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HomeMy WebLinkAbout2745 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 23,2025 Zhao, Xiaoming Pages or sheets covered by this seal: R88859168 thru R88859193 My license renewal date for the state of Washington is September 28, 2025. 4704841 CENTURY 2745-C WILLOW GLEN IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =5x8 =3x4 =2x4 =4x8 =3x4 =5x8 =2x4 =3x10 =5x8 =3x4 =3x4 =2x4 =4x6 8 17 1 13 1218 11 1910 20 9 21 7 16 62 3 4 51415 19-8-14 0-1-1 11-9-15 0-1-1 7-8-14 1-0-0 20-8-14 2-0-0 9-8-14 2-0-0 11-8-14 3-6-8 3-6-8 3-9-10 19-8-14 4-1-5 7-7-13 4-1-5 15 -11-4 2-5-15 9-8-14 2-5-15 12-2-13 3-6-8 3-6-8 3-8-7 7-2-15 3-8-7 15-11-4 3-9-10 19-8-14 4-0-6 0-6-13 0-5-8 0-3-6 3-5-11 3-5-11 0-3-6 3-9-1 Scale = 1:63.5 Plate Offsets (X, Y):[2:0-2-4,0-2-0], [3:0-3-8,0-1-12], [5:0-3-8,0-1-12], [7: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 0.60 Vert(LL)-0.15 10-11 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.85 Vert(CT)-0.26 10-11 >910 180 BCLL 0.0 *Rep Stress Incr NO WB 0.11 Horz(CT)0.11 7 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 85 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 SLIDER Left 2x4 HF No.2 -- 3-6-14 BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins, except 2-0-0 oc purlins (2-9-12 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 9-5-12 oc bracing. REACTIONS (size)1= Mechanical, 7=0-5-8 Max Horiz 1=-42 (LC 13) Max Uplift 1=-129 (LC 8), 7=-147 (LC 9) Max Grav 1=1720 (LC 1), 7=1795 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 5-6=-3352/416, 6-7=-3547/303, 7-8=0/16, 3-4=-3296/432, 4-5=-3296/432, 1-2=-3496/306, 2-3=-3332/416 BOT CHORD 1-13=-278/3098, 12-13=-278/3098, 11-12=-358/3083, 10-11=-335/3091, 9-10=-237/3144, 7-9=-237/3144 WEBS 6-9=0/359, 6-10=-228/156, 5-10=0/419, 5-11=-77/430, 4-11=-509/167, 3-11=-78/444, 3-12=0/401, 2-12=-206/206, 2-13=0/344 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 1 and 147 lb uplift at joint 7. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 609 lb down and 253 lb up at 7-8-9, and 180 lb down and 78 lb up at 9-8-14, and 609 lb down and 253 lb up at 11-9-3 on top chord, and 114 lb down at 1-9-10, 114 lb down at 3-9-10, 114 lb down at 5-9-10, 114 lb down at 7-9-10, 114 lb down at 9-8-14, 114 lb down at 11-8-2, 114 lb down at 13-8-2, and 114 lb down at 15-8-2, and 114 lb down at 17-8-2 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 10)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 5-8=-64, 3-5=-64, 1-3=-64, 1-7=-20 Concentrated Loads (lb) Vert: 9=-57 (F), 4=-180, 11=-57 (F), 13=-57 (F), 14=-555, 15=-555, 16=-57 (F), 17=-57 (F), 18=-57 (F), 19=-57 (F), 20=-57 (F), 21=-57 (F) Job Truss Truss Type Qty Ply CENTURY 2745-C WILLOW GLEN R88859168A01California Girder 1 14704841 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 13:27:47 Page: 1 ID:w07yA8_FU_xS5u0TpW5NLHzJaI2-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =4x5 =3x10 =2x4 =4x5 =3x10 =2x4 =3x6 6 1 7 5 2 4 3 19-8-14 1-0-0 20-8-14 4-6-5 14-3-3 4-6-5 9-8-14 5-2-9 5-2-9 5-5-11 19-8-14 9-8-14 9-8-14 10 -0-0 19-8-14 4-10 -13 0-6-13 0-5-8 4-7-8 Scale = 1:61.5 Plate Offsets (X, Y):[1:Edge,0-1-8], [1:0-3-0,Edge], [5:0-0-8,0-0-2] 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 0.43 Vert(LL)-0.18 5-7 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.89 Vert(CT)-0.39 5-7 >602 180 BCLL 0.0 *Rep Stress Incr NO WB 0.20 Horz(CT)0.04 5 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 67 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 WEDGE Left: 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1= Mechanical, 5=0-5-8 Max Horiz 1=-55 (LC 13) Max Uplift 1=-32 (LC 8), 5=-51 (LC 9) Max Grav 1=814 (LC 1), 5=898 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1473/96, 2-3=-1120/39, 3-4=-1120/40, 4-5=-1478/95, 5-6=0/16 BOT CHORD 1-7=-91/1297, 5-7=-38/1303 WEBS 3-7=0/555, 2-7=-388/136, 4-7=-393/134 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; 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 51 lb uplift at joint 5 and 32 lb uplift at joint 1. 7)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 89 lb down and 69 lb up at 9-8-14 on top chord. The design/ selection of such connection device(s) is the responsibility of others. 8)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, 3-6=-64, 1-5=-20 Job Truss Truss Type Qty Ply CENTURY 2745-C WILLOW GLEN R88859169A02Common114704841Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 13:27:48 Page: 1 ID:XXZXpNm0Ay7EOtUz6glcU_zJaH1-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x4 =2x6 =3x4 =4x5 =2x4 8 9 1 6 10 11 5 2 7 3 4 9-10-15 3-9-3 8-0-0 4-2-13 4-2-13 1-10-15 9-10-15 3-9-3 8-0-0 4-2-13 4-2-13 4-7-1 0-5-8 3-9-8 Scale = 1:32.6 Plate Offsets (X, Y):[2:0-1-8,0-1-8], [6:0-4-0,0-1-0] 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 0.16 Vert(LL)-0.03 5-6 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.61 Vert(CT)-0.05 5-6 >999 180 BCLL 0.0 *Rep Stress Incr NO WB 0.21 Horz(CT)-0.01 4 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 78 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF No.2 WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-5-8, 4= Mechanical, 5= Mechanical Max Horiz 1=108 (LC 5) Max Uplift 1=-97 (LC 8), 4=-18 (LC 25), 5=-183 (LC 8) Max Grav 1=1230 (LC 1), 4=18 (LC 1), 5=2313 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2548/179, 2-3=-69/49, 3-4=-42/2, 3-5=-237/45 BOT CHORD 1-6=-199/2283, 5-6=-199/2283 WEBS 2-6=-114/1968, 2-5=-2559/242 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: 2x6 - 3 rows staggered at 0-8-0 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)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)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 1, 18 lb uplift at joint 4 and 183 lb uplift at joint 5. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 117 lb down and 19 lb up at 1-0-12, 179 lb down and 33 lb up at 3-0-12, and 1700 lb down and 141 lb up at 5-0-12, and 796 lb down and 43 lb up at 7-0-12 on bottom chord. The design/selection of such connection device (s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-64, 3-4=-64, 1-5=-20 Concentrated Loads (lb) Vert: 8=-117 (F), 9=-179 (F), 10=-1700 (F), 11=-796 (F) Job Truss Truss Type Qty Ply CENTURY 2745-C WILLOW GLEN R88859170B01Jack-Closed Girder 1 24704841 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 13:27:48 Page: 1 ID:qPX1QOGkWYIQpA6r0n_EedzJaGO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =4x5 =2x4 =3x4 =5x8 =3x10 =2x4 =3x4 =5x8 =3x4 =2x4 =4x5 1 9 2 13 12 11 10 8 14 20 3 71915 5 18 641617 30 -0-0 0-1-1 10 -0-0 0-1-1 20 -1-1 1-0-0 31-0-0 1-0-0 -1-0-0 5-0-0 15-0-0 5-0-0 20-0-0 4-10-9 30-0-0 4-10-9 4-10-9 5-0-6 25 -1-7 5-0-6 9-10-15 5-5-15 15-0-0 5-5-15 20 -5-15 9-6-1 30-0-0 9-6-1 9-6-1 4-10 -6 0-5-8 0-3-6 4-3-11 4-3-11 0-3-6 4-7-1 Scale = 1:61.4 Plate Offsets (X, Y):[4:0-3-8,0-1-12], [6:0-3-8,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL)-0.21 2-13 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.75 Vert(CT)-0.45 2-13 >783 180 BCLL 0.0 *Rep Stress Incr YES WB 0.12 Horz(CT)0.11 8 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 115 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-2 oc purlins, except 2-0-0 oc purlins (3-4-12 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 8=0-5-8 Max Horiz 2=49 (LC 16) Max Uplift 2=-63 (LC 12), 8=-72 (LC 13) Max Grav 2=1319 (LC 1), 8=1319 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-2480/129, 3-4=-2231/87, 4-5=-2313/133, 5-6=-2313/133, 6-7=-2231/88, 7-8=-2480/150, 8-9=0/16 BOT CHORD 2-13=-120/2212, 12-13=-21/2015, 10-12=-4/2015, 8-10=-91/2212 WEBS 3-13=-224/135, 4-13=0/350, 4-12=-106/483, 5-12=-393/109, 6-12=-79/507, 6-10=0/350, 7-10=-220/120 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 9-7-13, Exterior(2R) 9-7-13 to 13-10-11, Interior (1) 13-10-11 to 20-4-3, Exterior(2R) 20-4-3 to 24-7-2, Interior (1) 24-7-2 to 31-0-0 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 63 lb uplift at joint 2 and 72 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) 98 lb down and 114 lb up at 9-11-11 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 2745-C WILLOW GLEN R88859171C01California114704841Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 13:27:48 Page: 1 ID:vBdhYCtoyjAPumMbtwOf4uzJaEI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =4x6 =2x4 =5x8 =3x4 =3x4 =5x6 =3x10 =2x4 =4x8 =2x4 =3x6 1 8 2 16 17 18 13 19 20 12 11 10 9 7 3 4 15 5 614 30 -0-0 0-1-1 8-0-0 0-1-1 22-1-1 1-0-0 31-0-0 1-0-0 -1-0-0 4-6-0 22-0-0 4-6-0 12 -6-0 4-11-15 17 -6-0 7-10 -15 30-0-0 7-10-15 7-10-15 4-11-15 22-5-15 4-11-15 17 -6-0 4-11-15 12 -6-0 7-6-1 30-0-0 7-6-1 7-6-1 4-0-6 0-5-8 0-3-6 3-5-11 3-5-11 0-3-6 3-9-1 Scale = 1:58.2 Plate Offsets (X, Y):[3:0-3-8,0-1-12], [6:0-3-12,0-0-8], [10:0-2-12,0-1-8] 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 0.88 Vert(LL)-0.27 12-13 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.77 Vert(CT)-0.45 12-13 >795 180 BCLL 0.0 *Rep Stress Incr NO WB 0.33 Horz(CT)0.07 7 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 279 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E *Except* 3-6:2x4 HF No.2 BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc purlins, except 2-0-0 oc purlins (3-4-5 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 7=0-5-8 Max Horiz 2=39 (LC 12) Max Uplift 2=-232 (LC 8), 7=-167 (LC 9) Max Grav 2=3448 (LC 1), 7=2272 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-8109/674, 3-4=-8443/747, 4-5=-6522/543, 5-6=-6522/543, 6-7=-5053/359, 7-8=0/21 BOT CHORD 2-13=-579/7389, 12-13=-583/7319, 10-12=-688/8443, 9-10=-284/4556, 7-9=-281/4569 WEBS 3-13=0/1480, 6-9=0/342, 3-12=-130/1459, 6-10=-234/2479, 4-12=-101/876, 4-10=-2330/307, 5-10=-325/94 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: 2x6 - 2 rows staggered at 0-4-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 232 lb uplift at joint 2 and 167 lb uplift at joint 7. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 614 lb down and 254 lb up at 7-11-11 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, and 114 lb down at 8-0-12, and 2293 lb down and 195 lb up at 10-1-9 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-64, 3-6=-64, 6-8=-64, 2-7=-20 Concentrated Loads (lb) Vert: 14=-559, 16=-57 (F), 17=-57 (F), 18=-57 (F), 19=-57 (F), 20=-2293 (F) Job Truss Truss Type Qty Ply CENTURY 2745-C WILLOW GLEN R88859172C02California Girder 1 24704841 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 13:27:49 Page: 1 ID:VE66K34ue8eMG_QdADgsamzJaCl-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x6 =2x4 =3x4 =3x10 =4x5 =3x4 =3x6 =4x5 =3x10 =3x4 =2x4 =3x6 1 92 14 13 12 11 10 8 15 22 3 7 16 21 17 18 19 2045 6 30-0-0 0-1-1 18-1-1 0-1-1 12-0-0 1-0-0 31 -0-0 1-0-0 -1-0-0 3-0-0 15-0-0 3-0-0 18 -0-0 5-9-10 30 -0-0 5-9-10 5-9-10 6-1-5 11-10 -15 6-1-5 24-2-6 5-8-7 24-2-6 5-8-7 11-6-1 5-9-10 30 -0-0 5-9-10 5-9-10 6-11-14 18-5-15 5-8-6 0-5-8 0-3-6 5-1-11 5-1-11 0-3-6 5-5-1 Scale = 1:64.9 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 0.49 Vert(LL)-0.18 11-13 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.65 Vert(CT)-0.34 11-13 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.35 Horz(CT)0.12 8 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 119 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except 2-0-0 oc purlins (3-10-9 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=58 (LC 12) Max Uplift 2=-106 (LC 12), 8=-122 (LC 13) Max Grav 2=1383 (LC 1), 8=1416 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-2696/193, 3-4=-2190/190, 4-5=-1956/195, 5-6=-2039/240, 6-7=-2274/236, 7-8=-2774/233, 8-9=0/16 BOT CHORD 2-14=-186/2388, 13-14=-186/2388, 11-13=-132/2072, 10-11=-164/2458, 8-10=-164/2458 WEBS 3-14=0/225, 3-13=-479/112, 4-13=0/484, 6-11=0/386, 7-11=-470/110, 7-10=0/225, 5-13=-343/103, 5-11=-196/50 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 11-7-13, Exterior(2R) 11-7-13 to 15-10-11, Interior (1) 15-10-11 to 18-4-3, Exterior(2R) 18-4-3 to 22-7-2, Interior (1) 22-7-2 to 31-0-0 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 122 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) 104 lb down and 108 lb up at 11-11-11, and 215 lb down and 196 lb up at 18-0-5 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 Concentrated Loads (lb) Vert: 20=-161 Job Truss Truss Type Qty Ply CENTURY 2745-C WILLOW GLEN R88859173C03California114704841Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 13:27:49 Page: 1 ID:r7pI6WJNUniICI6W_U25XUzJaDk-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x6 =2x4 =3x4 =3x4 =5x8 =4x5 =3x10 =3x6 =3x4 =2x4 =3x6 1 82 13 12 11 10 9 7 14 20 63 15 19 4 16 17 18 5 30 -0-0 0-1-1 16 -1-1 0-1-1 14-0-0 1-0-0 31-0-0 1-0-0 -1-0-0 2-0-0 16 -0-0 6-9-10 30-0-0 6-9-10 6-9-10 7-1-5 13-10-15 7-1-5 23 -2-6 2-11-14 16 -5-15 6-8-7 13-6-1 6-8-7 23-2-6 6-9-10 30-0-0 6-9-10 6-9-10 6-6-6 0-5-8 0-3-6 5-11 -11 5-11 -11 0-3-6 6-3-1 Scale = 1:74 Plate Offsets (X, Y):[2:Edge,0-0-6], [4:0-3-8,0-1-12], [7: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 0.62 Vert(LL)-0.16 11-12 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.67 Vert(CT)-0.30 12-13 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.69 Horz(CT)0.11 7 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 119 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins, except 2-0-0 oc purlins (4-3-6 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 7=0-5-8 Max Horiz 2=67 (LC 12) Max Uplift 2=-67 (LC 12), 7=-73 (LC 13) Max Grav 2=1326 (LC 1), 7=1325 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-2538/100, 3-4=-1850/104, 4-5=-1628/116, 5-6=-1849/101, 6-7=-2536/113, 7-8=0/16 BOT CHORD 2-13=-105/2242, 12-13=-105/2242, 11-12=-12/1629, 9-11=-50/2240, 7-9=-50/2240 WEBS 3-13=0/294, 3-12=-690/118, 4-12=0/368, 4-11=-203/176, 5-11=0/367, 6-11=-684/115, 6-9=0/294 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 13-7-13, Exterior(2E) 13-7-13 to 16-4-3, Exterior(2R) 16-4-3 to 20-7-2, Interior (1) 20-7-2 to 31-0-0 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 67 lb uplift at joint 2 and 73 lb uplift at joint 7. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 102 lb down and 118 lb up at 13-11-11, and 17 lb down and 92 lb up at 16-0-5 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, 4-5=-64, 5-8=-64, 2-7=-20 Concentrated Loads (lb) Vert: 16=-12 Job Truss Truss Type Qty Ply CENTURY 2745-C WILLOW GLEN R88859174C04California114704841Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 13:27:49 Page: 1 ID:rOKjgKW1U?rulwvnTZr4j3zJaDT-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x6 =2x4 =3x4 =4x6 =3x4 =3x4 =2x4 =3x6 1 72 10 15 16 9 8 6 11 14 3 5 1312 4 30-0-0 1-0-0 31-0-0 1-0-0 -1-0-0 7-3-14 22 -3-14 7-3-14 15 -0-0 7-8-2 30-0-0 7-8-2 7-8-2 9-9-2 19-10-9 10 -1-7 30 -0-0 10-1-7 10-1-7 6-11 -13 0-5-8 6-8-8 Scale = 1:70.3 Plate Offsets (X, Y):[2:Edge,0-0-6], [6: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 0.82 Vert(LL)-0.30 8-10 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.80 Vert(CT)-0.52 2-10 >679 180 BCLL 0.0 *Rep Stress Incr YES WB 0.19 Horz(CT)0.08 6 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 109 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 6=0-5-8 Max Horiz 2=76 (LC 12) Max Uplift 2=-54 (LC 12), 6=-54 (LC 13) Max Grav 2=1369 (LC 2), 6=1369 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-2519/91, 3-4=-2294/74, 4-5=-2294/74, 5-6=-2519/91, 6-7=0/16 BOT CHORD 2-10=-98/2255, 8-10=0/1519, 6-8=-23/2255 WEBS 4-8=-21/882, 5-8=-472/169, 4-10=-21/882, 3-10=-472/169 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 15-0-0, Exterior(2R) 15-0-0 to 18-0-0, Interior (1) 18-0-0 to 31-0-0 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 54 lb uplift at joint 2 and 54 lb uplift at joint 6. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2745-C WILLOW GLEN R88859175C05Common1614704841Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 13:27:50 Page: 1 ID:rmA9GSH3Vg?MWE6AV809bZzJaF3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =5x6 =2x4 =3x4 =4x5 =5x6 WB =3x4 =2x4 =5x6 1 72 10 15 16 9 8 6 11 14 3 5 1312 4 30-0-0 1-0-0 31-0-0 1-0-0 -1-0-0 7-3-14 22 -3-14 7-3-14 15 -0-0 7-8-2 30-0-0 7-8-2 7-8-2 9-9-2 19-10-9 10 -1-7 30 -0-0 10-1-7 10-1-7 6-11 -13 0-5-8 6-8-8 Scale = 1:70.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL)-0.29 8-10 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.87 Vert(CT)-0.48 2-10 >734 180 BCLL 0.0 *Rep Stress Incr NO WB 0.19 Horz(CT)0.12 6 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 116 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E WEBS 2x4 HF No.2 OTHERS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-2-6 oc bracing. REACTIONS (size)2=0-5-8, 6=0-5-8 Max Horiz 2=195 (LC 38) Max Uplift 2=-1360 (LC 37), 6=-1360 (LC 40) Max Grav 2=1825 (LC 50), 6=1825 (LC 49) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-4238/3234, 3-4=-2716/1618, 4-5=-2722/1622, 5-6=-4245/3239, 6-7=0/16 BOT CHORD 2-10=-2867/3870, 8-10=-2817/3552, 6-8=-2918/3999 WEBS 4-8=-74/883, 5-8=-475/218, 4-10=-77/883, 3-10=-475/220 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 15-0-0, Exterior(2R) 15-0-0 to 18-0-0, Interior (1) 18-0-0 to 31-0-0 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 1360 lb uplift at joint 2 and 1360 lb uplift at joint 6. 6)This truss has been designed for a total drag load of 200 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 19-9-0 to 30-0-0 for 585.4 plf. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2745-C WILLOW GLEN R88859176C06Common214704841Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 13:27:50 Page: 1 ID:DWM0GYEUGKct9aBtEgt8xozJaBG-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f QUALIFIED BUILDING DESIGNER OR PROJECT ENGINEER SHALL REVIEW THE INPUT LENGTH AND PLACEMENT OF CONNECTION TO TRANSFER LATERAL FORCES TO THE SUPPORTING STRUCTURE AS STATED IN THE DRAG LOAD NOTE BELOW. June 23,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =4x12 =3x10 =3x10 =3x6 =3x4 =3x4 =3x4 =3x4 =5x8 =3x4 =3x4 =2x4 =3x6 1 82 11 15 16 10 9 7 1812 3 4 6 1713 14 5 30-0-0 1-0-0 31-0-0 1-0-0 -1-0-0 7-3-14 22 -3-14 7-3-14 15 -0-0 7-8-2 30-0-0 7-8-2 7-8-2 9-9-2 19-10-9 10 -1-7 30 -0-0 10-1-7 10-1-7 6-11 -13 0-5-83-4-13 3-4-13 2-11 -14 6-4-11 0-3-13 6-8-8 Scale = 1:70.3 Plate Offsets (X, Y):[2:0-1-7,0-2-0], [4:0-2-0,0-1-8], [5:0-2-4,0-2-8] 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)-0.28 9-11 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.88 Vert(CT)-0.51 9-11 >689 180 BCLL 0.0 *Rep Stress Incr NO WB 0.18 Horz(CT)0.09 7 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 129 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E *Except* 4-5:2x4 HF No.2 BOT CHORD 2x4 DF 1800F 1.6E WEBS 2x4 HF No.2 SLIDER Left 2x4 HF No.2 -- 3-10-11 BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 7=0-5-8 Max Horiz 2=3323 (LC 29) Max Uplift 2=-55 (LC 12), 7=-55 (LC 13) Max Grav 2=2765 (LC 29), 7=1381 (LC 30) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-4=-5836/1001, 4-5=-5640/1216, 5-6=-2329/72, 6-7=-2548/90, 7-8=0/16 BOT CHORD 2-11=-90/2499, 9-11=0/1582, 7-9=-22/2283 WEBS 5-9=-16/853, 6-9=-437/165, 5-11=-15/997, 4-11=-499/161 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 15-0-0, Exterior(2R) 15-0-0 to 18-0-0, Interior (1) 18-0-0 to 31-0-0 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 55 lb uplift at joint 2 and 55 lb uplift at joint 7. 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 14-3-0 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: 1-5=-52, 2-15=-35, 15-16=-50, 7-16=-35, 5-8=-51 Concentrated Loads (lb) Vert: 14=-1385 Horz: 14=-3323 30)User defined (2): Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (lb/ft) Vert: 1-5=-52, 2-15=-35, 15-16=-50, 7-16=-35, 5-8=-51 Concentrated Loads (lb) Vert: 14=1385 Horz: 14=3323 Job Truss Truss Type Qty Ply CENTURY 2745-C WILLOW GLEN R88859177C07Common114704841Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 13:27:50 Page: 1 ID:MSOn6JEcAKXK45tnyXs4fpzJa8g-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x4 =4x5 =3x4 =3x4 1 172 31 30 29 28 27 26 25 24 23 22 21 20 19 18 16 32 33153 144 135 126 117 8 10 9 30 -0-0 1-0-0 -1-0-0 1-0-0 31 -0-0 15 -0-0 30 -0-0 15-0-0 15-0-0 30 -0-0 6-11 -13 0-5-8 6-8-8 Scale = 1:68.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.05 Vert(CT)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.09 Horz(CT)0.00 16 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 128 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=30-0-0, 16=30-0-0, 18=30-0-0, 19=30-0-0, 20=30-0-0, 21=30-0-0, 22=30-0-0, 24=30-0-0, 25=30-0-0, 26=30-0-0, 27=30-0-0, 28=30-0-0, 29=30-0-0, 30=30-0-0, 31=30-0-0 Max Horiz 2=76 (LC 12) Max Uplift 2=-8 (LC 8), 16=-10 (LC 9), 18=-31 (LC 13), 19=-18 (LC 13), 20=-21 (LC 13), 21=-21 (LC 13), 22=-22 (LC 13), 24=-21 (LC 13), 26=-22 (LC 12), 27=-21 (LC 12), 28=-21 (LC 12), 29=-21 (LC 12), 30=-18 (LC 12), 31=-32 (LC 12) Max Grav 2=185 (LC 1), 16=185 (LC 1), 18=239 (LC 26), 19=143 (LC 26), 20=174 (LC 1), 21=167 (LC 26), 22=167 (LC 1), 24=178 (LC 26), 25=152 (LC 22), 26=178 (LC 25), 27=167 (LC 1), 28=167 (LC 25), 29=174 (LC 1), 30=143 (LC 25), 31=239 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-91/54, 3-4=-64/48, 4-5=-47/60, 5-6=-36/74, 6-7=-49/88, 7-8=-64/115, 8-9=-79/140, 9-10=-79/140, 10-11=-64/115, 11-12=-49/88, 12-13=-34/62, 13-14=-33/35, 14-15=-39/17, 15-16=-65/36, 16-17=0/16 BOT CHORD 2-31=-33/71, 30-31=-33/71, 29-30=-33/71, 28-29=-33/71, 27-28=-33/71, 26-27=-33/71, 25-26=-33/71, 24-25=-33/71, 22-24=-33/71, 21-22=-33/71, 20-21=-33/71, 19-20=-33/71, 18-19=-33/71, 16-18=-33/71 WEBS 9-25=-112/10, 8-26=-138/50, 7-27=-127/53, 6-28=-127/51, 5-29=-132/53, 4-30=-112/46, 3-31=-174/79, 10-24=-138/50, 11-22=-127/53, 12-21=-127/51, 13-20=-132/53, 14-19=-112/46, 15-18=-174/78 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 15-0-0, Corner(3R) 15-0-0 to 18-0-0, Exterior(2N) 18-0-0 to 31-0-0 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 8 lb uplift at joint 2, 22 lb uplift at joint 26, 21 lb uplift at joint 27, 21 lb uplift at joint 28, 21 lb uplift at joint 29, 18 lb uplift at joint 30, 32 lb uplift at joint 31, 21 lb uplift at joint 24, 22 lb uplift at joint 22, 21 lb uplift at joint 21, 21 lb uplift at joint 20, 18 lb uplift at joint 19, 31 lb uplift at joint 18 and 10 lb uplift at joint 16. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2745-C WILLOW GLEN R88859178C08Common Supported Gable 1 14704841 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 13:27:51 Page: 1 ID:NvC1tqDb1WFsrEZ3yScEnazJZvC-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x4 =4x5 =2x4 =3x4 1 5 2 6 4 7 8 3 10-0-0 1-0-0 -1-0-0 1-0-0 11-0-0 5-0-0 5-0-0 5-0-0 10-0-0 5-0-0 5-0-0 5-0-0 10-0-0 2-9-13 0-5-8 2-6-8 Scale = 1:40.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL)-0.02 2-6 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.23 Vert(CT)-0.04 2-6 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.04 Horz(CT)0.01 4 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 29 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 4=0-3-8 Max Horiz 2=28 (LC 12) Max Uplift 2=-29 (LC 12), 4=-29 (LC 13) Max Grav 2=481 (LC 1), 4=481 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-605/121, 3-4=-605/121, 4-5=0/16 BOT CHORD 2-6=-48/490, 4-6=-48/490 WEBS 3-6=0/225 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 5-0-0, Exterior(2R) 5-0-0 to 8-0-0, Interior (1) 8-0-0 to 11-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 2 and 29 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2745-C WILLOW GLEN R88859179D01Common514704841Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 13:27:51 Page: 1 ID:QmfASctgmKhnNYRGplVLzIzJaM2-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =4x5 =3x4 =2x4 =2x4 =3x4 =4x6 =2x4 =3x4 =2x4 =2x4 =3x4 =4x5 1 52 6 4 11 12 3 10-0-0 1-0-0 -1-0-0 1-0-0 11-0-0 5-0-0 5-0-0 5-0-0 10 -0-0 5-0-0 5-0-0 5-0-0 10 -0-0 2-9-13 0-5-8 0-3-8 0-3-8 1-11 -3 2-2-11 0-3-13 2-6-8 Scale = 1:40.1 Plate Offsets (X, Y):[2:0-1-0,0-1-8], [3:0-1-4,0-2-0], [4:0-1-0,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL)-0.01 2-6 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.20 Vert(CT)-0.02 2-6 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.04 Horz(CT)0.01 4 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 43 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 OTHERS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 4=0-5-8 Max Horiz 2=27 (LC 16) Max Uplift 2=-30 (LC 12), 4=-30 (LC 13) Max Grav 2=479 (LC 1), 4=479 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-595/117, 3-4=-595/117, 4-5=0/16 BOT CHORD 2-6=-49/492, 4-6=-49/492 WEBS 3-6=0/200 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 5-0-0, Exterior(2R) 5-0-0 to 8-0-0, Interior (1) 8-0-0 to 11-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 2 and 30 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2745-C WILLOW GLEN R88859180D02Common114704841Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 13:27:51 Page: 1 ID:v2KGwCjyWXN?99DXMlEWGrzJaKz-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 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 2745-C WILLOW GLEN R88859181J01Jack-Open 3 14704841 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 13:27:51 Page: 1 ID:V0i_Ro5OD2HbNw4UgmIn0NzJaKU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 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 2745-C WILLOW GLEN R88859182J02Jack-Open 2 14704841 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 13:27:52 Page: 1 ID:g7t8lZDIdRg1CcQcpZ_MzizJaKJ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 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 2745-C WILLOW GLEN R88859183J03Jack-Open 2 14704841 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 13:27:52 Page: 1 ID:15g1oHHRSzIKINJZc7aXglzJaKE-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 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 2745-C WILLOW GLEN R88859184J04Jack-Open 3 14704841 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 13:27:52 Page: 1 ID:k0HpuhPi52ZvVv4UBDmu4szJaK4-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 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 2745-C WILLOW GLEN R88859185J05Jack-Open 3 14704841 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 13:27:52 Page: 1 ID:dnWJk3SD9G3L_XNFQ3qqEizJaK0-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 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 2745-C WILLOW GLEN R88859186J06Jack-Open 3 14704841 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 13:27:52 Page: 1 ID:zkJCnmWLzphd4IGDDcQ?xmzJaJx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 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 2745-C WILLOW GLEN R88859187J07Jack-Open 3 14704841 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 13:27:52 Page: 1 ID:Ki75qUaUoLJwA38A090AepzJaJs-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x4 1 2 5 6 7 8 3 4 9-10-3 1-0-0 -1-0-0 1-10-3 9-10-3 8-0-0 8-0-0 8-0-0 4-10 -1 0-5-8 3-9-8 Scale = 1:47.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL)-0.23 2-5 >406 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.69 Vert(CT)-0.46 2-5 >203 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 25 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E BOT CHORD 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 3=0-1-8, 4= Mechanical, 5= Mechanical Max Horiz 2=104 (LC 12) Max Uplift 2=-17 (LC 12), 3=-84 (LC 12), 4=-12 (LC 8) Max Grav 2=413 (LC 1), 3=300 (LC 1), 4=55 (LC 1), 5=154 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-110/80, 3-4=-18/17 BOT CHORD 2-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 9-9-7 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)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 4, 17 lb uplift at joint 2 and 84 lb uplift at joint 3. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2745-C WILLOW GLEN R88859188J08Jack-Open 1 14704841 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 13:27:52 Page: 1 ID:d22lItft8VCwW8AWw7epQIzJaJl-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 5 12 =3x4 =3x6 1 3 4 2 3-7-13 1-8-14 1-8-14 1-10 -15 3-7-13 1-8-14 2-1-1 0-6-13 1-3-8 Scale = 1:23 Plate Offsets (X, Y):[1:Edge,0-1-4], [1:0-1-8,0-5-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL)0.00 1-3 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(CT)0.00 1-3 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 8 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 or 1-8-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1= Mechanical, 2= Mechanical, 3= Mechanical Max Horiz 1=46 (LC 12) Max Uplift 1=-10 (LC 12), 2=-43 (LC 12) Max Grav 1=132 (LC 1), 2=114 (LC 1), 3=34 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-50/40 BOT CHORD 1-3=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) 0-0-2 to 3-0-2, Interior (1) 3-0-2 to 3-7-1 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 capable of withstanding 43 lb uplift at joint 2 and 10 lb uplift at joint 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2745-C WILLOW GLEN R88859189J09Jack-Open 1 14704841 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 13:27:53 Page: 1 ID:1uFJVjvQRej5wDiM5K?VEWzJaJR-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 5 12 =3x4 =3x6 1 3 4 5 2 5-7-13 1-8-14 1-8-14 3-10-15 5-7-13 1-8-14 2-11 -1 0-6-13 1-3-8 Scale = 1:25.5 Plate Offsets (X, Y):[1:Edge,0-1-4], [1:0-1-8,0-5-4] 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 0.58 Vert(LL)0.00 1-3 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(CT)0.00 1-3 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 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 WEDGE Left: 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-8-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1= Mechanical, 2= Mechanical, 3= Mechanical Max Horiz 1=68 (LC 12) Max Uplift 1=-24 (LC 12), 2=-66 (LC 12) Max Grav 1=196 (LC 1), 2=178 (LC 1), 3=34 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-72/60 BOT CHORD 1-3=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) 0-0-2 to 3-0-2, Interior (1) 3-0-2 to 5-7-1 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 capable of withstanding 66 lb uplift at joint 2 and 24 lb uplift at joint 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 2745-C WILLOW GLEN R88859190J10Jack-Open 1 14704841 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 13:27:53 Page: 1 ID:s2calmzB1UUEe8AWSb5vUnzJaJL-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3.5412 3.5412 =4x6 =3x6 =3x6 =3x6 =3x6 =4x6 =3x4 1 2 9 10 11 3 4 5 6 7 8 19-10-9 1-5-0 -1-5-0 9-10 -13 21-1-1 11-2-4 11-2-4 0-2-9 11-4-13 2-8-13 14-1-10 2-9-15 16-11-9 2-11-0 19-10-9 11-2-4 11-2-4 6-11 -3 0-5-8 6-8-1 Scale = 1:71 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 7 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 46 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E *Except* 4-8:2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied. REACTIONS All bearings 0-2-2. except 2=0-6-2, 3=0-4-7 (lb) -Max Horiz 2=176 (LC 4) Max Uplift All uplift 100 (lb) or less at joint(s) 5, 6, 7 except 2=-143 (LC 4), 3=-263 (LC 8) Max Grav All reactions 250 (lb) or less at joint (s) 5, 6, 7 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)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) 5, 6, 7. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 5, 6, 7 except (jt=lb) 2=142, 3=263. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 5, 6, 7. 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, 24 lb down and 47 lb up at 5-7-7, 27 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, and 147 lb down and 69 lb up at 11-3-5, and 35 lb down and 104 lb up at 14-2-7 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: 1-8=-64 Concentrated Loads (lb) Vert: 3=-147 (F), 5=20 (F), 10=-34 (F=-12, B=-22), 11=-170 (F=-81, B=-89) Job Truss Truss Type Qty Ply CENTURY 2745-C WILLOW GLEN R88859191R01Corner Rafter 1 14704841 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. Tue Jun 24 08:57:07 Page: 1 ID:BBwCAYxsKlLTXnOcIY?MvRzJaFW-rsT?t05w_80AOW4FQvBdAAhWqTGXqzqIiXVeb?z3HaC June 23,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3.5412 3.54 12 =4x6 =3x6 =3x6 =3x6 =3x6 =4x6 1 2 5 6 7 3 4 14 -0-3 1-5-0 -1-5-0 2-9-15 14-0-3 11-2-4 11-2-4 0-1-6 11-3-11 2-8-9 14 -0-3 11-2-4 11-2-4 4-10 -3 0-5-8 4-7-1 Scale = 1:47.4 Plate Offsets (X, Y):[2:0-0-10,0-0-8], [2:2-1-8,0-0-4], [2:4-5-8,0-0-4], [3:0-1-4,11-3-7], [3:6-9-8,0-0-4], [3:9-1-8,0-0-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL)-0.54 2-3 >255 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(CT)-0.68 2-3 >200 180 BCLL 0.0 *Rep Stress Incr NO WB 0.00 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 38 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied. REACTIONS (size)2=0-6-2, 3=0-2-2, 4= Mechanical Max Horiz 2=122 (LC 4) Max Uplift 2=-157 (LC 4), 3=-262 (LC 8), 4=-27 (LC 4) Max Grav 2=515 (LC 1), 3=736 (LC 1), 4=85 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-118/122, 3-4=-21/19 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)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) 3. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 4, 157 lb uplift at joint 2 and 262 lb uplift at joint 3. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 9)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, 27 lb down and 50 lb up at 5-7-7, 24 lb down and 47 lb up at 5-7-7, 88 lb down and 68 lb up at 8-5-6, and 81 lb down and 66 lb up at 8-5-6, and 147 lb down and 69 lb up at 11-3-5 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: 1-4=-64 Concentrated Loads (lb) Vert: 3=-147 (F), 6=-36 (F=-12, B=-24), 7=-169 (F=-81, B=-88) Job Truss Truss Type Qty Ply CENTURY 2745-C WILLOW GLEN R88859193R03Corner Rafter 2 14704841 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 S Jun 11 2025 Print: 8.830 S Jun 11 2025 MiTek Industries, Inc. Mon Jun 23 13:27:53 Page: 1 ID:sbgQuOOW0wmPjMm2RkjtsxzJaIp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 23,2025 LA T E R A L B R A C I N G L O C A T I O N In d i c a t e s l o c a t i o n w h e r e b e a r i n g s (s u p p o r t s ) o c c u r . I c o n s v a r y b u t re a c t i o n s e c t i o n i n d i c a t e s j o i n t nu m b e r / l e t t e r w h e r e b e a r i n g s o c c u r . Mi n s i z e s h o w n i s f o r c r u s h i n g o n l y . In d i c a t e d b y s y m b o l s h o w n a n d / o r by t e x t i n t h e b r a c i n g s e c t i o n o f t h e ou t p u t . U s e T o r I b r a c i n g if i n d i c a t e d . Th e f i r s t d i m e n s i o n i s t h e p l a t e wi d t h m e a s u r e d p e r p e n d i c u l a r to s l o t s . S e c o n d d i m e n s i o n i s th e l e n g t h p a r a l l e l t o s l o t s . Ce n t e r p l a t e o n j o i n t u n l e s s x , y of f s e t s a r e i n d i c a t e d . Di m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . Ap p l y p l a t e s t o b o t h s i d e s o f t r u s s an d f u l l y e m b e d t e e t h . 1. A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2. T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3. N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4. P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5. C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6. P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7. D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8. U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9. U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 10 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 11 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 12 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 13 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 14 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 15 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 16 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 17 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 18 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 19 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 20 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . 21 . T h e d e s i g n d o e s n o t t a k e i n t o a c c o u n t a n y d y n a m i c o r o t h e r l o a d s o t h e r t h a n t h o s e e x p r e s s l y s t a t e d . Fa i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y Da m a g e o r P e r s o n a l I n j u r y ( D r a w i n g s n o t t o s c a l e ) © 2 0 2 3 M i T e k ® A l l R i g h t s R e s e r v e d Mi T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 1 / 2 / 2 0 2 3 ed g e o f t r u s s . fr o m o u t s i d e " 16 /1 -0 IC C - E S R e p o r t s : ES R - 1 9 8 8 , E S R - 2 3 6 2 , E S R - 2 6 8 5 , E S R - 3 2 8 2 ES R - 4 7 2 2 , E S L - 1 3 8 8 JO I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E AR O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O TH E L E F T . CH O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T NU M B E R S / L E T T E R S . W4-6 W3-6 W3- 7 W2-7 W1-7 C1-8 C5 - 6 C6 - 7 C7 - 8 C4-5 C3- 4 C2 - 3 C1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 BO T T O M C H O R D S TO P C H O R D S BE A R I N G 4 x 4 PL A T E S I Z E Th i s s y m b o l i n d i c a t e s t h e re q u i r e d d i r e c t i o n o f s l o t s i n co n n e c t o r p l a t e s . " 16 /1 Fo r 4 x 2 o r i e n t a t i o n , l o c a t e pl a t e s 0 - 2/1 PL A T E L O C A T I O N A N D O R I E N T A T I O N * Pl a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k so f t w a r e o r u p o n r e q u e s t . In d u s t r y S t a n d a r d s : AN S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . DS B - 2 2 : D e s i g n S t a n d a r d f o r B r a c i n g . BC S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g , R e s t r a i n i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6- 4 - 8 WE B S Tr u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e tr u s s u n l e s s o t h e r w i s e s h o w n . Lu m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 se c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s es t a b l i s h e d b y o t h e r s . di m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s L Jo i n t I D ty p .