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Truss EngineeringJob J1122624 Truss A01 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 09:41:19 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-8E7t388NvXo0dLFb7K6MwDzD?Xa8RsXB5cPfqXyy9fE Scale = 1:52.7 T1 T1 B2 W1 W3 W5 W7 W9 W10 W12 W14 W2 W4 W6 W8 W6 W11 W13 T3 T2 T3 T4ST5 ST4 ST3ST2 ST1 ST6 ST7 ST8 ST1 B11 2 3 4 5 6 7 8 9 14 13 12 11 10 31 32 33 34 35 36 37 38 39 40 41 42 9x12 MT18HS 3x10 4x4 4x4 7x8 3x4 3x4 4x8 4x12 1.5x4 3x4 3x4 4x10 1.5x4 3x4 3x4 5x8 3x6 3x6 3x4 3x6 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 3-2-11 3-2-11 5-10-7 2-7-12 10-2-12 4-4-5 13-9-7 3-6-11 17-8-6 3-10-14 20-6-11 2-10-6 24-0-0 3-5-5 -1-0-0 1-0-0 4-4-10 4-4-10 8-2-5 3-9-11 12-0-0 3-9-11 15-9-11 3-9-11 19-7-6 3-9-11 24-0-0 4-4-10 25-0-0 1-0-0 0-5-156-5-156-9-150-5-156.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-1-8], [4:0-5-4,0-2-0], [5:0-5-0,0-4-7], [6:0-4-0,0-2-0], [7:0-2-0,0-2-4], [10:0-1-8,0-1-8], [11:0-3-8,0-4-8], [13:0-1-12,0-1-8], [14:0-1-12,0-1-8], [15:0-1-0,0-0-5], [16:0-3-0,0-1-4], [16:0-2-0,0-0-4], [18:0-3-0,0-1-4], [18:0-1-9,0-1-0], [20:0-1-15,0-1-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.43 0.23 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.06 0.01 (loc) 8-10 8-10 8 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 MT18HS Weight: 194 lb FT = 20% GRIP 185/148 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 HF Stud *Except* W2,W4,W6,W8,W11,W13: 2x6 DF SS OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)8=845/0-5-8 (min. 0-1-8), 13=2285/0-5-8 (min. 0-3-12), 2=503/0-5-8 (min. 0-1-8) Max Horz 2=-72(LC 38) Max Uplift8=-151(LC 11), 13=-216(LC 10), 2=-21(LC 10) Max Grav 8=919(LC 18), 13=2285(LC 1), 2=551(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-31=-609/11, 31-32=-409/0, 3-32=-308/0, 3-33=-256/0, 4-5=-44/767, 5-6=-258/125, 6-34=-976/214, 7-34=-1093/200, 7-35=-1227/229, 8-35=-1427/238 BOT CHORD 2-36=-32/476, 36-37=-32/476, 14-37=-32/476, 14-38=-369/145, 13-38=-369/145, 11-12=-35/570, 11-40=-35/570, 10-40=-35/570, 10-41=-172/1205, 41-42=-172/1205, 8-42=-172/1205 WEBS 3-14=-580/138, 4-14=-19/775, 4-13=-784/88, 5-13=-1580/187, 5-12=-188/1060, 6-12=-875/168, 6-10=-145/869, 7-10=-436/118 NOTES-(15) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 8=151, 13=216. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.Continued on page 2 Job J1122624 Truss A01 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 09:41:19 2022 Page 2 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-8E7t388NvXo0dLFb7K6MwDzD?Xa8RsXB5cPfqXyy9fE NOTES-(15) 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 253 lb down and 76 lb up at 3-8-0, and 209 lb down and 59 lb up at 4-0-12, and 253 lb down and 76 lb up at 20-4-0 on top chord, and 44 lb down at 2-0-12, 67 lb down at 4-0-12, 67 lb down at 6-0-12, 67 lb down at 8-0-12, 155 lb down and 41 lb up at 12-0-0, 155 lb down and 41 lb up at 13-11-4, 155 lb down and 41 lb up at 15-11-4, 155 lb down and 41 lb up at 17-11-4, and 155 lb down and 41 lb up at 19-11-4, and 26 lb up at 21-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 15) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66, 5-9=-66, 2-8=-14 Concentrated Loads (lb) Vert: 14=-67(F) 12=-155(F) 10=-155(F) 31=-210(F) 32=-174(F) 35=-210(F) 36=-29(F) 37=-67(F) 38=-67(F) 39=-155(F) 40=-155(F) 41=-155(F) 42=13(F) Job J1122624 Truss A02 Truss Type Roof Special Qty 8 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 09:41:22 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-Ypp?i9BGCSAbUozAoTg3XrbeskVee8JenadJRsyy9fB Scale = 1:47.1 T1 T1 B1 B2 B3W1W2 W3 W4 W5 W6 HW2HW11 2 3 4 5 6 7 8 11 10 9 18 19 20 21 22 23 4x8 4x5 5x8 6x8 5x6 3x8 3x4 1.5x4 1.5x4 1.5x4 6-0-11 6-0-11 10-5-8 4-4-13 17-0-0 6-6-8 24-0-0 7-0-0 -1-0-0 1-0-0 6-0-11 6-0-11 10-5-8 4-4-13 12-0-0 1-6-8 17-0-0 5-0-0 24-0-0 7-0-0 25-0-0 1-0-0 0-5-156-5-156-9-150-5-151-7-106.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-0-8,0-0-8], [3:0-1-12,0-1-8], [5:0-3-12,0-1-0], [7:0-3-1,0-9-15], [7:0-1-7,0-1-14], [9:0-3-12,0-3-0], [10:0-3-0,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.78 0.69 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.38 0.16 (loc) 9-10 9-10 7 l/defl >999 >762 n/a L/d 360 240 n/a PLATES MT20 Weight: 97 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud WEDGE Left: 2x4 HF Stud , Right: 2x4 HF Stud 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1026/0-5-8 (min. 0-1-12), 7=1026/0-5-8 (min. 0-1-12) Max Horz 2=-74(LC 13) Max Uplift2=-69(LC 12), 7=-69(LC 13) Max Grav 2=1053(LC 19), 7=1053(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-1705/133, 3-18=-1618/155, 3-19=-1291/144, 19-20=-1280/146, 4-20=-1169/163, 4-5=-1232/195, 5-21=-2746/288, 6-21=-2864/268, 6-22=-2686/213, 22-23=-2817/200, 7-23=-2839/191 BOT CHORD 2-11=-97/1447, 10-11=-97/1447, 9-10=-9/1033, 7-9=-119/2534 WEBS 3-10=-474/94, 4-10=-314/61, 5-10=-72/462, 5-9=-145/2028, 6-9=-457/145 NOTES-(10) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 15-0-0, Interior(1) 15-0-0 to 22-0-0, Exterior(2E) 22-0-0 to 25-0-0 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 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job J1122624 Truss A03 Truss Type Common Qty 12 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 09:41:24 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-UCwm7rCWk4QJj67ZwuiXdGh_?YEi68OwEu6QWkyy9f9 Scale = 1:43.5 T1 T1 B2 W4 W5 W3 HW1B1 W2 HW1 W1 1 2 3 4 5 6 7 11 10 9 8 18 19 20 21 22 4x6 3x6 4x5 3x4 1.5x4 3x4 4x5 3x4 1.5x4 6-1-15 6-1-15 8-3-5 2-1-6 10-2-12 1-11-7 15-8-11 5-5-15 24-0-0 8-3-5 -1-0-0 1-0-0 6-1-15 6-1-15 12-0-0 5-10-1 17-10-1 5-10-1 24-0-0 6-1-15 25-0-0 1-0-0 0-5-156-5-156-9-150-5-156.00 12 Plate Offsets (X,Y)-- [2:0-0-8,0-0-8], [3:0-1-12,0-1-8], [6:0-0-12,0-0-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.74 0.46 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.20 0.05 (loc) 8-14 8-14 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 92 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud WEDGE Left: 2x4 HF Stud , Right: 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)6=1026/0-5-8 (min. 0-1-12), 2=1026/0-5-8 (min. 0-1-12) Max Horz 2=-74(LC 13) Max Uplift6=-69(LC 13), 2=-69(LC 12) Max Grav 6=1053(LC 20), 2=1060(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-1738/136, 3-18=-1581/159, 3-19=-1298/157, 4-19=-1164/170, 4-20=-1335/181, 20-21=-1470/169, 5-21=-1480/156, 5-22=-1563/171, 6-22=-1718/148 BOT CHORD 2-11=-101/1484, 10-11=-101/1484, 9-10=-3/941, 8-9=-3/941, 6-8=-82/1469 WEBS 4-8=-60/573, 5-8=-487/135, 4-10=-38/454, 3-10=-584/112 NOTES-(9) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 15-0-0, Interior(1) 15-0-0 to 22-0-0, Exterior(2E) 22-0-0 to 25-0-0 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 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 6, 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job J1122624 Truss A04 Truss Type Common Qty 4 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 09:41:26 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-Ra2WYXEmFhg1yQHx1Jk?ihmMkLsbavwDiCbXadyy9f7 Scale = 1:46.5 T1 T1 B1 W5 W6 W7 W8 W9 W10 W4 W2 W3 W1 B21 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 24 25 26 27 28 29 30 4x5 4x4 3x6 4x5 5x6 4x4 4x8 3x4 1.5x4 1.5x4 3x4 3x4 1.5x4 1.5x4 4x4 4-9-5 2-6-123-3-3 3-3-3 6-9-7 3-6-4 9-1-0 2-3-9 10-2-12 1-1-12 12-0-0 1-9-4 17-2-11 5-2-11 24-0-0 6-9-5 -1-0-0 1-0-0 3-3-3 3-3-3 10-2-12 6-11-9 12-0-0 1-9-4 17-2-11 5-2-11 24-0-0 6-9-5 25-0-0 1-0-0 0-5-156-5-156-9-150-5-156.00 12 Plate Offsets (X,Y)-- [2:0-0-8,0-1-0], [4:0-1-12,0-1-8], [5:0-2-12,Edge], [6:0-1-12,0-1-8], [7:0-0-8,0-0-8], [11:0-2-8,0-2-0], [12:0-2-0,0-1-8], [15:0-1-12,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.59 0.69 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.25 0.02 (loc) 13-20 13-20 7 l/defl >757 >487 n/a L/d 360 240 n/a PLATES MT20 Weight: 105 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* W4,W3: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-2-3 oc bracing: 11-12. JOINTS 1 Brace at Jt(s): 17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=533/0-5-8 (min. 0-1-8), 12=1067/0-5-8 (min. 0-1-14), 7=652/0-5-8 (min. 0-1-8) Max Horz 2=-74(LC 13) Max Uplift2=-25(LC 12), 7=-80(LC 13) Max Grav 2=533(LC 1), 12=1127(LC 19), 7=756(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-693/57, 3-24=-626/68, 3-25=-446/56, 4-25=-363/58, 4-26=-380/106, 5-26=-317/125, 5-27=-360/107, 6-27=-498/87, 6-28=-877/117, 28-29=-902/116, 7-29=-1075/97 BOT CHORD 2-13=-56/598, 13-30=-44/719, 12-30=-44/719, 11-12=-1287/146, 10-11=-36/883, 9-10=-36/883, 7-9=-36/883 WEBS 12-14=-2038/187, 12-15=-309/25, 11-15=-90/1238, 16-17=-264/35, 5-17=-261/35, 6-11=-686/111, 14-15=-110/1538, 15-16=-46/326, 4-14=-286/96, 3-13=-272/80 NOTES-(11) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) C-C wind load user defined. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 2, 7. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Continued on page 2 Job J1122624 Truss A04 Truss Type Common Qty 4 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 09:41:27 2022 Page 2 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-vmcultFO0?ouaas8b0GEEvJXUlCqJLANxsL473yy9f6 LOAD CASE(S) 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66, 5-8=-66, 18-21=-14 Concentrated Loads (lb) Vert: 12=-100 30=-100 2) Dead + 0.75 Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-53, 5-8=-53, 18-21=-14 Concentrated Loads (lb) Vert: 12=-100 30=-100 3) Dead + 0.75 Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-25=-53, 5-25=-82, 5-8=-27, 18-21=-14 Concentrated Loads (lb) Vert: 12=-100 30=-100 4) Dead + 0.75 Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-27, 5-28=-82, 8-28=-53, 18-21=-14 Concentrated Loads (lb) Vert: 12=-100 30=-100 5) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-16, 5-8=-16, 18-21=-34 Concentrated Loads (lb) Vert: 12=-100 30=-100 6) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=33, 2-24=15, 24-26=13, 5-26=19, 5-27=19, 27-29=13, 7-29=15, 7-8=33, 18-21=-8 Horz: 1-2=-42, 2-24=-25, 24-26=-23, 5-26=-29, 5-27=29, 27-29=23, 7-29=25, 7-8=42 Concentrated Loads (lb) Vert: 12=-100 30=-100 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-10, 2-5=-26, 5-7=-26, 7-8=-10, 18-21=-14 Horz: 1-2=-6, 2-5=10, 5-7=-10, 7-8=6 Concentrated Loads (lb) Vert: 12=-100 30=-100 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 2-5=-2, 5-7=6, 7-8=3, 18-21=-8 Horz: 1-2=-17, 2-5=-8, 5-7=16, 7-8=12 Concentrated Loads (lb) Vert: 12=-100 30=-100 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-5=6, 5-7=-2, 7-8=7, 18-21=-8 Horz: 1-2=-12, 2-5=-16, 5-7=8, 7-8=17 Concentrated Loads (lb) Vert: 12=-100 30=-100 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-5=-16, 5-7=-7, 7-8=-4, 18-21=-14 Horz: 1-2=-4, 2-5=-0, 5-7=9, 7-8=12 Concentrated Loads (lb) Vert: 12=-100 30=-100 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-5=-7, 5-7=-16, 7-8=-12, 18-21=-14 Horz: 1-2=-12, 2-5=-9, 5-7=0, 7-8=4 Concentrated Loads (lb) Vert: 12=-100 30=-100 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=13, 2-5=17, 5-7=5, 7-8=2, 18-21=-8 Horz: 1-2=-22, 2-5=-26, 5-7=15, 7-8=11 Concentrated Loads (lb) Vert: 12=-100 30=-100 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=2, 2-5=5, 5-7=17, 7-8=13, 18-21=-8 Horz: 1-2=-11, 2-5=-15, 5-7=26, 7-8=22 Concentrated Loads (lb) Vert: 12=-100 30=-100 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job J1122624 Truss A04 Truss Type Common Qty 4 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 09:41:27 2022 Page 3 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-vmcultFO0?ouaas8b0GEEvJXUlCqJLANxsL473yy9f6 LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=5, 2-5=9, 5-7=2, 7-8=-2, 18-21=-8 Horz: 1-2=-14, 2-5=-18, 5-7=12, 7-8=8 Concentrated Loads (lb) Vert: 12=-100 30=-100 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-2, 2-5=2, 5-7=9, 7-8=5, 18-21=-8 Horz: 1-2=-8, 2-5=-12, 5-7=18, 7-8=14 Concentrated Loads (lb) Vert: 12=-100 30=-100 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-5=3, 5-7=-9, 7-8=-5, 18-21=-14 Horz: 1-2=-22, 2-5=-19, 5-7=7, 7-8=11 Concentrated Loads (lb) Vert: 12=-100 30=-100 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-5=-9, 5-7=3, 7-8=6, 18-21=-14 Horz: 1-2=-11, 2-5=-7, 5-7=19, 7-8=22 Concentrated Loads (lb) Vert: 12=-100 30=-100 18) Dead + Snow on Overhangs: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66, 2-5=-16, 5-7=-16, 7-8=-66, 18-21=-14 Concentrated Loads (lb) Vert: 12=-100 30=-100 19) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-25=-66, 5-25=-104, 5-8=-31, 18-21=-14 Concentrated Loads (lb) Vert: 12=-100 30=-100 20) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-31, 5-28=-104, 8-28=-66, 18-21=-14 Concentrated Loads (lb) Vert: 12=-100 30=-100 21) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-5=-16, 5-8=-16, 18-21=-14 Concentrated Loads (lb) Vert: 12=-100 30=-100 22) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 2-5=-53, 5-7=-47, 7-8=-44, 18-21=-14 Horz: 1-2=-3, 2-5=-0, 5-7=6, 7-8=9 Concentrated Loads (lb) Vert: 12=-100 30=-100 23) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-44, 2-5=-47, 5-7=-53, 7-8=-50, 18-21=-14 Horz: 1-2=-9, 2-5=-6, 5-7=0, 7-8=3 Concentrated Loads (lb) Vert: 12=-100 30=-100 24) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-5=-39, 5-7=-48, 7-8=-45, 18-21=-14 Horz: 1-2=-17, 2-5=-14, 5-7=6, 7-8=8 Concentrated Loads (lb) Vert: 12=-100 30=-100 25) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-45, 2-5=-48, 5-7=-39, 7-8=-37, 18-21=-14 Horz: 1-2=-8, 2-5=-6, 5-7=14, 7-8=17 Concentrated Loads (lb) Vert: 12=-100 30=-100 26) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 2-5=-26, 5-7=-26, 7-8=7, 18-21=-8 Horz: 1-2=-16, 2-5=16, 5-7=-16, 7-8=16 Concentrated Loads (lb) Vert: 12=-100 30=-100 27) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 Job J1122624 Truss A04 Truss Type Common Qty 4 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 09:41:27 2022 Page 4 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-vmcultFO0?ouaas8b0GEEvJXUlCqJLANxsL473yy9f6 LOAD CASE(S) Uniform Loads (plf) Vert: 1-5=7, 5-8=7, 18-21=-8 Horz: 1-5=-16, 5-8=16 Concentrated Loads (lb) Vert: 12=-100 30=-100 Job J1122624 Truss A05 Truss Type Common Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 09:41:29 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-r9kfAYGfYc2bpt0WjRIiKKOtcZy_nJ4gOAqBByyy9f4 Scale = 1:43.5 T1 T1 B2 W4 W5 W3 B1 W2W1 1 2 3 4 5 6 7 11 10 9 8 18 19 20 21 22 4x6 3x6 4x4 3x4 1.5x4 3x4 3x4 3x4 1.5x4 6-1-15 6-1-15 8-3-5 2-1-6 10-2-12 1-11-7 15-8-11 5-5-15 24-0-0 8-3-5 -1-0-0 1-0-0 6-1-15 6-1-15 12-0-0 5-10-1 17-10-1 5-10-1 24-0-0 6-1-15 25-0-0 1-0-0 0-5-156-5-156-9-150-5-156.00 12 Plate Offsets (X,Y)-- [2:0-0-8,0-0-4], [3:0-1-12,0-1-8], [6:0-0-8,0-1-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.62 0.39 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.19 0.01 (loc) 8-14 8-14 2 l/defl >999 >865 n/a L/d 360 240 n/a PLATES MT20 Weight: 91 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)6=570/0-5-8 (min. 0-1-8), 10=1070/0-5-8 (min. 0-1-12), 2=412/0-5-8 (min. 0-1-8) Max Horz 2=-74(LC 13) Max Uplift6=-62(LC 13), 10=-52(LC 12), 2=-39(LC 12) Max Grav 6=625(LC 20), 10=1070(LC 1), 2=449(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-471/22, 3-18=-314/40, 4-19=0/288, 4-20=-430/102, 20-21=-568/89, 5-21=-578/77, 5-22=-664/95, 6-22=-819/72 BOT CHORD 2-11=-46/360, 10-11=-46/360, 6-8=-22/673 WEBS 4-8=-60/617, 5-8=-511/135, 4-10=-810/81, 3-10=-656/115 NOTES-(9) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 15-0-0, Interior(1) 15-0-0 to 22-0-0, Exterior(2E) 22-0-0 to 25-0-0 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 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 6, 10, 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job J1122624 Truss A06 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 09:41:31 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-nYrPbEIv4DJJ3B9vqsKAPlTE2MeXFCtyrTJIGqyy9f2 Scale = 1:56.3 T1 T1 B1 W4 W6 W2 T4 W1 W3 W5 T3 T2 ST9 ST8 ST7ST5 ST6 ST4ST3ST2 ST1 ST10 ST11 ST12 B112 3 4 5 6 7 8 16 15 14 13 12 11 10 9 34 35 36 37 38 10x10 5x16 4x5 4x5 4x4 4x4 3x6 3x4 3x4 2x4 4x6 4x10 4x4 2x4 2x4 2x4 2x4 7x8 7x8 2x4 2x4 4x4 10-2-12 10-2-12 10-5-8 0-2-12 15-8-11 5-3-3 24-0-0 8-3-5 -1-0-0 1-0-0 6-1-8 6-1-8 12-0-0 5-10-8 17-10-8 5-10-8 24-0-0 6-1-8 25-0-0 1-0-0 0-5-156-5-156-9-150-5-156.00 12 Plate Offsets (X,Y)-- [2:0-0-1,0-1-12], [3:0-2-8,0-1-12], [4:0-7-8,0-2-8], [4:0-8-0,0-6-5], [5:0-2-0,0-1-8], [7:0-0-8,0-1-0], [17:0-1-9,0-1-0], [27:3-8-10,0-1-8], [29:3-0-9,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.56 0.39 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.20 0.01 (loc) 7-9 7-9 7 l/defl >999 >819 n/a L/d 360 240 n/a PLATES MT20 Weight: 154 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* W3,W5: 2x6 DF SS OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 7-9. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 10-5-8 except (jt=length) 7=0-5-8. (lb) - Max Horz 2=-72(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 15, 16, 7 Max Grav All reactions 250 lb or less at joint(s) 12, 13, 14, 15, 16 except 2=329(LC 19), 11=1117(LC 1), 11=1117(LC 1), 7=608(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-34=-312/66, 3-35=-17/257, 4-35=-2/397, 4-36=-356/97, 5-36=-367/85, 5-37=-488/76, 6-37=-498/73, 6-38=-664/89, 7-38=-742/65 BOT CHORD 7-9=-17/581 WEBS 4-9=-51/571, 6-9=-453/125, 4-11=-862/83, 3-11=-582/158 NOTES-(12) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-9, Exterior(2R) 9-0-9 to 15-0-9, Interior(1) 15-0-9 to 22-0-0, Exterior(2E) 22-0-0 to 25-0-0 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 2) 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. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11, 15, 16, 7. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job J1122624 Truss B01 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 09:41:34 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-C7XXDGKnN8huwfuUV_ut1N5tzal2SkbPYRXys9yy9f? Scale = 1:26.1 T1 T1 B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 4x4 3x4 3x4 14-0-0 14-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 14-0-0 7-0-0 15-0-0 1-0-0 0-5-153-11-154-3-150-5-156.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.02 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 13 12 12 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 14-0-0. (lb) - Max Horz 2=45(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 19, 20, 21, 22, 17, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 2, 12, 18, 19, 20, 21, 22, 17, 16, 15, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 4-0-0, Corner(3R) 4-0-0 to 10-0-0, Exterior(2N) 10-0-0 to 12-0-0, Corner(3E) 12-0-0 to 15-0-0 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 2) 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. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 19, 20, 21, 22, 17, 16, 15, 14. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job J1122624 Truss J21 Truss Type Jack-Open Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 09:41:37 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-ciDgrIMgg33Tn6d3B6Rae0jNrnnjf5xrEPmcSUyy9ey Scale = 1:7.6 T1 B11 2 3 4 3x4 2-0-0 2-0-0 -1-0-0 1-0-0 0-11-2 0-11-2 0-5-150-11-81-3-70-3-86.00 12 Plate Offsets (X,Y)-- [2:0-0-8,0-0-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.09 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 7 7 3 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)3=7/Mechanical, 2=139/0-3-8 (min. 0-1-8), 4=7/Mechanical Max Horz 2=23(LC 12) Max Uplift3=-13(LC 18), 2=-17(LC 12) Max Grav 3=17(LC 5), 2=185(LC 19), 4=24(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end 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) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 3, 2. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job J1122624 Truss J22 Truss Type Jack-Open Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 09:41:39 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-Y4KQGzOwBhJB0QnRIXT2kRoiDbS37?R8hjFjXNyy9ew Scale = 1:11.0 T1 B11 2 3 4 3x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 2-3-2 0-3-2 0-5-151-7-81-11-71-7-86.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.09 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 7 7 3 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 185/148 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)3=55/Mechanical, 2=167/0-3-8 (min. 0-1-8), 4=17/Mechanical Max Horz 2=40(LC 12) Max Uplift3=-20(LC 12), 2=-16(LC 12) Max Grav 3=79(LC 19), 2=238(LC 19), 4=30(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end 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) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 3, 2. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job J1122624 Truss J22A Truss Type Jack-Open Supported Gable Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 09:41:41 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-UTSBhfPAjIZuFjwqQyWWpsu2lO8WbvxR91kqbFyy9eu Scale = 1:11.0 T1 W1 B11 2 3 4 5 3x4 3x4 3x4 -1-0-0 1-0-0 2-0-0 2-0-0 2-3-2 0-3-2 0-5-151-7-81-11-71-5-156.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-1-8], [3:0-2-0,0-1-4], [5:0-2-0,0-0-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 3 3 5 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=86/2-0-0 (min. 0-1-8), 2=155/2-0-0 (min. 0-1-8) Max Horz 2=39(LC 9) Max Uplift5=-17(LC 12), 2=-17(LC 12) Max Grav 5=120(LC 19), 2=222(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 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) 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. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job J1122624 Truss J64 Truss Type Jack-Open Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 09:41:43 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-Rrax6LRRFvpcV14CXNY_uHzM3CoP3pQjcLDxg8yy9es Scale = 1:13.6 T1 B11 2 3 8 9 4 3x4 6-0-0 6-0-0 -1-0-0 1-0-0 3-4-10 3-4-10 0-3-151-5-81-9-40-3-84.00 12 Plate Offsets (X,Y)-- [2:0-1-2,0-0-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.23 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.07 0.00 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)3=180/Mechanical, 2=225/0-3-8 (min. 0-1-8), 4=40/Mechanical Max Horz 2=41(LC 8) Max Uplift3=-34(LC 12), 2=-33(LC 8) Max Grav 3=215(LC 19), 2=309(LC 19), 4=78(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end 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) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 24 lb up at 4-0-12 on top chord, and 2 lb down and 3 lb up at 2-0-12, and 7 lb down and 7 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66, 4-5=-14 Continued on page 2 Job J1122624 Truss J64 Truss Type Jack-Open Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 09:41:44 2022 Page 2 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-v28JJhS30DxT7BfP543DQUWXpc7eoGgtr?yUCayy9er LOAD CASE(S)Standard Concentrated Loads (lb) Vert: 3=-71(B) 8=1(B) 9=-6(B) Job J1122624 Truss J64A Truss Type Jack-Open Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 09:41:46 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-rQF4kMTJYqCBMVpnCV5hWvbuNPpyG9AAIJRbHTyy9ep Scale = 1:13.6 T1 B11 2 3 9 5 43x4 4-5-8 4-5-8 6-0-0 1-6-8 -1-0-0 1-0-0 3-4-10 3-4-10 0-3-151-5-81-9-40-3-84.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.16 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 5-8 5-8 2 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings Mechanical except (jt=length) 2=0-3-8, 4=Mechanical, 5=0-5-8. (lb) - Max Horz 2=41(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 3, 2, 4 Max Grav All reactions 250 lb or less at joint(s) 3, 4, 5 except 2=291(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end 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) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2 lb down and 3 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66, 4-6=-14 Concentrated Loads (lb) Vert: 9=1(F) Job J1122624 Truss J66 Truss Type Jack-Open Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 09:41:49 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-F?xCMOWBrlamDyXMuefO7YDHgdlFTWvc_HgFtoyy9em Scale = 1:14.3 T1 B11 2 3 44x4 6-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 0-3-152-3-152-7-112-3-154.00 12 Plate Offsets (X,Y)-- [2:0-3-2,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.67 0.55 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.18 0.00 (loc) 4-7 4-7 2 l/defl >584 >398 n/a L/d 360 240 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 185/148 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)3=166/Mechanical, 2=309/0-3-8 (min. 0-1-8), 4=66/Mechanical Max Horz 2=64(LC 8) Max Uplift3=-43(LC 12), 2=-43(LC 8) Max Grav 3=240(LC 19), 2=435(LC 19), 4=92(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end 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) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job J1122624 Truss J67 Truss Type Jack-Open Qty 6 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 09:41:51 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-CO3zn4XSNNqUSGhl?3hsDzIfTQPWxQEvSb9Mygyy9ek Scale = 1:15.0 T1 W2 B1 W1 1 2 3 5 4 3x4 3x8 3x4 1.5x4 4-5-8 4-5-8 6-0-0 1-6-8 -1-0-0 1-0-0 6-0-0 6-0-0 0-3-152-3-152-7-114.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.53 0.62 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.06 0.00 (loc) 5-8 5-8 2 l/defl >999 >778 n/a L/d 360 240 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF 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 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)4=115/Mechanical, 2=254/0-3-8 (min. 0-1-8), 5=165/0-5-8 (min. 0-1-8) Max Horz 2=61(LC 11) Max Uplift4=-29(LC 8), 2=-49(LC 8) Max Grav 4=167(LC 19), 2=361(LC 19), 5=220(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end 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) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 4, 2. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job J1122624 Truss R01 Truss Type Corner Rafter Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 09:41:53 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-8nBjCmZiu_4BiZr77TjKIONwsEEjPKvCvveS0Zyy9ei Scale = 1:16.3 T1 T2 1 2 3 5 6 4 4x4 4x4 4x4 3-5-0 3-5-0 6-5-11 3-0-11 -1-9-10 1-9-10 3-5-0 3-5-0 6-5-11 3-0-11 0-5-152-3-82-7-33.33 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.85 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.22 -0.00 (loc) 2-4 2-4 4 l/defl >423 >353 n/a L/d 360 240 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF No.1&Btr *Except* T2: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)4=204/Mechanical, 2=347/0-4-11 (min. 0-1-8) Max Horz 2=64(LC 6) Max Uplift4=-57(LC 10), 2=-97(LC 6) Max Grav 4=290(LC 16), 2=465(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 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 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 39 lb down and 7 lb up at 1-8-15, and 72 lb down and 35 lb up at 3-6-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66 Concentrated Loads (lb) Vert: 3=-8(B)