAN 2448-C R88885810R01Corner Rafter 2 14704826 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. Wed Jun 25 10:13:33 Page: 1 ID:ViPYx6ROchy?od6ZYeEoLqz333e-o4BSqICFebIJ37m1UbYAnH2NGUf0?4Mev9mD1Jz2xMY 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) 3.5412 3.54 12 =3x6 =3x4 =3x6 1 2 8 3 4 5 6 7 11-3-12 1-5-0 -1-5-0 4-1-7 4-1-7 7-8-10 11-10-1 0-2-10 4-4-1 1-3-13 5-7-14 2-9-15 8-5-13 2-11-0 11-4-13 4-1-7 4-1-7 4-2-8 0-5-8 3-11 -6 Scale = 1:46.9 Plate Offsets (X, Y):[2:0-1-2,0-0-6], [2:2-0-4,0-0-4], [3:0-1-4,4-0-0] 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 0.11 Vert(LL)-0.01 4-5 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(CT)-0.01 4-5 >999 180 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-P Weight: 24 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E *Except* 2-3:2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)2=0-6-2, 3=0-4-7, 4=0-2-2, 5=0-2-2, 6=0-2-2 Max Horiz 2=105 (LC 21) Max Uplift 2=-59 (LC 4), 3=-55 (LC 8), 4=-42 (LC 4), 5=-61 (LC 4), 6=-60 (LC 4) Max Grav 2=239 (LC 1), 3=171 (LC 1), 4=133 (LC 1), 5=178 (LC 1), 6=215 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-84/28, 3-4=-56/10, 4-5=-41/20, 5-6=-25/21, 6-7=-9/0 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) 4, 5, 6. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 lb uplift at joint 2, 55 lb uplift at joint 3, 42 lb uplift at joint 4, 61 lb uplift at joint 5 and 60 lb uplift at joint 6. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4, 5, 6. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 9 lb down and 16 lb up at 2-9-8, 10 lb down and 22 lb up at 2-9-8, 7 lb down and 13 lb up at 5-7-7, and 19 lb down and 39 lb up at 8-5-6, and 88 lb down and 39 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: 1-7=-64 Concentrated Loads (lb) Vert: 6=-88 (B) Job Truss Truss Type Qty Ply CENTURY PLAN 2448-C R88885811R02Corner Rafter 2 14704826 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 13:44:22 Page: 1 ID:Z_aecstHdYKeRXDvPFS917z339Y-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 .