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HomeMy WebLinkAboutWillow Glenn 1797 B Stamped Engineering400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 MiTek, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Arlington, WA). June 19,2025 Zhao, Xiaoming Pages or sheets covered by this seal: R88823700 thru R88823724 My license renewal date for the state of Washington is September 28, 2025. 4704797 CENTURY 1797-B ROOF WG IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =5x6 =2x4 =4x5 =5x8 =3x10 =2x4 =5x6 WB =5x8 =4x5 =2x4 =5x6 91 2 13 21 12 11 10 8 2014 731519 4 16 5 17 18 6 30 -0-0 0-1-1 20 -1-1 0-1-1 10 -0-0 1-0-0 -1-0-0 1-0-0 31-0-0 5-0-0 20-0-0 5-0-0 15-0-0 4-9-10 4-9-10 4-9-10 30-0-0 5-1-5 9-10-15 5-1-5 25-2-6 5-5-15 20 -5-15 5-5-15 15-0-0 9-6-1 9-6-1 9-6-1 30-0-0 4-10 -6 0-5-8 0-3-6 4-3-11 4-3-11 0-3-6 4-7-1 Scale = 1:61.4 Plate Offsets (X, Y):[4:0-2-12,0-1-8], [6:0-2-12,0-1-8], [10:0-2-8,0-2-8], [13:0-2-8,0-2-8] 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 0.67 Vert(LL)-0.21 8-10 >999 240 MT20 185/148 TCDL 12.0 Lumber DOL 1.15 BC 0.99 Vert(CT)-0.47 8-10 >747 180 BCLL 0.0 *Rep Stress Incr NO WB 0.52 Horz(CT)0.14 8 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 116 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 OTHERS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-5 oc purlins, except 2-0-0 oc purlins (3-1-5 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 3-3-14 oc bracing. REACTIONS (size)2=0-5-8, 8=0-5-8 Max Horiz 2=56 (LC 37) Max Uplift 2=-1192 (LC 37), 8=-1184 (LC 40) Max Grav 2=1800 (LC 50), 8=1800 (LC 49) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/19, 2-3=-4068/2733, 3-4=-3213/1732, 4-5=-2589/1204, 5-6=-2589/1202, 6-7=-3221/1822, 7-8=-4083/2724, 8-9=0/19 BOT CHORD 2-13=-2492/3755, 12-13=-2575/3827, 10-12=-2911/3984, 8-10=-2429/3763 WEBS 3-13=-312/310, 4-13=-23/363, 4-12=-613/759, 5-12=-452/110, 6-12=-585/748, 6-10=-16/363, 7-10=-307/305 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 1192 lb uplift at joint 2 and 1184 lb uplift at joint 8. 7)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 13-8-0 to 30-0-0 for 367.3 plf. 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) 136 lb down and 114 lb up at 20-0-5 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=-74, 4-6=-74, 6-9=-74, 2-8=-20 Job Truss Truss Type Qty Ply CENTURY 1797-B ROOF WG R88823700A01California114704797Job 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. Thu Jun 19 18:01:07 Page: 1 ID:Kd4AMwiyUoxIcOSDGMWEaGz4ehv-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 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x6 =2x4 =3x4 =3x4 =4x8 =4x5 =2x4 =5x8 =3x10 =5x6 =3x4 =3x4 =5x8 =3x4 =3x4 =2x4 =3x6 1 12 2 19 18 17 16 15 21 2214 23 13 24 11 103 4 6 7 8 20 9 5 30-0-0 0-1-1 22-1-1 1-0-0 -1-0-0 1-0-0 31-0-0 2-9-2 12-9-2 3-9-10 3-9-10 3-9-10 30 -0-0 4-5-9 22-0-0 4-1-5 26-2-6 4-9-6 17 -6-7 6-2-6 10-0-0 3-8-7 7-6-1 3-8-7 26-2-6 3-9-10 3-9-10 3-9-10 30 -0-0 4-11-8 22-5-15 4-11-8 12-5-9 5-0-14 17-6-7 4-10 -13 0-5-8 1-1-13 0-3-6 3-5-11 3-5-11 0-3-6 3-9-1 0-10 -7 4-7-8 Scale = 1:61.5 Plate Offsets (X, Y):[4:0-3-8,0-0-8], [7:0-0-7,0-2-12], [9:0-3-8,0-1-12], [11:0-2-9,0-0-15], [17:0-3-8,0-1-8] 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 0.70 Vert(LL)-0.22 14-15 >999 240 MT20 185/148 TCDL 12.0 Lumber DOL 1.15 BC 0.66 Vert(CT)-0.40 14-15 >882 180 BCLL 0.0 *Rep Stress Incr NO WB 0.28 Horz(CT)0.07 11 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 309 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF No.2 *Except* 16-11:2x6 DF 2400F 2.0E WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-7 oc purlins, except 2-0-0 oc purlins (3-9-5 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 6 REACTIONS (size)2=0-5-8, 11=0-5-8 Max Horiz 2=-52 (LC 13) Max Uplift 2=-96 (LC 8), 11=-181 (LC 9) Max Grav 2=2246 (LC 1), 11=3279 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25, 2-3=-4594/162, 3-4=-4701/217, 4-5=-402/39, 4-6=-5802/345, 6-7=-5802/345, 7-8=-6128/353, 8-9=-7679/512, 9-10=-7356/523, 10-11=-6763/380, 11-12=0/25, 5-7=-399/36 BOT CHORD 2-19=-163/4119, 18-19=-163/4119, 17-18=-139/4343, 15-17=-423/7679, 14-15=-419/6806, 13-14=-309/6083, 11-13=-309/6083 WEBS 3-19=-117/49, 3-18=-37/393, 4-18=0/229, 4-17=-186/2254, 7-17=-323/93, 8-17=-1965/187, 8-15=-79/689, 9-15=-17/1039, 9-14=0/1092, 10-14=-158/931, 10-13=-346/134, 5-6=-1/112 NOTES 1)2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 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 96 lb uplift at joint 2 and 181 lb uplift at joint 11. 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) 788 lb down and 254 lb up at 22-0-5 on top chord, and 1692 lb down and 86 lb up at 19-11-12, 114 lb down at 21-11-4, 114 lb down at 23-11-4, and 114 lb down at 25-11-4, and 114 lb down at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-74, 4-5=-74, 7-9=-74, 9-12=-74, 2-11=-20, 5-7=-74 Concentrated Loads (lb) Vert: 13=-57 (F), 20=-646, 21=-1692 (F), 22=-57 (F), 23=-57 (F), 24=-57 (F) Job Truss Truss Type Qty Ply CENTURY 1797-B ROOF WG R88823701A02California Girder 1 24704797 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. Thu Jun 19 18:01:08 Page: 1 ID:Mg_au7ovQ836iaSDiQb2Q2z4edw-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =5x6 =2x4 =3x4 =M18AHS 3x10 =3x4 =5x8 =4x5 =3x10 =3x4 =2x4 =5x6 812 13 12 11 10 9 7 23 2214 63 2115 16 17 18 19 204 5 30-0-0 0-1-1 12-0-0 0-1-1 18-1-1 1-0-0 -1-0-0 1-0-0 31 -0-0 6-0-0 18-0-0 5-9-10 5-9-10 5-9-10 30 -0-0 6-1-5 11-10 -15 6-1-5 24-2-6 5-8-7 11-6-1 5-8-7 24-2-6 5-9-10 5-9-10 5-9-10 30 -0-0 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):[4:0-4-0,0-1-8], [5:0-2-0,0-2-0] 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 0.89 Vert(LL)0.23 11-13 >999 240 MT20 185/148 TCDL 12.0 Lumber DOL 1.15 BC 0.91 Vert(CT)-0.37 10-11 >955 180 M18AHS 145/140 BCLL 0.0 *Rep Stress Incr NO WB 0.37 Horz(CT)0.14 7 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 117 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 *Except* 4-5:2x4 DF 1800F 1.6E BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins, except 2-0-0 oc purlins (3-5-6 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 3-3-6 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS (size)2=0-5-8, 7=0-5-8 Max Horiz 2=65 (LC 37) Max Uplift 2=-1344 (LC 37), 7=-1327 (LC 40) Max Grav 2=1938 (LC 50), 7=1925 (LC 49) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/19, 2-3=-4493/3103, 3-4=-3075/2005, 4-5=-2211/1041, 5-6=-3086/1956, 6-7=-4516/3076, 7-8=0/19 BOT CHORD 2-13=-2852/4053, 11-13=-2852/4053, 10-11=-2944/3921, 9-10=-1633/2938, 7-9=-2763/3863 WEBS 3-13=0/227, 3-11=-501/243, 4-11=-14/397, 4-10=-477/534, 5-10=-159/443, 6-10=-509/236, 6-9=0/226 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)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1344 lb uplift at joint 2 and 1327 lb uplift at joint 7. 8)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 13-8-0 to 30-0-0 for 367.3 plf. 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) 241 lb down and 196 lb up at 11-11-11, and 129 lb down and 108 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=-74, 4-5=-74, 5-8=-74, 2-7=-20 Concentrated Loads (lb) Vert: 16=-186 Job Truss Truss Type Qty Ply CENTURY 1797-B ROOF WG R88823702A03California114704797Job 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. Thu Jun 19 18:01:08 Page: 1 ID:HuuwmIAr_zA7d_CTsHBc_nz4eg0-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 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x6 =2x4 =3x4 =3x4 =5x8 =4x5 =3x10 =3x6 =3x4 =2x4 =3x6 1 82 13 12 11 10 9 7 2014 3 6 15 19 4 16 17 18 5 30 -0-0 0-1-1 14-0-0 0-1-1 16 -1-1 1-0-0 -1-0-0 1-0-0 31-0-0 2-0-0 16 -0-0 6-9-10 6-9-10 6-9-10 30-0-0 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 6-9-10 6-9-10 30-0-0 6-6-6 0-5-8 0-3-6 5-11 -11 5-11 -11 0-3-6 6-3-1 Scale = 1:74 Plate Offsets (X, Y):[2:Edge,0-0-6], [4:0-3-8,0-1-12], [5:0-2-4,0-2-0], [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 0.75 Vert(LL)-0.16 11-12 >999 240 MT20 185/148 TCDL 12.0 Lumber DOL 1.15 BC 0.74 Vert(CT)-0.33 12-13 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.77 Horz(CT)0.13 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 2-2-0 oc purlins, except 2-0-0 oc purlins (4-0-1 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 16) Max Uplift 2=-73 (LC 12), 7=-67 (LC 13) Max Grav 2=1486 (LC 1), 7=1487 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/19, 2-3=-2841/113, 3-4=-2071/101, 4-5=-1824/113, 5-6=-2075/104, 6-7=-2843/100, 7-8=0/19 BOT CHORD 2-13=-117/2507, 12-13=-117/2507, 11-12=-25/1820, 9-11=-38/2509, 7-9=-38/2509 WEBS 3-13=0/296, 3-12=-764/119, 4-12=0/398, 4-11=-171/207, 5-11=-20/387, 6-11=-768/123, 6-9=0/295 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 73 lb uplift at joint 2 and 67 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) 31 lb down and 92 lb up at 13-11-11, and 132 lb down and 118 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=-74, 4-5=-74, 5-8=-74, 2-7=-20 Concentrated Loads (lb) Vert: 18=-13 Job Truss Truss Type Qty Ply CENTURY 1797-B ROOF WG R88823703A04California114704797Job 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. Thu Jun 19 18:01:09 Page: 1 ID:AUiiI6qL1t6JjRv2aKgWjOz4ef9-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =5x8 =3x10 =3x6 =3x4 =3x6 =3x6 =4x12 =3x4 =3x4 =2x4 =3x6 1 72 10 9 8 6 11 12 1713 3 5 14 16 15 4 30-0-0 1-0-0 -1-0-0 1-0-0 31-0-0 7-2-2 22-2-2 7-2-2 15-0-0 7-9-14 7-9-14 7-9-14 30-0-0 9-9-2 19-10 -9 10-1-7 10-1-7 10-1-7 30-0-0 6-11 -13 0-5-8 3-5-8 3-5-8 2-9-13 6-3-5 0-5-3 6-8-8 Scale = 1:70.3 Plate Offsets (X, Y):[3:0-4-0,0-1-8], [4:0-9-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL)-0.27 8-10 >999 240 MT20 220/195 TCDL 12.0 Lumber DOL 1.15 BC 0.92 Vert(CT)-0.56 2-10 >630 180 BCLL 0.0 *Rep Stress Incr NO WB 0.19 Horz(CT)0.10 6 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 126 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E WEBS 2x4 HF No.2 WEDGE Left: 2x4 SP No.3 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=-3323 (LC 30) Max Uplift 2=-53 (LC 12), 6=-57 (LC 13) Max Grav 2=2925 (LC 29), 6=1541 (LC 30) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/19, 2-3=-6206/755, 3-4=-5992/1015, 4-5=-2598/78, 5-6=-2839/94, 6-7=0/19 BOT CHORD 2-10=-85/2741, 8-10=0/1802, 6-8=-24/2538 WEBS 3-10=-536/161, 4-10=-19/1054, 4-8=-22/898, 5-8=-452/164 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 14-8-1, Exterior(2R) 14-8-1 to 17-8-1, Interior (1) 17-8-1 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 53 lb uplift at joint 2 and 57 lb uplift at joint 6. 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: 2-11=-35, 11-12=-50, 6-12=-35, 1-4=-62, 4-7=-62 Concentrated Loads (lb) Vert: 15=-1385 Horz: 15=-3323 30)User defined (2): Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (lb/ft) Vert: 2-11=-35, 11-12=-50, 6-12=-35, 1-4=-62, 4-7=-62 Concentrated Loads (lb) Vert: 15=1385 Horz: 15=3323 Job Truss Truss Type Qty Ply CENTURY 1797-B ROOF WG R88823704A05Common114704797Job 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. Thu Jun 19 18:01:09 Page: 1 ID:UaYPJy3BJ2EBMtYKDU9MWMya58Z-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x6 =2x4 =3x4 =4x5 =3x4 =3x4 =2x4 =3x6 1 72 10 9 8 6 11 12 1613 3 5 14 15 4 30-0-0 1-0-0 -1-0-0 1-0-0 31-0-0 7-2-2 22-2-2 7-2-2 15 -0-0 7-9-14 7-9-14 7-9-14 30-0-0 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):[8:0-1-12,0-1-8], [10:0-1-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL)-0.28 8-10 >999 240 MT20 220/195 TCDL 12.0 Lumber DOL 1.15 BC 0.92 Vert(CT)-0.52 6-8 >678 180 BCLL 0.0 *Rep Stress Incr NO WB 0.20 Horz(CT)0.09 6 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 115 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 6=0-5-8 Max Horiz 2=76 (LC 12) Max Uplift 2=-54 (LC 12), 6=-54 (LC 13) Max Grav 2=1529 (LC 2), 6=1529 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/19, 2-3=-2807/88, 3-4=-2550/77, 4-5=-2550/77, 5-6=-2807/88, 6-7=0/19 BOT CHORD 2-10=-94/2508, 8-10=0/1691, 6-8=-18/2508 WEBS 3-10=-541/168, 4-10=-25/966, 4-8=-25/966, 5-8=-541/168 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 1797-B ROOF WG R88823705A06Common614704797Job 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. Thu Jun 19 18:01:09 Page: 1 ID:UaYPJy3BJ2EBMtYKDU9MWMya58Z-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 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 5 13 126 117 8 10 9 30 -0-0 1-0-0 -1-0-0 1-0-0 31 -0-0 15-0-0 15-0-0 15 -0-0 30 -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 0.09 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 12.0 Lumber DOL 1.15 BC 0.05 Vert(CT)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.10 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=210 (LC 1), 16=210 (LC 1), 18=266 (LC 26), 19=160 (LC 26), 20=195 (LC 1), 21=187 (LC 26), 22=187 (LC 1), 24=199 (LC 26), 25=169 (LC 22), 26=199 (LC 25), 27=187 (LC 1), 28=187 (LC 25), 29=195 (LC 1), 30=160 (LC 25), 31=266 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/19, 2-3=-99/59, 3-4=-70/49, 4-5=-53/60, 5-6=-41/74, 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=-39/62, 13-14=-38/35, 14-15=-45/19, 15-16=-73/41, 16-17=0/19 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=-129/10, 8-26=-159/50, 7-27=-147/53, 6-28=-147/51, 5-29=-152/53, 4-30=-130/46, 3-31=-201/79, 10-24=-159/50, 11-22=-147/53, 12-21=-147/51, 13-20=-152/53, 14-19=-130/46, 15-18=-201/78 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, 10 lb uplift at joint 16, 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 and 31 lb uplift at joint 18. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 1797-B ROOF WG R88823706A07Common Supported Gable 1 14704797 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. Thu Jun 19 18:01:10 Page: 1 ID:UkrqxyE1lE1b5VhOkfKVJPya51u-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x6 =2x4 =4x5 =3x10 =2x4 =3x6 71 2 8 6 129 53 1110 4 20-0-0 1-0-0 -1-0-0 1-0-0 21 -0-0 4-6-4 14 -6-4 4-6-4 10-0-0 5-5-12 5-5-12 5-5-12 20-0-0 10-0-0 20-0-0 10 -0-0 10 -0-0 4-10 -13 0-5-8 4-7-8 Scale = 1:61.5 Plate Offsets (X, Y):[2:0-0-4,0-0-2], [6:0-0-4,0-0-2] 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 0.38 Vert(LL)-0.18 2-8 >999 240 MT20 185/148 TCDL 12.0 Lumber DOL 1.15 BC 0.85 Vert(CT)-0.40 6-8 >587 180 BCLL 0.0 *Rep Stress Incr YES WB 0.23 Horz(CT)0.05 6 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 68 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 3-10-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 6=0-5-8 Max Horiz 2=-52 (LC 13) Max Uplift 2=-42 (LC 12), 6=-42 (LC 13) Max Grav 2=1009 (LC 1), 6=1009 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/19, 2-3=-1666/146, 3-4=-1253/89, 4-5=-1253/89, 5-6=-1666/146, 6-7=0/19 BOT CHORD 2-8=-85/1465, 6-8=-86/1465 WEBS 4-8=0/608, 5-8=-452/128, 3-8=-452/127 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 10-0-0, Exterior(2R) 10-0-0 to 13-0-0, Interior (1) 13-0-0 to 21-0-0 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 42 lb uplift at joint 2 and 42 lb uplift at joint 6. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 1797-B ROOF WG R88823707B01Common514704797Job 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. Thu Jun 19 18:01:10 Page: 1 ID:fr0_FjNx9cQ1vB1VtT04Gjya51j-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x4 =3x4 =4x5 =2x4 =3x4 111 2 17 16 15 14 13 12 10 20 21 9 18 8 19 73232246 5 20-0-0 1-0-0 -1-0-0 1-0-0 21-0-0 3-7-7 10-0-0 6-4-9 6-4-9 10-0-0 20-0-0 0-8-9 12-4-13 5-6-0 11-8-4 6-2-4 6-2-4 7-7-3 20-0-0 4-10 -13 0-5-8 4-7-8 Scale = 1:63.4 Plate Offsets (X, Y):[3:0-1-4,0-1-8] 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 0.41 Vert(LL)-0.04 2-17 >999 240 MT20 185/148 TCDL 12.0 Lumber DOL 1.15 BC 0.40 Vert(CT)-0.10 2-17 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.18 Horz(CT)0.02 10 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 76 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 5-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 18 REACTIONS (size)2=0-5-8, 10=8-5-8, 12=8-5-8, 13=8-5-8, 14=8-5-8, 15=8-5-8, 16=0-3-8 Max Horiz 2=-52 (LC 13) Max Uplift 2=-52 (LC 12), 10=-13 (LC 9), 12=-22 (LC 13), 13=-19 (LC 13), 14=-26 (LC 13), 15=-58 (LC 12) Max Grav 2=731 (LC 1), 10=280 (LC 1), 12=176 (LC 26), 13=167 (LC 26), 14=238 (LC 1), 15=320 (LC 1), 16=222 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/19, 2-3=-1038/89, 3-4=-315/78, 4-5=-257/86, 5-6=-271/89, 6-7=-277/70, 7-8=-260/44, 8-9=-271/23, 9-10=-280/0, 10-11=0/19 BOT CHORD 2-17=-52/865, 16-17=-52/865, 15-16=-52/865, 14-15=0/222, 13-14=0/222, 12-13=0/222, 10-12=0/222 WEBS 3-19=-705/72, 18-19=-704/72, 18-20=-703/70, 15-20=-736/76, 3-17=0/252, 5-18=-17/34, 4-19=0/8, 6-20=-134/43, 7-14=-191/54, 8-13=-127/42, 9-12=-139/47 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 10-0-0, Exterior(2R) 10-0-0 to 13-0-0, Interior (1) 13-0-0 to 21-0-0 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 studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 2, 13 lb uplift at joint 10, 58 lb uplift at joint 15, 26 lb uplift at joint 14, 19 lb uplift at joint 13 and 22 lb uplift at joint 12. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 1797-B ROOF WG R88823708B02Common Structural Gable 1 14704797 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. Thu Jun 19 18:01:10 Page: 1 ID:WFiNJXvfi8tE6T4sBZnKn?ya5_R-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x6 =2x4 =4x5 =3x10 =2x4 =3x6 1 2 7 6 8 11 53 9 10 4 19-11-0 1-0-0 -1-0-0 4-6-5 10-0-0 4-6-5 14-6-5 5-4-11 19-11-0 5-5-11 5-5-11 9-11-0 19-11-0 10-0-0 10-0-0 4-10 -13 0-5-8 0-5-15 4-7-8 Scale = 1:61.5 Plate Offsets (X, Y):[2: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 0.45 Vert(LL)-0.19 6-7 >999 240 MT20 185/148 TCDL 12.0 Lumber DOL 1.15 BC 0.86 Vert(CT)-0.42 6-7 >555 180 BCLL 0.0 *Rep Stress Incr YES WB 0.24 Horz(CT)0.05 6 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 Right: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 6= Mechanical Max Horiz 2=55 (LC 12) Max Uplift 2=-42 (LC 12), 6=-24 (LC 13) Max Grav 2=1016 (LC 1), 6=920 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/19, 2-3=-1683/153, 3-4=-1272/92, 4-5=-1273/96, 5-6=-1705/156 BOT CHORD 2-7=-100/1481, 6-7=-99/1509 WEBS 4-7=0/624, 5-7=-479/132, 3-7=-451/127 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 10-0-0, Exterior(2R) 10-0-0 to 13-0-0, Interior (1) 13-0-0 to 19-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 6 and 42 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 1797-B ROOF WG R88823709B03Common414704797Job 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. Thu Jun 19 18:01:10 Page: 1 ID:Q8ZOrQboSK0_kf9n4qORXaz4ekd-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x4 =4x5 =3x4 1 9 2 14 13 12 11 10 8 73 64 5 12 -0-0 1-0-0 -1-0-0 1-0-0 13-0-0 6-0-0 6-0-0 6-0-0 12-0-0 12 -0-0 3-2-13 0-5-8 2-11 -8 Scale = 1:40.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 12.0 Lumber DOL 1.15 BC 0.03 Vert(CT)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.02 Horz(CT)0.00 8 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 40 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=12-0-0, 8=12-0-0, 10=12-0-0, 11=12-0-0, 12=12-0-0, 13=12-0-0, 14=12-0-0 Max Horiz 2=33 (LC 12) Max Uplift 2=-21 (LC 8), 8=-22 (LC 9), 10=-19 (LC 13), 11=-24 (LC 13), 13=-24 (LC 12), 14=-20 (LC 12) Max Grav 2=177 (LC 1), 8=177 (LC 1), 10=181 (LC 1), 11=201 (LC 26), 12=165 (LC 1), 13=201 (LC 25), 14=181 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/19, 2-3=-54/32, 3-4=-39/38, 4-5=-42/76, 5-6=-42/76, 6-7=-39/38, 7-8=-45/24, 8-9=0/19 BOT CHORD 2-14=-13/39, 13-14=-13/39, 12-13=-13/39, 11-12=-13/39, 10-11=-13/39, 8-10=-13/39 WEBS 5-12=-125/4, 4-13=-161/82, 3-14=-143/77, 6-11=-161/82, 7-10=-143/77 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 6-0-0, Corner(3R) 6-0-0 to 9-0-0, Exterior(2N) 9-0-0 to 13-0-0 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 21 lb uplift at joint 2, 22 lb uplift at joint 8, 24 lb uplift at joint 13, 20 lb uplift at joint 14, 24 lb uplift at joint 11 and 19 lb uplift at joint 10. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 1797-B ROOF WG R88823710C01Common Supported Gable 1 14704797 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. Thu Jun 19 18:01:11 Page: 1 ID:SvMZJ08aEzGYuN1Wo3dn20ya5_8-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x4 =4x5 =2x4 =3x4 51 2 6 4 87 3 10-0-0 1-0-0 -1-0-0 1-0-0 11-0-0 5-0-0 10-0-0 5-0-0 5-0-0 5-0-0 10-0-0 5-0-0 5-0-0 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 0.32 Vert(LL)-0.02 2-6 >999 240 MT20 185/148 TCDL 12.0 Lumber DOL 1.15 BC 0.26 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 17) Max Uplift 2=-29 (LC 12), 4=-29 (LC 13) Max Grav 2=541 (LC 1), 4=541 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/19, 2-3=-678/121, 3-4=-678/121, 4-5=0/19 BOT CHORD 2-6=-48/546, 4-6=-48/546 WEBS 3-6=0/231 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 1797-B ROOF WG R88823711D01Common514704797Job 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. Thu Jun 19 18:01:11 Page: 1 ID:H3jqZ4DLpp1hcIUg8JkBHHya5_2-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =3x4 =2x4 =2x4 =4x5 =2x4 =2x4 =2x4 =3x4 71 2 10 9 8 6 11 12 3 5 4 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 0.10 Vert(LL)-0.01 8 >999 240 MT20 185/148 TCDL 12.0 Lumber DOL 1.15 BC 0.20 Vert(CT)-0.02 8 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.07 Horz(CT)0.01 6 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 41 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF No.2 WEBS 2x4 HF No.2 OTHERS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 6=0-3-8 Max Horiz 2=-28 (LC 13) Max Uplift 2=-29 (LC 12), 6=-29 (LC 13) Max Grav 2=541 (LC 1), 6=541 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-675/113, 3-4=-641/148, 4-5=-641/148, 5-6=-675/113, 6-7=0/24 BOT CHORD 2-10=-55/567, 9-10=-55/567, 8-9=-55/567, 6-8=-55/567 WEBS 4-9=-52/311, 3-10=-141/92, 5-8=-141/92 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 5-0-0, Exterior(2R) 5-0-0 to 8-0-0, Interior (1) 8-0-0 to 11-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 2 and 29 lb uplift at joint 6. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 1797-B ROOF WG R88823712D02Common Structural Gable 1 14704797 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. Thu Jun 19 18:01:11 Page: 1 ID:p8htwYPN2k2QWmjl4g0xxfya4zo-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 5 12 =3x4 =3x6 =2x4 =2x4 1 2 4 5 6 3 4-2-8 1-0-0 -1-0-0 4-2-8 4-2-8 0-3-0 0-3-0 3-11-8 4-2-8 2-5-13 0-5-8 2-2-9 Scale = 1:32.1 Plate Offsets (X, Y):[2:0-0-2,0-0-10], [2:0-0-3,0-8-6] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL)-0.02 2-4 >999 240 MT20 185/148 TCDL 12.0 Lumber DOL 1.15 BC 0.20 Vert(CT)-0.03 2-4 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 14 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 4-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 4= Mechanical Max Horiz 2=56 (LC 9) Max Uplift 2=-24 (LC 12), 4=-15 (LC 12) Max Grav 2=281 (LC 1), 4=172 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/19, 2-3=-77/54, 3-4=-133/95 BOT CHORD 2-4=-23/25 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 4-0-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 4 and 24 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 1797-B ROOF WG R88823713J01Monopitch514704797Job 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. Thu Jun 19 18:01:11 Page: 1 ID:SRPQReYvDQYjzcd2nCElQBya4zc-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 5 12 =3x4 =2x4 =2x4 1 2 4 5 6 3 4-2-8 1-0-0 -1-0-0 4-2-8 4-2-8 0-3-0 0-3-0 3-11-8 4-2-8 2-5-13 0-5-8 2-2-9 Scale = 1:32.1 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 0.26 Vert(LL)0.00 2-4 >999 240 MT20 185/148 TCDL 12.0 Lumber DOL 1.15 BC 0.13 Vert(CT)-0.01 2-4 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 17 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 4-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 4= Mechanical Max Horiz 2=54 (LC 9) Max Uplift 2=-25 (LC 12), 4=-14 (LC 12) Max Grav 2=281 (LC 1), 4=172 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-73/51, 3-4=-133/93 BOT CHORD 2-4=-22/24 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 4-0-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 4 and 25 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CENTURY 1797-B ROOF WG R88823714J02Monopitch Structural Gable 1 14704797 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. Thu Jun 19 18:01:11 Page: 1 ID:D_uR7NewLtZawqEbFtNdltya4zU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 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 0.08 Vert(LL)0.00 2-4 >999 240 MT20 185/148 TCDL 12.0 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=187 (LC 1), 3=47 (LC 1), 4=39 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/19, 2-3=-41/17 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 1797-B ROOF WG R88823715J03Jack-Open 1 14704797 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. Thu Jun 19 18:01:12 Page: 1 ID:jUU2JqhBpUu_3jB7_o04J2z4ekW-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 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 0.25 Vert(LL)0.00 2-4 >999 240 MT20 185/148 TCDL 12.0 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=248 (LC 1), 3=130 (LC 1), 4=39 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/19, 2-3=-65/43 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 1797-B ROOF WG R88823716J04Jack-Open 1 14704797 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. Thu Jun 19 18:01:12 Page: 1 ID:XerJatlyOKf8nefGL27UZJz4ekQ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 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 0.68 Vert(LL)0.00 2-4 >999 240 MT20 185/148 TCDL 12.0 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=319 (LC 1), 3=208 (LC 1), 4=39 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/19, 2-3=-80/67 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 1797-B ROOF WG R88823717J05Jack-Open 1 14704797 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. Thu Jun 19 18:01:12 Page: 1 ID:MoCaqwqj_APHVZ6QhJEuoaz4ekK-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 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 0.10 Vert(LL)-0.23 2-4 >406 240 MT20 185/148 TCDL 12.0 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=262 (LC 1), 3=25 (LC 1), 4=154 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/19, 2-3=-47/13 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=-74, 2-4=-20 Job Truss Truss Type Qty Ply CENTURY 1797-B ROOF WG R88823718J08Jack-Open 1 14704797 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. Thu Jun 19 18:01:12 Page: 1 ID:f88DIJw6KKHHre8mbHsXa3z4ekD-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 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 0.20 Vert(LL)-0.23 2-4 >406 240 MT20 185/148 TCDL 12.0 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=317 (LC 1), 3=118 (LC 1), 4=154 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/19, 2-3=-66/40 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 1797-B ROOF WG R88823719J08AJack-Open 1 14704797 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. Thu Jun 19 18:01:12 Page: 1 ID:yV3tmj?VhTAIBjA6WFUAMXz4ek6-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 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 0.61 Vert(LL)-0.23 2-4 >406 240 MT20 185/148 TCDL 12.0 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=386 (LC 1), 3=198 (LC 1), 4=154 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/19, 2-3=-91/65 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 1797-B ROOF WG R88823720J08BJack-Open 1 14704797 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. Thu Jun 19 18:01:12 Page: 1 ID:JSsmqQ3eV0obHU34Io4L3bz4ek1-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 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 0.88 Vert(LL)-0.23 2-4 >406 240 MT20 185/148 TCDL 12.0 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 2-2-0 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=457 (LC 1), 3=275 (LC 1), 4=154 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/19, 2-3=-100/89 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 1797-B ROOF WG R88823721J08CJack-Open 1 14704797 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. Thu Jun 19 18:01:12 Page: 1 ID:fQfft77nKYRtOFx15MgWmez4ejy-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 512 =4x6 =3x10 =4x5 =4x5 =2x4 1 5 8 4 7 2 6 3 8-0-0 4-0-6 4-0-6 3-11-10 8-0-0 3-11-10 8-0-0 4-0-6 4-0-6 3-9-8 0-5-8 3-9-8 Scale = 1:31.7 Plate Offsets (X, Y):[2:0-1-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL)-0.04 4-5 >999 240 MT20 185/148 TCDL 12.0 Lumber DOL 1.15 BC 0.50 Vert(CT)-0.07 4-5 >999 180 BCLL 0.0 *Rep Stress Incr NO WB 0.90 Horz(CT)0.01 4 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 37 lb FT = 10% LUMBER TOP CHORD 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 3-1-2 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 Max Horiz 1=94 (LC 7) Max Uplift 1=-65 (LC 8), 4=-74 (LC 8) Max Grav 1=1704 (LC 1), 4=1712 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2824/103, 2-3=-82/35, 3-4=-118/25 BOT CHORD 1-5=-117/2531, 4-5=-117/2531 WEBS 2-5=-24/2013, 2-4=-2784/147 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 65 lb uplift at joint 1 and 74 lb uplift at joint 4. 7)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 900 lb down and 36 lb up at 2-0-12, and 900 lb down and 36 lb up at 4-0-12, and 900 lb down and 36 lb up at 6-0-12 on bottom 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=-74, 1-4=-20 Concentrated Loads (lb) Vert: 5=-900 (B), 7=-900 (B), 8=-900 (B) Job Truss Truss Type Qty Ply CENTURY 1797-B ROOF WG R88823722J08DJack-Closed Girder 1 14704797 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. Thu Jun 19 18:01:13 Page: 1 ID:4GtC3zMKdhy2nKTtGY0Dasz4eje-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 19,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3.5412 3.5412 =5x6 =6x8 =3x6 =3x6 =6x8 =5x6 =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):[2:2-0-8,0-2-0], [2:4-5-8,0-0-4], [2:0-1-14,Edge], [3:0-2-0,11-1-14], [3:6-9-8,0-0-4], [3:9-0-8,0-2-0] 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 0.68 Vert(LL)-0.26 2-3 >531 240 MT20 185/148 TCDL 12.0 Lumber DOL 1.15 BC 0.00 Vert(CT)-0.38 2-3 >359 180 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: 52 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 *Except* 2-3:2x6 DF 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-4 oc purlins. BOT CHORD Rigid ceiling directly applied. REACTIONS All bearings 0-2-2. except 3=0-4-7, 2=0-6-2 (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=600 (LC 1), 3=856 (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) 3, 3, 3, 2, 2 and 2 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) 3=263, 2=142. 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) 16 lb up at 2-9-8, 22 lb up at 2-9-8, 14 lb down and 47 lb up at 5-7-7, 25 lb down and 49 lb up at 5-7-7, 93 lb down and 66 lb up at 8-5-6, and 103 lb down and 68 lb up at 8-5-6, and 170 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. 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=-74 Concentrated Loads (lb) Vert: 3=-170 (B), 10=-39 (F=-25, B=-14), 11=-196 (F=-103, B=-93) Job Truss Truss Type Qty Ply CENTURY 1797-B ROOF WG R88823724R02Corner Rafter 1 14704797 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223,Run: 8.83 E May 29 2025 Print: 8.830 E May 29 2025 MiTek Industries, Inc. Fri Jun 20 08:28:03 Page: 1 ID:roMEliSLk9yvlZ4QkEA5vYz4ejW-prLzSRkhiqTjPyTqgSJaSIH5fPbSGbTSIJKHy1z4cNR June 19,2025 LA T E R A L B R A C I N G L O C A T I O N In d i c a t e s l o c a t i o n w h e r e b e a r i n g s (s u p p o r t s ) o c c u r . I c o n s v a r y b u t re a c t i o n s e c t i o n i n d i c a t e s j o i n t nu m b e r / l e t t e r w h e r e b e a r i n g s o c c u r . Mi n s i z e s h o w n i s f o r c r u s h i n g o n l y . In d i c a t e d b y s y m b o l s h o w n a n d / o r by t e x t i n t h e b r a c i n g s e c t i o n o f t h e ou t p u t . U s e T o r I b r a c i n g if i n d i c a t e d . Th e f i r s t d i m e n s i o n i s t h e p l a t e wi d t h m e a s u r e d p e r p e n d i c u l a r to s l o t s . S e c o n d d i m e n s i o n i s th e l e n g t h p a r a l l e l t o s l o t s . Ce n t e r p l a t e o n j o i n t u n l e s s x , y of f s e t s a r e i n d i c a t e d . Di m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . Ap p l y p l a t e s t o b o t h s i d e s o f t r u s s an d f u l l y e m b e d t e e t h . 1. A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2. T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3. N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4. P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5. C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6. P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7. D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8. U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9. U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 10 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 11 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 12 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 13 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 14 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 15 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 16 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 17 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 18 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 19 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 20 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . 21 . T h e d e s i g n d o e s n o t t a k e i n t o a c c o u n t a n y d y n a m i c o r o t h e r l o a d s o t h e r t h a n t h o s e e x p r e s s l y s t a t e d . Fa i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y Da m a g e o r P e r s o n a l I n j u r y ( D r a w i n g s n o t t o s c a l e ) © 2 0 2 3 M i T e k ® A l l R i g h t s R e s e r v e d Mi T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 1 / 2 / 2 0 2 3 ed g e o f t r u s s . fr o m o u t s i d e " 16 /1 -0 IC C - E S R e p o r t s : ES R - 1 9 8 8 , E S R - 2 3 6 2 , E S R - 2 6 8 5 , E S R - 3 2 8 2 ES R - 4 7 2 2 , E S L - 1 3 8 8 JO I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E AR O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O TH E L E F T . CH O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T NU M B E R S / L E T T E R S . W4-6 W3-6 W3- 7 W2-7 W1-7 C1-8 C5 - 6 C6 - 7 C7 - 8 C4-5 C3- 4 C2 - 3 C1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 BO T T O M C H O R D S TO P C H O R D S BE A R I N G 4 x 4 PL A T E S I Z E Th i s s y m b o l i n d i c a t e s t h e re q u i r e d d i r e c t i o n o f s l o t s i n co n n e c t o r p l a t e s . " 16 /1 Fo r 4 x 2 o r i e n t a t i o n , l o c a t e pl a t e s 0 - 2/1 PL A T E L O C A T I O N A N D O R I E N T A T I O N * Pl a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k so f t w a r e o r u p o n r e q u e s t . In d u s t r y S t a n d a r d s : AN S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . DS B - 2 2 : D e s i g n S t a n d a r d f o r B r a c i n g . BC S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g , R e s t r a i n i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6- 4 - 8 WE B S Tr u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e tr u s s u n l e s s o t h e r w i s e s h o w n . Lu m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 se c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s es t a b l i s h e d b y o t h e r s . di m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s L Jo i n t I D ty p .