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Floor Truss EngineeringTri-State Engineering, Inc. terry@tse-aep.com (206) 369-8394 Re: J1182641F2 Soundbuilt NW, LLC The truss drawing(s) referenced below have been prepared by Tri-State Engineering under my direct supervision based on the parameters provided by The Truss Company and Building Supply, LLC Pages or sheets covered by this seal: Page 1 through Page 21 My license renewal date for the state of Washington is August 20th 2026 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. 5/13/25 1.5x4 3x4 3x4 1.5x4 5 4 1 2 3 1-4-12 1- 6 - 0 1- 6 - 0 Scale = 1:33.5 Plate Offsets (X, Y):[3:0-1-8,Edge], [5:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horiz(TL)0.00 4 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-P Weight: 10 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 1-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=-165/1-8-4, (min. 0-1-8), 4=72/1-8-4, (min. 0-1-8), 5=270/1-8-4, (min. 0-1-8) Max Horiz 1=-26 (LC 5) Max Uplift 1=-165 (LC 1), 4=-331 (LC 8), 5=-302 (LC 7) Max Grav 1=-14 (LC 8), 4=364 (LC 5), 5=471 (LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-263/0, 3-4=-356/336, 2-3=-342/342 BOT CHORD 4-5=-342/342 WEBS 3-5=-513/513 NOTES (6) 1)Unbalanced floor live loads have been considered for this design. 2)Gable requires continuous bottom chord bearing. 3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 331 lb uplift at joint 4, 302 lb uplift at joint 5 and 165 lb uplift at joint 1. 4)This truss has been designed for a total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-4 for 250.0 plf. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S B01 Floor Blocking 16 1 Job Reference (optional)J1182641F2 The Truss Company, Sumner, WA 98390, chandler.marcille Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Tue May 13 09:08:50 Page: 1 ID:DGJUJX92Vat4nVIp94YQ1NzIEWV-QZR9uIp0O6n6P3ox6kfcl9LtpUkFc0elmdihehzGx1i 5/13/25 Page 1 of 21 1.5x4 3x4 3x4 1.5x4 5 4 1 2 3 1-4-12 1- 6 - 0 1- 6 - 0 Scale = 1:33.5 Plate Offsets (X, Y):[3:0-1-8,Edge], [5:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horiz(TL)0.00 4 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-P Weight: 10 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 1-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=-164/1-8-4, (min. 0-1-8), 4=72/1-8-4, (min. 0-1-8), 5=270/1-8-4, (min. 0-1-8) Max Horiz 1=-26 (LC 5) Max Uplift 1=-164 (LC 1), 4=-331 (LC 8), 5=-302 (LC 7) Max Grav 1=-14 (LC 8), 4=364 (LC 5), 5=471 (LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-263/0, 3-4=-356/336, 2-3=-342/342 BOT CHORD 4-5=-342/342 WEBS 3-5=-513/513 NOTES (6) 1)Unbalanced floor live loads have been considered for this design. 2)Gable requires continuous bottom chord bearing. 3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 331 lb uplift at joint 4, 302 lb uplift at joint 5 and 164 lb uplift at joint 1. 4)This truss has been designed for a total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-4 for 250.0 plf. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S B02 Floor Blocking 3 1 Job Reference (optional)J1182641F2 The Truss Company, Sumner, WA 98390, chandler.marcille Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Tue May 13 09:08:50 Page: 1 ID:bo4DRM6_r97qYm1NO91JpEzIEaR-QZR9uIp0O6n6P3ox6kfcl9LtpUkFc0elmdihehzGx1i 5/13/25 Page 2 of 21 1.5x4 3x4 3x4 1.5x4 5 4 1 2 3 1-3-0 1- 6 - 0 1- 6 - 0 Scale = 1:33.5 Plate Offsets (X, Y):[3:0-1-8,Edge], [5:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.06 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horiz(TL)0.00 4 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-P Weight: 10 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 1-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=-125/1-6-8, (min. 0-1-8), 4=66/1-6-8, (min. 0-1-8), 5=221/1-6-8, (min. 0-1-8) Max Horiz 1=-26 (LC 5) Max Uplift 1=-125 (LC 1), 4=-332 (LC 8), 5=-307 (LC 7) Max Grav 1=-8 (LC 8), 4=362 (LC 5), 5=431 (LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-355/336, 2-3=-310/310 BOT CHORD 4-5=-310/310 WEBS 3-5=-486/486 NOTES (6) 1)Unbalanced floor live loads have been considered for this design. 2)Gable requires continuous bottom chord bearing. 3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 332 lb uplift at joint 4, 307 lb uplift at joint 5 and 125 lb uplift at joint 1. 4)This truss has been designed for a total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-6-8 for 250.0 plf. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S B03 Floor Blocking 1 1 Job Reference (optional)J1182641F2 The Truss Company, Sumner, WA 98390, chandler.marcille Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Tue May 13 09:08:50 Page: 1 ID:U0Gt86lAwxL5y9kcerUHbwzIEav-QZR9uIp0O6n6P3ox6kfcl9LtpUlQc0olmdihehzGx1i 5/13/25 Page 3 of 21 1.5x4 3x4 3x4 1.5x4 5 4 1 2 3 1- 0 - 1 2 1- 6 - 0 1- 6 - 0 Scale = 1:35.8 Plate Offsets (X, Y):[3:0-1-8,Edge], [5:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horiz(TL)0.00 4 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-P Weight: 9 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 1-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=-81/1-4-4, (min. 0-1-8), 4=58/1-4-4, (min. 0-1-8), 5=165/1-4-4, (min. 0-1-8) Max Horiz 1=-19 (LC 5) Max Uplift 1=-81 (LC 1), 4=-243 (LC 8), 5=-225 (LC 7) Max Grav 1=-4 (LC 8), 4=270 (LC 5), 5=318 (LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-264/247 WEBS 3-5=-335/335 NOTES (6) 1)Unbalanced floor live loads have been considered for this design. 2)Gable requires continuous bottom chord bearing. 3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 4, 225 lb uplift at joint 5 and 81 lb uplift at joint 1. 4)This truss has been designed for a total drag load of 250 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-4-4 for 184.6 plf. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S B04 Floor Blocking 2 1 Job Reference (optional)J1182641F2 The Truss Company, Sumner, WA 98390, chandler.marcille Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Tue May 13 09:08:50 Page: 1 ID:OrQoUgudwW_LWz1OJld0bXzIEWs-QZR9uIp0O6n6P3ox6kfcl9LtHUlkc1QlmdihehzGx1i 5/13/25 Page 4 of 21 1.5x4 3x4 3x4 1.5x4 5 4 1 2 3 1- 1 - 4 1- 6 - 0 1- 6 - 0 Scale = 1:35.8 Plate Offsets (X, Y):[3:0-1-8,Edge], [5:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.06 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horiz(TL)0.00 4 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-P Weight: 9 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=-90/1-4-12, (min. 0-1-8), 4=59/1-4-12, (min. 0-1-8), 5=176/1-4-12, (min. 0-1-8) Max Horiz 1=-26 (LC 5) Max Uplift 1=-90 (LC 1), 4=-333 (LC 8), 5=-311 (LC 7) Max Grav 1=-3 (LC 8), 4=360 (LC 5), 5=394 (LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-354/337, 2-3=-276/276 BOT CHORD 4-5=-276/276 WEBS 3-5=-461/461 NOTES (6) 1)Unbalanced floor live loads have been considered for this design. 2)Gable requires continuous bottom chord bearing. 3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333 lb uplift at joint 4, 311 lb uplift at joint 5 and 90 lb uplift at joint 1. 4)This truss has been designed for a total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-4-12 for 250.0 plf. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S B05 Floor Blocking 2 1 Job Reference (optional)J1182641F2 The Truss Company, Sumner, WA 98390, chandler.marcille Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Tue May 13 09:08:50 Page: 1 ID:u0nsyy9YeHff4sPWKE?6DAzIETw-QZR9uIp0O6n6P3ox6kfcl9LtpUlQc0zlmdihehzGx1i 5/13/25 Page 5 of 21 1.5x4 3x4 3x4 1.5x4 5 4 1 2 3 0-9-0 1- 6 - 0 1- 6 - 0 Scale = 1:33.5 Plate Offsets (X, Y):[3:0-1-8,Edge], [5:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.03 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.00 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horiz(TL)n/a -n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-P Weight: 8 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=-28/1-0-8, (min. 0-1-8), 4=44/1-0-8, (min. 0-1-8), 5=91/1-0-8, (min. 0-1-8) Max Uplift 1=-28 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (4) 1)Gable requires continuous bottom chord bearing. 2)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 1. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S B06 Floor Blocking 2 1 Job Reference (optional)J1182641F2 The Truss Company, Sumner, WA 98390, chandler.marcille Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Tue May 13 09:08:50 Page: 1 ID:jIM89pG8n9m_cmWtfNlNr_zIEaE-QZR9uIp0O6n6P3ox6kfcl9LuwUlLc2_lmdihehzGx1i 5/13/25 Page 6 of 21 3x6 FP 3x6 FP 3x4 3x4 3x6 3x4 3x6 4x6 3x6 3x4 6x8 3x4 3x6 3x4 3x4 33 32 31 30 2928 27 26 25 24 23 22 21 4541 34 36 39 3843 47 40 44 35 37 4642 1 2 3 45 6 7 8 9 1011 12 131415 16 17 18 19 20 1-4-42-6-0 0-1-8 29-11-12 0-1-8 0-1-8 29-8-12 29-10-4 0- 1 - 8 0- 1 - 8 0-11-14 0-11-14 2-0-0 4-11-14 2-0-0 22-11-14 2-0-0 20-11-14 2-0-0 24-11-14 2-0-0 14-11-14 2-0-0 12-11-14 2-0-0 6-11-14 2-0-0 2-11-14 4-0-0 18-11-14 4-0-0 10-11-14 4-11-14 29-11-12 1- 6 - 0 0- 3 - 8 0- 3 - 8 0- 1 1 - 0 1- 2 - 8 0- 3 - 8 1- 6 - 0 0- 3 - 8 0- 3 - 8 0- 1 1 - 0 1- 2 - 8 0- 3 - 8 1- 6 - 0 0-3-8 0-3-8 Scale = 1:72.4 Plate Offsets (X, Y):[1:Edge,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.24 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.39 Horiz(TL)0.01 21 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-SH Weight: 147 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS All bearings 29-11-12. (lb) - Max Uplift All uplift 100 (lb) or less at joint(s) 23, 24, 25, 30, 32 except 21=-460 (LC 8), 33=-458 (LC 7) Max Grav All reactions 250 (lb) or less at joint (s) 23, 25, 27, 30, 32 except 21=541 (LC 5), 22=462 (LC 1), 24=492 (LC 1), 26=437 (LC 1), 28=435 (LC 1), 31=500 (LC 1), 33=699 (LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 33-34=-272/0, 34-35=-272/0, 1-35=-272/0, 1-2=-273/245, 2-3=-871/871, 3-4=-826/860, 5-6=-891/925, 6-7=-867/889, 8-9=-855/878, 9-10=-859/882, 11-12=-869/893, 12-13=-884/918, 15-16=-833/867, 16-17=-802/813, 18-19=-932/943, 19-20=-482/482 BOT CHORD 32-33=-856/892, 31-32=-764/801, 30-31=-813/858, 29-30=-299/351, 28-29=-896/941, 27-28=-873/870, 26-27=-873/870, 25-26=-892/937, 24-25=-817/862, 23-24=-742/770, 22-23=-980/1007, 21-22=-830/874 WEBS 33-43=-1125/1078, 3-43=-1119/1080, 3-42=-966/868, 41-42=-887/809, 31-41=-905/819, 31-40=-1028/938, 6-40=-1051/958, 6-28=-1089/1011, 28-39=-1005/980, 9-39=-997/975, 9-38=-992/971, 26-38=-1002/976, 12-26=-1087/1010, 12-44=-1047/955, 24-44=-1024/935, 24-45=-880/804, 45-46=-860/793, 16-46=-931/847, 16-47=-1076/1034, 22-47=-1079/1033, 18-22=-252/0, 19-22=-1073/1011, 19-21=-744/683 NOTES (12) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 (||) MT20 unless otherwise indicated. 3)Attach ribbon block to truss with 3-10d nails applied to flat face. 4)Gable requires continuous bottom chord bearing. 5)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6)Gable studs spaced at 2-0-0 oc. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 24, 30, 32, 25, 23 except (jt=lb) 21=460, 33=457. 8)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9)This truss has been designed for a total drag load of 340 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 29-11-12 for 340.0 plf. 10)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 lb down at 0-2-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 21-33=-10, 1-20=-100 Concentrated Loads (lb) Vert: 1=-201 Job Truss Truss Type Qty Ply 30222 11th Pl S F01E Floor Supported Gable 1 1 Job Reference (optional)J1182641F2 The Truss Company, Sumner, WA 98390, chandler.marcille Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Tue May 13 09:08:50 Page: 1 ID:3Di4GYJgL6AqhDXqIwSYLGz4PL9-yNtnhyoNdoeGnvDkY08NCxof64MNtVfcYzy86FzGx1j 5/13/25 Page 7 of 21 3x6 FP 3x6 FP 3x4 3x6 3x4 3x4 3x4 3x4 3x10 3x8 3x6 3x8 3x8 3x4 3x4 3x8 3x6 3x4 27 26 25 24 23 22 21 20 19 18 17 16 28 30 29 3112345678 9 10 11 12 13 14 15 1-4-12 1-5-122-0-0 2-0-0 1-9-0 2-1-8 2-4-4 2-6-0 0-1-8 29-11-12 0-1-8 0-1-8 0-2-12 2-2-12 1-0-0 23-0-0 1-0-0 9-0-0 1-0-0 8-0-0 1-0-0 22-0-0 1-10-8 2-0-0 4-9-4 7-0-0 5-2-12 14-2-12 6-9-4 21-0-0 6-10-4 29-10-4 0- 1 - 8 0- 1 - 8 1- 6 - 0 0- 3 - 8 0- 3 - 8 0- 1 1 - 0 1- 2 - 8 0- 3 - 8 1- 6 - 0 0- 3 - 8 0- 3 - 8 0- 1 1 - 0 1- 2 - 8 0- 3 - 8 1- 6 - 0 0-3-8 0-3-8 Scale = 1:72.4 Plate Offsets (X, Y):[5:0-1-8,Edge], [7:0-3-0,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge], [25:0-1-8,Edge], [27:Edge,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL)-0.17 17-18 >999 360 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT)-0.22 17-18 >841 240 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(CT)0.04 16 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-SH Weight: 136 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)16=762/0-5-4, (min. 0-1-8), 21=1686/0-5-8, (min. 0-1-8), 26=1009/0-5-8, (min. 0-1-8) Max Grav 16=800 (LC 11), 21=1693 (LC 4), 26=1058 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/399, 2-3=0/401, 3-4=-987/206, 4-5=-987/206, 5-6=-467/452, 6-7=-467/452, 7-8=0/1178, 8-9=0/1178, 9-10=-1750/0, 10-11=-1750/0, 11-12=-2084/0, 12-13=-1773/0, 13-14=-1773/0 BOT CHORD 25-26=-248/632, 24-25=-206/987, 23-24=-206/987, 22-23=-206/987, 21-22=-1178/0, 20-21=-158/862, 19-20=0/2084, 18-19=0/2084, 17-18=0/2084, 16-17=0/821 WEBS 2-26=-263/0, 7-21=-864/0, 1-26=-488/0, 3-26=-1036/0, 3-25=0/450, 5-22=-788/0, 6-22=-273/14, 7-22=0/1247, 9-21=-1731/0, 9-20=0/1118, 11-20=-704/0, 12-17=-389/37, 13-17=-323/0, 14-17=0/1080, 14-16=-1101/0 NOTES (7) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 (||) MT20 unless otherwise indicated. 3)Attach ribbon block to truss with 3-10d nails applied to flat face. 4)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION, Do not erect truss backwards. 7)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 16-27=-10, 1-15=-100 Concentrated Loads (lb) Vert: 1=-200 Job Truss Truss Type Qty Ply 30222 11th Pl S F02 Floor 2 1 Job Reference (optional)J1182641F2 The Truss Company, Sumner, WA 98390, chandler.marcille Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Tue May 13 09:08:50 Page: 1 ID:X1YvzdAyF77Wihdpr_RaW2z4PZY-yNtnhyoNdoeGnvDkY08NCxoZU4BktUFcYzy86FzGx1j 5/13/25 Page 8 of 21 3x6 FP 3x6 FP 3x4 3x6 3x6 3x4 3x4 3x4 3x10 3x8 3x6 3x6 3x8 3x4 3x4 3x8 3x6 4x4 4x6 28 27 26 2524 23 22 21 20 19 18 17 16 29 30 1512345678 9 10 11 12 13 14 1-4-111-4-12 2-0-0 2-0-01-9-0 2-1-4 2-1-8 2-4-42-6-0 0-1-8 0-1-8 0-2-12 2-2-12 1-0-0 22-0-0 1-0-0 23-0-0 1-0-0 9-0-0 1-0-0 8-0-0 0-5-13 29-11-12 1-10-8 2-0-0 4-9-4 7-0-0 5-2-12 14-2-12 6-6-0 29-5-15 6-9-4 21-0-0 0- 1 - 8 1- 6 - 0 0- 3 - 8 0- 3 - 8 0- 1 1 - 0 1- 2 - 8 0- 3 - 8 1- 6 - 0 1- 3 - 0 1- 3 - 0 0- 3 - 0 1- 6 - 0 0-3-8 0-3-8 Scale = 1:70.4 Plate Offsets (X, Y):[1:Edge,0-0-12], [5:0-1-8,Edge], [7:0-3-0,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge], [15:0-3-0,Edge], [17:0-1-8,Edge], [26:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL)-0.15 18-19 >999 360 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(CT)-0.20 18-19 >926 240 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(CT)-0.02 15 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-SH Weight: 138 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 HF-N No.1/No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)15=742/0-5-5, (min. 0-1-8), 22=1666/0-5-8, (min. 0-1-8), 27=1009/0-5-8, (min. 0-1-8) Max Grav 15=780 (LC 11), 22=1673 (LC 4), 27=1057 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 28-29=-282/0, 29-30=-282/0, 1-30=-282/0, 2-3=0/395, 3-4=-998/195, 4-5=-998/195, 5-6=-478/438, 6-7=-478/438, 7-8=0/1162, 8-9=-1694/0, 9-10=-1694/0, 10-11=-1694/0, 11-12=-1989/0, 12-13=-1612/0, 13-14=-1612/0, 14-15=-794/0 BOT CHORD 27-28=-395/0, 26-27=-239/643, 25-26=-195/998, 24-25=-195/998, 23-24=-195/998, 22-23=-1162/0, 21-22=-158/840, 20-21=0/1989, 19-20=0/1989, 18-19=0/1989, 17-18=0/792 WEBS 14-17=-668/0, 15-17=0/1047, 2-27=-529/0, 7-22=-865/0, 2-28=0/485, 3-27=-1040/0, 3-26=0/449, 5-23=-788/0, 6-23=-273/14, 7-23=0/1247, 8-22=-1691/0, 8-21=0/1082, 11-21=-657/0, 12-18=-428/14, 13-18=-306/0, 14-18=0/963 NOTES (8) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 (||) MT20 unless otherwise indicated. 3)Attach ribbon block to truss with 3-10d nails applied to flat face. 4)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7)CAUTION, Do not erect truss backwards. 8)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 16-28=-10, 1-15=-100 Concentrated Loads (lb) Vert: 1=-200 Job Truss Truss Type Qty Ply 30222 11th Pl S F02A Floor 3 1 Job Reference (optional)J1182641F2 The Truss Company, Sumner, WA 98390, chandler.marcille Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Tue May 13 09:08:50 Page: 1 ID:X1YvzdAyF77Wihdpr_RaW2z4PZY-yNtnhyoNdoeGnvDkY08NCxobt4CqtUFcYzy86FzGx1j 5/13/25 Page 9 of 21 1.5x4 3x6 3x6 3x6 1.5x4 3x4 1.5x4 1.5x4 3x4 1.5x4 3x8 3x6 4x4 4x6 1.5x4 15 14 13 12 11 10 9 81 2 3 4 5 6 7 1-4-12 1-7-8 2-0-0 2-1-4 2-6-0 1-0-0 9-0-0 1-0-0 8-0-0 0-5-12 15-11-12 6-6-0 15-6-0 7-0-0 7-0-0 1- 6 - 0 1- 3 - 0 1- 3 - 0 0- 3 - 0 1- 6 - 0 Scale = 1:58.7 Plate Offsets (X, Y):[1:Edge,0-0-12], [4:0-1-8,Edge], [5:0-1-8,Edge], [8:0-3-0,Edge], [10:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL)-0.16 13-14 >999 360 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(CT)-0.20 13-14 >918 240 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT)0.02 8 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-SH Weight: 73 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)8=846/0-5-4, (min. 0-1-8), 15=846/0-5-8, (min. 0-1-8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2140/0, 3-4=-2140/0, 4-5=-2338/0, 5-6=-1776/0, 6-7=-1776/0, 7-8=-872/0 BOT CHORD 14-15=0/1347, 13-14=0/2338, 12-13=0/2338, 11-12=0/2338, 10-11=0/870 WEBS 2-15=-1528/0, 2-14=0/900, 3-14=-262/23, 4-14=-514/59, 7-10=-727/0, 8-10=0/1149, 5-11=-777/0, 6-11=-288/5, 7-11=0/1065 NOTES (5) 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION, Do not erect truss backwards. 5)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S F03 Floor 1 1 Job Reference (optional)J1182641F2 The Truss Company, Sumner, WA 98390, chandler.marcille Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Tue May 13 09:08:50 Page: 1 ID:fgEw5c513Gde0Pwezleycyz4R4T-yNtnhyoNdoeGnvDkY08NCxodv4DmtVtcYzy86FzGx1j 5/13/25 Page 10 of 21 1.5x4 3x6 3x6 3x6 1.5x4 3x4 1.5x4 1.5x4 3x4 1.5x4 3x8 3x6 4x4 4x6 1.5x4 15 14 13 12 11 10 9 81 2 3 4 5 6 7 1- 2 - 0 1-4-12 2-0-0 2-1-4 2-6-0 1-0-0 8-6-8 1-0-0 7-6-8 0-5-12 15-6-4 6-6-0 15-0-8 6-6-8 6-6-8 1- 6 - 0 1- 3 - 0 1- 3 - 0 0- 3 - 0 1- 6 - 0 Scale = 1:61.4 Plate Offsets (X, Y):[1:Edge,0-0-12], [4:0-1-8,Edge], [5:0-1-8,Edge], [8:0-3-0,Edge], [10:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL)-0.14 11-12 >999 360 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(CT)-0.18 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT)0.02 8 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-SH Weight: 72 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)8=820/0-5-4, (min. 0-1-8), 15=820/ Mechanical FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2040/0, 3-4=-2040/0, 4-5=-2202/0, 5-6=-1713/0, 6-7=-1713/0, 7-8=-842/0 BOT CHORD 14-15=0/1301, 13-14=0/2202, 12-13=0/2202, 11-12=0/2202, 10-11=0/840 WEBS 2-15=-1476/0, 2-14=0/839, 4-14=-502/80, 7-10=-705/0, 8-10=0/1110, 5-11=-701/0, 6-11=-290/0, 7-11=0/1026 NOTES (6) 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION, Do not erect truss backwards. 6)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S F04 Floor 2 1 Job Reference (optional)J1182641F2 The Truss Company, Sumner, WA 98390, chandler.marcille Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Tue May 13 09:08:50 Page: 1 ID:lCk8a6_u2oiK8gcCmCX8ZGz4R7B-QZR9uIp0O6n6P3ox6kfcl9Lo_UbQcyGlmdihehzGx1i 5/13/25 Page 11 of 21 1.5x4 4x4 3x4 4x4 1.5x4 LUS46 LUS46 5 6 7 4 1 2 3 1-6-10 1- 6 - 0 1- 6 - 0 Scale = 1:33.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL)-0.02 4-5 >999 360 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.34 Vert(CT)-0.03 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(CT)0.00 4 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-P Weight: 38 lb FT = 11% LUMBER TOP CHORD 2x4 HF-N No.1/No.2 BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=1392/0-3-8, (min. 0-1-8), 5=1451/0-2-12, (min. 0-1-8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=0/541, 6-7=0/541, 4-7=0/541 WEBS 2-5=-649/0, 2-4=-649/0 NOTES (6) 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-8-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Use Simpson Strong-Tie LUS46 (4-10d Girder, 4-10d Truss) or equivalent spaced at 1-2-4 oc max. starting at 1-2-4 from the left end to 2-4-8 to connect truss(es) to back face of bottom chord. 6)Fill all nail holes where hanger is in contact with lumber. 7)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 4-5=-10, 1-3=-350 (F=-250) Concentrated Loads (lb) Vert: 6=-810, 7=-810 Job Truss Truss Type Qty Ply 30222 11th Pl S F05G Floor Girder 1 2 Job Reference (optional)J1182641F2 The Truss Company, Sumner, WA 98390, chandler.marcille Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Tue May 13 09:08:50 Page: 1 ID:UUrAQkXoWcgZuefGqj6ZPEz4Qri-UAJPUcnlsUWPAmeY?Jd8gkGXJg_Z88PTJJDbaozGx1k 5/13/25 Page 12 of 21 1.5x4 3x6 3x8 3x10 1.5x4 3x4 3x4 1.5x4 1.5x4 3x4 1.5x4 4x8 4x8 4x6 5x6 1.5x4 16 15 14 13 12 11 10 91 2 3 4 5 6 7 8 1-4-12 2-0-0 2-1-4 2-3-72-6-0 1-0-0 12-1-15 1-0-0 11-1-15 0-5-12 19-1-11 6-6-0 18-7-15 10-1-15 10-1-15 1- 6 - 0 1- 3 - 0 1- 3 - 0 0- 3 - 0 1- 6 - 0 Scale = 1:61.3 Plate Offsets (X, Y):[1:Edge,0-0-12], [6:0-1-8,Edge], [9:0-3-0,Edge], [10:Edge,0-0-12], [11:0-1-8,Edge], [14:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL)-0.41 14-15 >541 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(CT)-0.56 14-15 >398 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT)0.03 9 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-SH Weight: 90 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) *Except* 8-9:2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 DF 2400F 2.0E(flat) WEBS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)9=1020/0-5-4, (min. 0-1-8), 16=1020/ Mechanical FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2806/0, 3-4=-2806/0, 4-5=-3293/0, 5-6=-3293/0, 6-7=-2204/0, 7-8=-2204/0, 8-9=-1080/0 BOT CHORD 15-16=0/1678, 14-15=0/3353, 13-14=0/3293, 12-13=0/3293, 11-12=0/1078 WEBS 8-11=-881/0, 9-11=0/1424, 6-13=-4/254, 2-16=-1904/0, 2-15=0/1280, 4-15=-621/0, 4-14=-318/381, 6-12=-1329/0, 7-12=-258/68, 8-12=0/1324 NOTES (6) 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION, Do not erect truss backwards. 6)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S F06 Floor 2 1 Job Reference (optional)J1182641F2 The Truss Company, Sumner, WA 98390, chandler.marcille Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Tue May 13 09:08:50 Page: 1 ID:1H7MThtcOkRlx8sHB6Lo99z4R7L-yNtnhyoNdoeGnvDkY08NCxoXc4DmtT8cYzy86FzGx1j 5/13/25 Page 13 of 21 1.5x4 4x6 3x4 4x6 1.5x4 LUS46 LUS46 5 6 7 4 1 2 3 2-1-8 1- 6 - 0 1- 6 - 0 Scale = 1:25.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.16 Vert(LL)-0.05 4-5 >999 360 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.54 Vert(CT)-0.06 4-5 >865 240 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT)0.00 4 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-P Weight: 49 lb FT = 11% LUMBER TOP CHORD 2x4 HF-N No.1/No.2 BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=1520/ Mechanical, 5=1907/0-3-8, (min. 0-1-8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-269/0, 3-4=-269/0 BOT CHORD 5-6=0/833, 6-7=0/833, 4-7=0/833 WEBS 2-5=-929/0, 2-4=-929/0 NOTES (6) 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-8-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 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)Refer to girder(s) for truss to truss connections. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Use Simpson Strong-Tie LUS46 (4-16d Girder, 4-16d Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-11-13 from the left end to 2-11-13 to connect truss(es) to back face of bottom chord. 6)Fill all nail holes where hanger is in contact with lumber. 7)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 4-5=-10, 1-3=-300 (F=-200) Concentrated Loads (lb) Vert: 6=-1010, 7=-1010 Job Truss Truss Type Qty Ply 30222 11th Pl S F07G Floor Girder 1 2 Job Reference (optional)J1182641F2 The Truss Company, Sumner, WA 98390, chandler.marcille Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Tue May 13 09:08:50 Page: 1 ID:zGq?IfPYamSPeQVPab5XF8zIFIX-QZR9uIp0O6n6P3ox6kfcl9LsuUdvc1QlmdihehzGx1i 5/13/25 Page 14 of 21 3x4 4x6 3x4 4x6 4x10 1.5x4 4x12 3x8 3x4 1.5x4 3x8 3x4 3x4 3x4 3x4 4x4 3x8 3x4 4x4 1.5x4 HHUS26-2 21 22 20 19 18 17 16 15 14 13 1 2 23 3 4 5 6 7 8 9 10 11 12 0- 1 0 - 1 2 1- 1 - 6 2-0-0 1-11-121-11-12 2-1-12 2-6-0 0-1-8 22-8-14 1-0-0 15-9-2 1-0-0 14-9-2 2-3-0 6-11-14 4-8-14 4-8-14 6-9-4 13-9-2 6-10-4 22-7-6 0- 1 - 8 1- 6 - 0 0- 5 - 8 0- 5 - 8 0- 9 - 0 1- 2 - 8 0- 3 - 8 1- 6 - 0 Scale = 1:61.8 Plate Offsets (X, Y):[9:0-1-12,0-2-4], [18:0-2-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL)-0.05 15 >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.56 Vert(CT)-0.07 15 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(CT)0.01 13 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-SH Weight: 224 lb FT = 11% LUMBER TOP CHORD 2x4 HF-N No.1/No.2 BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)13=679/0-5-4, (min. 0-1-8), 18=2776/0-5-8, (min. 0-1-8), 21=1390/0-2-10, (min. 0-1-8) Max Grav 13=725 (LC 4), 18=2776 (LC 1), 21=1582 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-449/0, 1-2=-337/0, 2-23=-1406/700, 3-23=-1406/700, 3-4=-1406/700, 4-5=0/2076, 5-6=-1329/140, 6-7=-1329/140, 7-8=-1939/0, 8-9=-1793/0, 9-10=-1793/0, 10-11=-1793/0 BOT CHORD 21-22=-62/1874, 20-22=-62/1874, 19-20=-62/1874, 18-19=-2076/0, 17-18=-584/261, 16-17=0/1939, 15-16=0/1939, 14-15=0/1939, 13-14=0/1185 WEBS 4-18=-2285/0, 7-16=0/503, 8-15=-278/0, 2-21=-1671/144, 2-19=-964/0, 4-19=0/3252, 5-18=-1976/0, 5-17=0/1270, 7-17=-1078/0, 11-14=0/688, 11-13=-1254/0 NOTES (9) 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-8-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-8-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)The Fabrication Tolerance at joint 20 = 11%, joint 9 = 11% 5)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 21. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION, Do not erect truss backwards. 8)Use Simpson Strong-Tie HHUS26-2 (14-10d Girder, 4-10d Truss) or equivalent at 3-5-11 from the left end to connect truss(es) to back face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 9)Fill all nail holes where hanger is in contact with lumber. 10)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 13-21=-10, 1-23=-350 (F=-250), 12-23=-100 Concentrated Loads (lb) Vert: 22=-1510 Job Truss Truss Type Qty Ply 30222 11th Pl S F08G Floor Girder 1 2 Job Reference (optional)J1182641F2 The Truss Company, Sumner, WA 98390, chandler.marcille Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Tue May 13 09:08:50 Page: 1 ID:7PlTf2vvO4z6BgR6AFSzGDz4PS7-UAJPUcnlsUWPAmeY?Jd8gkGR3gx780gTJJDbaozGx1k 5/13/25 Page 15 of 21 3x6 FP 3x6 FP1.5x4 3x4 3x4 3x6 1.5x4 3x6 3x6 3x6 1.5x4 3x8 3x4 1.5x4 1.5x4 3x4 1.5x4 3x8 3x6 3x4 1.5x4 21 20 19 18 17 16 15 14 13 22 231 2 3 4 5 6 7 8 9 10 11 12 1-4-12 1-5-121-7-6 2-0-0 2-6-0 0-1-8 22-8-14 1-0-0 14-9-2 1-0-0 15-9-2 6-9-4 13-9-2 6-10-4 22-7-6 6-11-14 6-11-14 0- 1 - 8 1- 6 - 0 0- 5 - 8 0- 5 - 8 0- 9 - 0 1- 2 - 8 0- 3 - 8 1- 6 - 0 0-3-8 0-5-8 Scale = 1:61.6 Plate Offsets (X, Y):[1:Edge,0-0-12], [7:0-1-8,Edge], [8:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL)-0.16 14-15 >999 360 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(CT)-0.22 14-15 >869 240 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT)0.03 13 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-SH Weight: 103 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-21,18-20. REACTIONS (lb/size)13=759/0-3-4, (min. 0-1-8), 18=1550/0-5-8, (min. 0-1-8), 21=164/0-2-10, (min. 0-1-8) Max Uplift 21=-98 (LC 4) Max Grav 13=766 (LC 4), 18=1550 (LC 1), 21=307 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-139/635, 3-4=-139/635, 4-5=0/1196, 5-6=-1493/0, 6-7=-1493/0, 7-8=-1896/0, 8-9=-1678/0, 9-10=-1678/0, 10-11=-1678/0 BOT CHORD 20-21=-258/345, 19-20=-1196/0, 18-19=-1196/0, 17-18=0/546, 16-17=0/1896, 15-16=0/1896, 14-15=0/1896, 13-14=0/784 WEBS 4-18=-747/0, 5-18=-1717/0, 5-17=0/1089, 7-17=-647/0, 8-14=-356/0, 10-14=-317/0, 11-14=0/1015, 11-13=-1050/0, 2-21=-391/293, 2-20=-608/0, 4-20=0/858 NOTES (7) 1)Unbalanced floor live loads have been considered for this design. 2)Attach ribbon block to truss with 3-10d nails applied to flat face. 3)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 21. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 21. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION, Do not erect truss backwards. 7)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S F09 Floor 10 1 Job Reference (optional)J1182641F2 The Truss Company, Sumner, WA 98390, chandler.marcille Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Tue May 13 09:08:50 Page: 1 ID:A5w6Merwli?02fu_w4htVdz4R_L-yNtnhyoNdoeGnvDkY08NCxocg4DStUYcYzy86FzGx1j 5/13/25 Page 16 of 21 3x6 FP 3x6 FP 5x6 5x6 5x6 5x6 5x6 5x6 5x6 5x6 5x6 5x6 28 27 26 2524 23 22 21 20 19 18 17 16 15 29 301 2 3 4 5 6 7 8 9 10 11 12 13 14 0- 1 - 8 0- 1 - 8 1- 2 - 4 1- 0 - 1 2 1-10-8 16-1-8 0-1-8 22-9-0 22-7-8 22-7-8 0- 1 - 8 1-4-8 22-9-0 1-4-8 1-4-8 2-0-0 19-4-8 2-0-0 17-4-8 2-0-0 13-4-8 2-0-0 11-4-8 2-0-0 9-4-8 2-0-0 7-4-8 2-0-0 5-4-8 2-0-0 3-4-8 2-0-0 15-4-8 2-0-0 21-4-8 1- 6 - 0 0- 5 - 8 0- 5 - 8 0- 9 - 0 1- 2 - 8 0- 3 - 8 1- 6 - 0 0-3-8 0-5-8 Scale = 1:73.9 Plate Offsets (X, Y):[1:Edge,0-0-12], [2:0-1-8,Edge], [3:0-1-8,Edge], [12:0-1-8,Edge], [13:0-1-8,Edge], [15:Edge,0-1-8], [16:0-1-8,Edge], [27:0-1-8,Edge], [28:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.66 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horiz(TL)-0.03 21 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-SH Weight: 90 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS All bearings 22-9-0. (lb) - Max Uplift All uplift 100 (lb) or less at joint(s) except 15=-1530 (LC 8), 16=-132 (LC 8), 17=-1662 (LC 7), 26=-1643 (LC 8), 27=-178 (LC 7), 28=-1462 (LC 7) Max Grav All reactions 250 (lb) or less at joint (s) 18, 19, 20, 21, 22, 23, 25 except 15=1551 (LC 5), 16=273 (LC 3), 17=1760 (LC 6), 26=1740 (LC 5), 27=316 (LC 4), 28=1487 (LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-446/446, 2-3=-961/958, 3-4=-2726/2722, 4-5=-2046/2042, 5-6=-1366/1362, 6-7=-686/682, 7-8=-679/675, 8-9=-1359/1355, 9-10=-1728/1423, 10-11=-2039/2035, 11-12=-2719/2715, 12-13=-927/924, 13-14=-404/404 BOT CHORD 27-28=-1359/1362, 26-27=-3402/3406, 25-26=-2722/2726, 24-25=-2042/2046, 23-24=-1703/1706, 22-23=-1362/1366, 21-22=-682/686, 20-21=-675/679, 19-20=-1355/1359, 18-19=-2035/2039, 17-18=-2715/2719, 16-17=-3395/3399, 15-16=-1287/1290 WEBS 3-26=-1720/1655, 2-27=-1506/1450, 12-17=-1739/1673, 13-16=-1570/1517, 2-28=-2038/2033, 3-27=-2967/2966, 13-15=-2036/2031, 12-16=-3000/2999 NOTES (11) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 (||) MT20 unless otherwise indicated. 3)Attach ribbon block to truss with 3-10d nails applied to flat face. 4)Gable requires continuous bottom chord bearing. 5)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6)Gable studs spaced at 2-0-0 oc. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1529 lb uplift at joint 15, 1642 lb uplift at joint 26, 177 lb uplift at joint 27, 1661 lb uplift at joint 17, 132 lb uplift at joint 16 and 1462 lb uplift at joint 28. 8)This truss has been designed for a total drag load of 340 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 22-9-0 for 340.0 plf. 9)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 10)CAUTION, Do not erect truss backwards. 11)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S F10E Floor Supported Gable 1 1 Job Reference (optional)J1182641F2 The Truss Company, Sumner, WA 98390, chandler.marcille Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Tue May 13 09:08:50 Page: 1 ID:M6gasZpOhiK06WAiC1hAVvz4PKW-yNtnhyoNdoeGnvDkY08NCxobB4FotO8cYzy86FzGx1j 5/13/25 Page 17 of 21 3x6 4x6 5x6 5x6 5x6 5x6 4x4 4x6 4x6 4x4 4x4 22 21 20 19 18 17 16 15 14 1323 12 1 2 3 4 5 6 7 8 9 10 11 0- 1 - 8 1-4-8 1-5-0 1-10-8 12-1-8 0-6-0 0-6-0 18-8-8 19-2-8 1-7-4 19-2-8 2-0-0 17-7-4 2-0-0 13-7-4 2-0-0 9-7-4 2-0-0 7-7-4 2-0-0 5-7-4 2-0-0 15-7-4 2-0-0 11-7-4 3-7-4 3-7-4 1- 6 - 0 1- 3 - 0 1- 3 - 0 0- 3 - 0 1- 6 - 0 1- 6 - 0 Scale = 1:60.8 Plate Offsets (X, Y):[1:0-3-0,Edge], [2:0-3-0,Edge], [3:0-1-8,Edge], [9:0-1-8,Edge], [10:0-1-8,Edge], [12:Edge,0-1-8], [13:0-1-8,Edge], [21:0-1-8,Edge], [22:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.57 Vert(CT)0.00 19-20 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(CT)-0.03 17 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-SH Weight: 79 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS All bearings 18-9-0. except 1=0-5-8 (lb) -Max Horiz 1=11 (LC 7) Max Uplift All uplift 100 (lb) or less at joint(s) except 12=-1065 (LC 8), 13=-210 (LC 8), 14=-1283 (LC 7), 20=-1567 (LC 8), 21=-344 (LC 7), 22=-1244 (LC 7) Max Grav All reactions 250 (lb) or less at joint (s) 1, 15, 16, 17, 18, 19 except 12=1094 (LC 5), 13=356 (LC 3), 14=1378 (LC 6), 20=1649 (LC 5), 21=431 (LC 4), 22=1255 (LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-499/499, 2-3=-925/925, 3-4=-2161/2156, 4-5=-1481/1477, 5-6=-801/797, 6-7=-564/560, 7-8=-1244/1240, 8-9=-1924/1920, 9-10=-684/681, 10-11=-524/524 BOT CHORD 21-22=-1312/1313, 20-21=-2664/2668, 19-20=-2111/2115, 18-19=-1393/1397, 17-18=-676/680, 16-17=-756/760, 15-16=-1474/1478, 14-15=-2191/2195, 13-14=-2908/2913, 13-23=-1045/1047, 12-23=-1205/1208 WEBS 2-21=-1246/1197, 2-22=-1851/1849, 3-20=-1631/1577, 9-14=-1358/1294, 10-13=-1114/1053, 10-12=-1619/1615, 9-13=-2331/2329, 3-21=-2388/2382 NOTES (10) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 (||) MT20 unless otherwise indicated. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 2-0-0 oc. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 343 lb uplift at joint 21, 1243 lb uplift at joint 22, 1566 lb uplift at joint 20, 1282 lb uplift at joint 14, 209 lb uplift at joint 13 and 1064 lb uplift at joint 12. 6)This truss has been designed for a total drag load of 340 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 18-2-8 for 358.7 plf. 7)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9)CAUTION, Do not erect truss backwards. 10)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S F11E Floor Supported Gable 1 1 Job Reference (optional)J1182641F2 The Truss Company, Sumner, WA 98390, chandler.marcille Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Tue May 13 09:08:50 Page: 1 ID:Q_4F0i_o9JDuPqpbagThc4z4PKH-QZR9uIp0O6n6P3ox6kfcl9LoqUdScuDlmdihehzGx1i 5/13/25 Page 18 of 21 1.5x4 4x6 4x4 3x8 3x6 1.5x4 3x4 1.5x4 1.5x4 3x4 1.5x4 4x8 4x6 3x6 3x4 3x4 1.5x4 17 16 15 14 13 12 11 10 1 2 3 4 5 6 7 8 9 1-4-8 2-0-0 2-1-8 2-2-14 2-4-4 2-6-0 1-0-0 9-0-0 1-0-0 8-0-0 0-6-0 0-6-0 5-2-12 14-2-12 4-11-14 19-2-10 6-6-0 7-0-0 1- 6 - 0 1- 3 - 0 1- 3 - 0 0- 3 - 0 1- 6 - 0 1- 6 - 0 Scale = 1:64.6 Plate Offsets (X, Y):[1:0-3-0,Edge], [4:0-1-8,Edge], [5:0-1-8,Edge], [16:0-1-8,Edge], [17:Edge,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL)-0.14 14-15 >999 360 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(CT)-0.19 14-15 >863 240 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT)-0.02 11 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-SH Weight: 89 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12,10-11. REACTIONS (lb/size)1=704/0-5-8, (min. 0-1-8), 10=138/0-2-10, (min. 0-1-8), 11=1203/0-5-8, (min. 0-1-8) Max Uplift 10=-52 (LC 3) Max Grav 1=706 (LC 3), 10=286 (LC 7), 11=1203 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-719/0, 2-3=-1494/0, 3-4=-1494/0, 4-5=-1588/0, 5-6=-785/0, 6-7=-785/0, 7-8=-104/707 BOT CHORD 15-16=0/717, 14-15=0/1588, 13-14=0/1588, 12-13=0/1588, 11-12=-707/104, 10-11=-153/301 WEBS 2-16=-612/0, 1-16=0/953, 7-11=-902/0, 2-15=0/877, 3-15=-299/0, 5-12=-920/0, 6-12=-254/17, 7-12=0/1348, 8-11=-699/0, 8-10=-350/179 NOTES (7) 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 10. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)CAUTION, Do not erect truss backwards. 7)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S F12 Floor 10 1 Job Reference (optional)J1182641F2 The Truss Company, Sumner, WA 98390, chandler.marcille Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Tue May 13 09:08:50 Page: 1 ID:VWAuxKvS82jnC7MPZQ3i74zIF_X-yNtnhyoNdoeGnvDkY08NCxocI4EstTdcYzy86FzGx1j 5/13/25 Page 19 of 21 3x6 3x6 3x4 3x8 3x6 3x4 5x6 3x4 3x6 5x6 3x4 23 22 21 20 19 18 17 16 15 24 3028 2627 2925 31 1 2 3 4 5 6 7 89 10 11 12 13 14 1-4-8 1-7-0 2-6-0 0-6-0 0-6-0 18-8-8 19-2-8 1-7-4 19-2-8 1-7-4 1-7-4 2-0-0 11-7-4 2-0-0 5-7-4 2-0-0 17-7-4 2-0-0 3-7-4 2-0-0 7-7-4 2-0-0 9-7-4 4-0-0 15-7-4 1- 6 - 0 1- 3 - 0 1- 3 - 0 0- 3 - 0 1- 6 - 0 1- 6 - 0 Scale = 1:48.9 Plate Offsets (X, Y):[22:0-1-8,Edge], [23:Edge,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.26 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.08 Vert(CT)-0.01 17-18 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(CT)0.00 17 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-SH Weight: 98 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 18-9-0. except 1=0-5-8 (lb) - Max Grav All reactions 250 (lb) or less at joint (s) 1, 15, 16, 18, 20, 22, 23 except 17=468 (LC 1), 19=505 (LC 1), 21=399 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-25=-271/0, 19-24=-270/0, 19-29=-285/0, 10-29=-296/0 NOTES (6) 1)All plates are 1.5x4 (||) MT20 unless otherwise indicated. 2)Gable studs spaced at 2-0-0 oc. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION, Do not erect truss backwards. 6)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S F13 Floor Supported Gable 1 1 Job Reference (optional)J1182641F2 The Truss Company, Sumner, WA 98390, chandler.marcille Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Tue May 13 09:08:50 Page: 1 ID:4ZLD6cL_KDtmOHX9nGUUHBz4PJq-QZR9uIp0O6n6P3ox6kfcl9LqKUk6c0VlmdihehzGx1i 5/13/25 Page 20 of 21 1.5x4 3x4 3x4 3x4 1.5x4 5 4 1 2 3 1-6-12 1- 6 - 0 1- 6 - 0 Scale = 1:29.2 Plate Offsets (X, Y):[1:Edge,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.17 Vert(CT)-0.02 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(CT)0.00 4 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-P Weight: 17 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF-N No.1/No.2(flat) BOT CHORD 2x4 HF-N No.1/No.2(flat) WEBS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=503/0-3-8, (min. 0-1-8), 5=503/0-3-15, (min. 0-1-8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=0/357 WEBS 2-5=-468/0, 2-4=-468/0 NOTES (3) 1)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2)All dimensions given in feet-inches-sixteenths (FFIISS) format. 3)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 + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 4-5=-10, 1-3=-300 (F=-200) Job Truss Truss Type Qty Ply 30222 11th Pl S F14G Floor 1 1 Job Reference (optional)J1182641F2 The Truss Company, Sumner, WA 98390, chandler.marcille Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Tue May 13 09:08:50 Page: 1 ID:cDwPzhXmmLGmNCQNpmIQolzIFJg-QZR9uIp0O6n6P3ox6kfcl9Lo_Ujhc1HlmdihehzGx1i 5/13/25 Page 21 of 21 PR O D U C T C O D E A P P R O V A L S 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 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 . di 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 wi 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 ma 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 br 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 st 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 de 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 al 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 jo 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 lo 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 th 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 sh 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 us 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 re 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 ca 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 in 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 in 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 sp 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 sp 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 , or 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 ap 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 en 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 pr 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 an 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 is 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 AN 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 or 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 1 2 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 . 5 / 1 9 / 2 0 2 0 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 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 ER - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 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 . W 4 - 6 W3-6 W 3 - 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 - 1 "4/3 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 Sy m b o l s Nu m b e r i n g S y s t e m Ge n e r a l S a f e t y N o t e s * 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 2 0 / 2 0 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 Pl 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 - 8 9 : 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 , Gu 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 , In s t a l l i n g & B r a c i n g o f M e t a l P l a t e Co 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