Loading...
2022.0119 - Roof Truss Engineering - Garage Storage (approved)Job J1122634B Truss A01 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Wed Sep 21 14:38:21 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-kq64f_Auc9yisLwgxovzxRXq9she6Aeo3fROB9ybLqm Scale = 1:43.8 T1 T1 B1 W3 W4 W5W2W1 T2 T3 T4 ST2ST1 ST4 ST5 ST6 ST8 ST9 ST10 B21 2 3 4 5 6 7 11 10 9 8 29 30 31 32 33 34 5x8 4x4 3x6 3x6 3x6 4x4 3x6 3x8 4x16 3x8 3x8 3x8 3x10 3x6 4x5 6-11-13 6-11-13 12-10-4 5-10-7 16-4-3 3-5-15 24-0-0 7-7-13 -1-0-0 1-0-0 6-11-13 6-11-13 12-0-0 5-0-3 16-4-3 4-4-3 24-0-0 7-7-13 25-0-0 1-0-0 0-3-154-3-154-7-110-3-154.00 12 Plate Offsets (X,Y)-- [2:0-3-6,Edge], [3:0-2-0,0-1-8], [4:0-1-0,0-2-4], [5:0-7-12,0-1-12], [6:0-3-4,Edge], [6:0-10-8,0-1-8] 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 0.71 0.40 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.14 0.01 (loc) 2-11 2-11 9 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud OTHERS 2x4 DF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=406/0-3-8 (min. 0-1-8), 9=1335/0-3-8 (min. 0-2-3), 6=306/0-3-8 (min. 0-1-8) Max Horz 2=-47(LC 17) Max Uplift2=-69(LC 8), 9=-67(LC 8), 6=-74(LC 9) Max Grav 2=477(LC 19), 9=1335(LC 1), 6=398(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-29=-589/41, 29-30=-521/48, 3-30=-440/59, 3-31=-12/506, 4-31=-8/580, 4-32=-11/693, 5-32=-15/645, 5-33=-156/382, 33-34=-188/337, 6-34=-241/327 BOT CHORD 2-11=-55/496, 10-11=-66/466, 9-10=-66/466, 8-9=-328/173, 6-8=-321/179 WEBS 4-9=-558/64, 5-9=-882/108, 3-9=-1081/130, 3-11=0/258 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 9-0-11, Exterior(2R) 9-0-11 to 15-0-11, Interior(1) 15-0-11 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, 9, 6. 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 J1122634B Truss A02 Truss Type Common Structural Gable Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Wed Sep 21 14:38:24 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-8PoCI0Cmv4KGjoeFcwTgZ49MT3gOJXSEmdf2oUybLqj Scale = 1:42.4 T1 T1 B1 W3 W4 W5W2W1 B212 3 4 5 6 7 11 10 9 8 18 19 20 21 22 23 3x6 3x6 3x8 4x4 3x4 1.5x4 3x4 1.5x4 3x6 6-11-13 6-11-13 12-10-4 5-10-7 16-4-3 3-5-15 24-0-0 7-7-13 -1-0-0 1-0-0 6-11-13 6-11-13 12-0-0 5-0-3 16-4-3 4-4-3 24-0-0 7-7-13 25-0-0 1-0-0 0-3-154-3-154-7-110-3-154.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-2-8], [6:0-1-6,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-MSH 0.70 0.53 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.21 0.01 (loc) 8-17 8-17 9 l/defl >999 >627 n/a L/d 360 240 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=439/0-3-8 (min. 0-1-8), 9=1268/0-3-8 (min. 0-2-1), 6=345/0-3-8 (min. 0-1-8) Max Horz 2=-49(LC 13) Max Uplift2=-68(LC 8), 9=-64(LC 8), 6=-69(LC 9) Max Grav 2=512(LC 19), 9=1268(LC 1), 6=420(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-702/56, 18-19=-662/61, 3-19=-587/71, 3-20=-5/361, 4-20=0/455, 4-21=-3/561, 5-21=-8/487, 5-22=-267/217, 22-23=-296/177, 6-23=-343/162 BOT CHORD 2-11=-65/628, 10-11=-65/628, 9-10=-65/628, 8-9=-168/281, 6-8=-168/281 WEBS 4-9=-535/78, 5-9=-899/110, 3-9=-1074/116, 3-11=0/251 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) 2, 9, 6. 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 J1122634B Truss A03 Truss Type Monopitch Qty 15 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Wed Sep 21 14:38:26 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-5ovziiE1Rhb_y6odjLV8eVFjttOxnSIXDx89sNybLqh Scale = 1:25.7 T1 W3 B1 W2W1 1 2 3 4 6 5 10 11 12 3x4 3x4 3x4 3x4 1.5x4 6-3-2 6-3-2 6-3-6 0-0-4 12-0-0 5-8-10 -1-0-0 1-0-0 6-3-2 6-3-2 6-3-6 0-0-4 12-0-0 5-8-10 0-3-154-3-154-7-114.00 12 Plate Offsets (X,Y)-- [2:0-2-6,Edge], [5:0-1-12,0-1-8] 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 0.58 0.40 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.10 0.02 (loc) 6-9 6-9 5 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-1 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)2=543/0-5-8 (min. 0-1-8), 5=471/Mechanical Max Horz 2=118(LC 11) Max Uplift2=-67(LC 8), 5=-57(LC 12) Max Grav 2=604(LC 19), 5=623(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-1079/111, 10-11=-1049/114, 3-11=-980/124 BOT CHORD 2-6=-103/996, 5-6=-103/996 WEBS 3-5=-1065/163 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 8-10-4, Exterior(2E) 8-10-4 to 11-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 2, 5. 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 J1122634B Truss A04 Truss Type COMMON Qty 4 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Wed Sep 21 14:38:28 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-1A1j7NFHzJriBPy0rmXcjwK1Qh5WFKBqgFdGxFybLqf Scale = 1:41.7 T1 T2 B1 W3 W4 W5W2W1 B212 3 4 5 6 10 9 8 7 17 18 19 20 21 22 3x4 4x4 3x6 3x8 4x6 3x4 1.5x4 3x4 1.5x4 6-3-6 6-3-6 12-2-12 5-11-6 18-2-12 6-0-0 24-0-0 5-9-4 -1-0-0 1-0-0 6-3-6 6-3-6 12-0-0 5-8-10 18-2-12 6-2-13 24-0-0 5-9-4 0-3-154-3-154-7-110-3-154.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-8], [6:0-1-14,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-MSH 0.71 0.33 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.10 0.01 (loc) 10-16 10-16 8 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)6=279/Mechanical, 2=374/0-5-8 (min. 0-1-8), 8=1333/0-5-8 (min. 0-2-3) Max Horz 2=53(LC 12) Max Uplift6=-42(LC 13), 2=-63(LC 8), 8=-70(LC 8) Max Grav 6=355(LC 20), 2=454(LC 19), 8=1333(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-611/56, 17-18=-582/59, 3-18=-514/69, 3-19=-26/476, 4-19=-17/584, 4-20=-26/633, 5-20=-37/570, 5-21=-518/93, 21-22=-522/91, 6-22=-602/84 BOT CHORD 2-10=-74/552, 9-10=-74/552, 8-9=-74/552, 7-8=-56/553, 6-7=-56/553 WEBS 4-8=-701/127, 5-8=-1097/135, 3-8=-1063/125 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 21-0-0, Exterior(2E) 21-0-0 to 24-0-0 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) 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) 6, 2, 8. 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 J1122634B Truss A05 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Wed Sep 21 14:38:31 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-RljsmPH9GEDH2thbWu5JLYyZSu7zSiPGNDswXaybLqc Scale = 1:43.8 T1 T4 B1 W5 W7 W8W2W1 T5 W6 W4 W3 T3 T2 ST7 ST6ST4 ST5ST2ST1 ST5 B212 3 4 5 6 7 14 13 12 11 10 9 8 26 27 28 29 30 5x8 MT18HS 3x6 3x6 3x6 3x4 4x5 3x4 3x8 3x4 4x16 3x6 3x6 3x10 2x4 2x4 2x4 2x4 10x10 2x4 2x4 6-3-6 6-3-6 12-2-12 5-11-6 18-2-12 6-0-0 24-0-0 5-9-4 -1-0-0 1-0-0 6-3-6 6-3-6 12-0-0 5-8-10 18-2-12 6-2-13 24-0-0 5-9-4 0-3-154-3-154-7-110-3-154.00 12 Plate Offsets (X,Y)-- [2:0-0-12,0-1-13], [2:0-0-4,0-2-0], [3:0-1-6,0-0-12], [4:0-4-0,0-2-0], [7:0-1-14,Edge], [15:0-1-10,0-1-0], [20:0-1-11,0-0-12] 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-SH 0.66 0.28 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.07 0.01 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 MT18HS Weight: 134 lb FT = 20% GRIP 185/148 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud *Except* W6,W4,W3: 2x6 DF SS OTHERS 2x4 DF 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: 8-9,7-8. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 12-5-8 except (jt=length) 7=Mechanical. (lb) - Max Horz 2=51(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 9, 13 except 12=-201(LC 5) Max Grav All reactions 250 lb or less at joint(s) 2, 13, 14 except 7=374(LC 20), 9=1160(LC 20), 9=1032(LC 1), 12=418(LC 19), 11=312(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-28=0/381, 4-28=0/429, 4-5=0/510, 5-6=-4/430, 6-29=-562/83, 29-30=-563/74, 7-30=-672/73 BOT CHORD 8-9=-44/590, 7-8=-44/590 WEBS 4-9=-651/105, 6-9=-1054/124, 3-9=-296/55, 3-12=-486/127 NOTES-(14) 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 9-0-4, Exterior(2R) 9-0-4 to 15-0-4, Interior(1) 15-0-4 to 20-11-0, Exterior(2E) 20-11-0 to 23-11-0 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 MT20 plates unless otherwise indicated. 7) All plates are 1.5x4 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) Refer to girder(s) for truss to truss connections. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2, 9, 13 except (jt=lb) 12=201. 13) 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. 14) All dimensions given in feet-inches-sixteenths (FFIISS) format.Continued on page 2 Job J1122634B Truss A05 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Wed Sep 21 14:38:31 2022 Page 2 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-RljsmPH9GEDH2thbWu5JLYyZSu7zSiPGNDswXaybLqc LOAD CASE(S)Standard Job J1122634B Truss B01 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Wed Sep 21 14:38:33 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-N8qcA5JQnrT?IBq_eJ7nQz1_LilVwkOZqXL1cTybLqa Scale = 1:29.9 T1 T4 B1 W4 W2W2 W1 W3 W5 T3 T2 T5 ST2 ST1 ST3 1 2 3 4 5 6 7 9 8 14 15 16 17 18 19 4x8 3x4 3x6 4x5 3x6 3x8 3x4 4x4 4x16 5x6 3x8 2x4 2x4 2x4 3x6 1.5x4 1.5x4 4-6-0 4-6-0 8-3-0 3-9-0 16-6-0 8-3-0 -1-0-0 1-0-0 4-6-6 4-6-6 8-3-0 3-8-10 11-11-10 3-8-10 16-6-0 4-6-6 0-3-153-0-153-4-110-3-154.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-1-12], [2:0-3-4,Edge], [3:0-5-8,0-2-0], [4:0-4-0,0-1-8], [6:0-1-0,0-1-8], [9:0-3-7,0-2-4], [10:0-0-15,0-0-2], [11:0-1-11,0-1-0] 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-SH 0.37 0.53 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.24 0.04 (loc) 7-8 7-8 7 l/defl >999 >584 n/a L/d 360 240 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud *Except* W1,W3,W5: 2x6 DF SS OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-1 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 4-9-8 except (jt=length) 7=Mechanical. (lb) - Max Horz 2=37(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 7, 2 Max Grav All reactions 250 lb or less at joint(s) 9, 9 except 7=706(LC 20), 2=720(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-1603/308, 14-15=-1559/312, 3-15=-1542/318, 3-16=-1025/224, 4-16=-1000/233, 4-5=-985/237, 5-17=-989/230, 6-17=-1044/228, 6-18=-1527/317, 18-19=-1563/311, 7-19=-1600/305 BOT CHORD 2-9=-273/1474, 8-9=-273/1474, 7-8=-268/1477 WEBS 4-8=-21/336, 6-8=-574/118, 3-8=-609/124 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 5-2-15, Exterior(2R) 5-2-15 to 11-2-15, Interior(1) 11-2-15 to 13-5-0, Exterior(2E) 13-5-0 to 16-5-0 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) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 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. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 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 J1122634B Truss B02 Truss Type COMMON Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Wed Sep 21 14:38:35 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-KWyMbnKgJSjjXU_Mlk9FVO7LAVSROeasHrq8hLybLqY Scale = 1:29.0 T1 T2 B1 W2 W1W1 1 2 3 4 5 6 7 14 15 16 17 18 19 4x4 4x4 3x8 4x4 1.5x4 1.5x4 8-3-0 8-3-0 16-6-0 8-3-0 -1-0-0 1-0-0 4-6-9 4-6-9 8-3-0 3-8-7 11-11-7 3-8-8 16-6-0 4-6-9 0-3-153-0-153-4-110-3-154.00 12 Plate Offsets (X,Y)-- [2:0-1-14,Edge], [6:0-1-14,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-MSH 0.29 0.50 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.17 0.04 (loc) 7-10 7-10 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-7 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=658/Mechanical, 2=728/0-3-8 (min. 0-1-8) Max Horz 2=39(LC 16) Max Uplift6=-49(LC 9), 2=-75(LC 8) Max Grav 6=737(LC 20), 2=806(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-1717/291, 14-15=-1694/292, 3-15=-1693/300, 3-16=-1121/209, 4-16=-1077/218, 4-17=-1077/219, 5-17=-1122/210, 5-18=-1677/313, 18-19=-1708/308, 6-19=-1731/304 BOT CHORD 2-7=-250/1606, 6-7=-265/1621 WEBS 4-7=-24/444, 5-7=-668/137, 3-7=-656/121 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 5-3-0, Exterior(2R) 5-3-0 to 11-3-0, Interior(1) 11-3-0 to 13-6-0, Exterior(2E) 13-6-0 to 16-6-0 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) 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) 6, 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 J1122634B Truss C01 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Wed Sep 21 14:38:37 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:05GldioN4nmgBBRuflmsJ8yy6OW-Gv470SMwr4zQmo8lt9BjapCbNJ3psbm8l9JElEybLqW Scale = 1:24.4 T1 T1 B1 W1ST2 ST1 ST2 ST1 1 2 3 4 5 6 21 22 23 24 25 26 3x6 3x6 4x4 6-6-0 6-6-0 13-0-0 6-6-0 -1-0-0 1-0-0 6-6-0 6-6-0 13-0-0 6-6-0 14-0-0 1-0-0 0-3-152-5-152-9-110-3-154.00 12 Plate Offsets (X,Y)-- [2:0-2-2,Edge], [4:0-2-2,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 0.63 0.76 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.18 0.02 (loc) 6-20 6-20 4 l/defl >999 >859 n/a L/d 360 240 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 OTHERS 2x4 DF Stud 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=586/0-3-8 (min. 0-1-8), 4=586/0-3-8 (min. 0-1-8) Max Horz 2=-28(LC 17) Max Uplift2=-65(LC 8), 4=-65(LC 9) Max Grav 2=693(LC 19), 4=693(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-929/224, 22-23=-873/228, 3-23=-867/236, 3-24=-867/236, 24-25=-873/228, 4-25=-929/224 BOT CHORD 2-6=-155/822, 4-6=-155/822 WEBS 3-6=0/256 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 3-6-0, Exterior(2R) 3-6-0 to 9-6-0, Interior(1) 9-6-0 to 11-0-0, Exterior(2E) 11-0-0 to 14-0-0 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, 4. 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 J1122634B Truss D01 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Wed Sep 21 14:38:39 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:05GldioN4nmgBBRuflmsJ8yy6OW-CICtR8OBNhD806I7_aEBfEH2A6wBJU9RCToLq6ybLqU Scale = 1:22.8 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 4x4 3x4 3x4 12-0-0 12-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 13-0-0 1-0-0 0-3-152-3-152-7-110-3-154.00 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 0.16 0.06 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 9 8 8 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 DF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 12-0-0. (lb) - Max Horz 2=26(LC 16) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 12, 13, 11 except 2=268(LC 19), 8=268(LC 20), 14=348(LC 19), 10=348(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-14=-298/132, 7-10=-298/132 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 3-0-0, Corner(3R) 3-0-0 to 9-0-0, Exterior(2N) 9-0-0 to 10-0-0, Corner(3E) 10-0-0 to 13-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, 8, 13, 14, 11, 10. 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 J1122634B Truss D02 Truss Type COMMON Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Wed Sep 21 14:38:42 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:05GldioN4nmgBBRuflmsJ8yy6OW-dtt03AQ3gccjtZ0ifinuHsvQvKmZWqbuuR0?QRybLqR Scale = 1:21.2 T1 T2 B1 W1 1 2 3 4 5 12 13 14 3x8 3x8 1.5x4 4x4 6-0-0 6-0-0 12-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 0-3-152-3-152-7-110-3-154.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-1-8], [4:0-3-3,0-1-8] 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 0.70 0.79 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.17 0.01 (loc) 5-8 5-8 4 l/defl >999 >872 n/a L/d 360 240 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-5 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=477/Mechanical, 2=549/0-3-8 (min. 0-1-8) Max Horz 2=30(LC 16) Max Uplift4=-35(LC 9), 2=-62(LC 8) Max Grav 4=566(LC 20), 2=669(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-875/249, 12-13=-827/252, 3-13=-814/259, 3-14=-814/258, 4-14=-884/250 BOT CHORD 2-5=-191/772, 4-5=-191/772 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 3-0-0, Exterior(2R) 3-0-0 to 9-0-0, Exterior(2E) 9-0-0 to 12-0-0 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) 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 J1122634B Truss E01 Truss Type GABLE Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Wed Sep 21 14:38:45 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:05GldioN4nmgBBRuflmsJ8yy6OW-1RZ8iBSyzX_Ik1lHLqLbvVX59XzEjC?KbOFg1mybLqO Scale = 1:22.8 T1 T1 B1 ST4 ST3 ST2 ST1 ST3 ST2 ST1 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 4x4 3x4 3x4 12-0-0 12-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 13-0-0 1-0-0 0-4-33-4-33-9-150-4-36.00 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 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 11 10 10 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 DF 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 12-0-0. (lb) - Max Horz 2=-40(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16, 17, 18, 14, 13, 12 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 3-0-0, Corner(3R) 3-0-0 to 9-0-0, Exterior(2N) 9-0-0 to 10-0-0, Corner(3E) 10-0-0 to 13-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, 10, 16, 17, 18, 14, 13, 12. 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 J1122634B Truss E02 Truss Type Common Qty 12 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Wed Sep 21 14:38:48 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:05GldioN4nmgBBRuflmsJ8yy6OW-R0EHKDVqFSMsbUUs0zuIX79SPlqvwY3mHMTKe5ybLqL Scale = 1:23.5 T1 T1 B1 W1 1 2 3 4 5 6 13 14 15 16 3x8 3x8 1.5x4 4x4 6-0-0 6-0-0 12-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 13-0-0 1-0-0 0-4-33-4-33-9-150-4-36.00 12 Plate Offsets (X,Y)-- [2:0-0-12,Edge], [4:0-0-12,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 0.77 0.73 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.15 0.01 (loc) 6-9 6-9 4 l/defl >999 >968 n/a L/d 360 240 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-0 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=546/0-5-8 (min. 0-1-8), 4=546/0-5-8 (min. 0-1-8) Max Horz 2=-40(LC 13) Max Uplift2=-42(LC 12), 4=-42(LC 13) Max Grav 2=646(LC 19), 4=646(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-724/142, 13-14=-609/146, 3-14=-584/156, 3-15=-584/156, 15-16=-609/146, 4-16=-724/142 BOT CHORD 2-6=-44/522, 4-6=-44/522 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 3-0-0, Exterior(2R) 3-0-0 to 9-0-0, Interior(1) 9-0-0 to 10-0-0, Exterior(2E) 10-0-0 to 13-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 2, 4. 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 J1122634B Truss E03 Truss Type Common Qty 4 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Wed Sep 21 14:38:50 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:05GldioN4nmgBBRuflmsJ8yy6OW-OPM1lvW4n3caqoeF7NwmcYEolYUcOQY3kgyRi_ybLqJ Scale = 1:23.0 T1 T2 B1 W1 1 2 3 4 5 12 13 14 15 16 4x5 4x5 1.5x4 4x4 6-0-0 6-0-0 12-0-0 6-0-0 6-0-0 6-0-0 12-0-0 6-0-0 13-0-0 1-0-0 0-4-33-4-33-9-150-4-36.00 12 Plate Offsets (X,Y)-- [1:0-1-8,Edge], [3:0-1-8,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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.71 0.78 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.16 0.02 (loc) 5-8 5-8 3 l/defl >999 >916 n/a L/d 360 240 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-10 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)1=677/0-5-8 (min. 0-1-8), 3=749/0-5-8 (min. 0-1-8) Max Horz 1=-45(LC 17) Max Grav 1=778(LC 19), 3=848(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1137/0, 2-12=-1003/0, 2-13=-1003/0, 13-14=-1020/0, 3-14=-1135/0 BOT CHORD 1-15=0/897, 5-15=0/897, 5-16=0/897, 3-16=0/897 WEBS 2-5=0/609 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) 0-0-0 to 3-0-0, Exterior(2R) 3-0-0 to 9-0-0, Interior(1) 9-0-0 to 10-0-0, Exterior(2E) 10-0-0 to 13-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 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. 8) 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. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down at 5-0-0, 100 lb down at 5-0-0, and 100 lb down at 7-0-0, and 100 lb down at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) 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 Continued on page 2 Job J1122634B Truss E03 Truss Type Common Qty 4 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Wed Sep 21 14:38:50 2022 Page 2 Truss Co, Sumner, WA, Kelly Finelli ID:05GldioN4nmgBBRuflmsJ8yy6OW-OPM1lvW4n3caqoeF7NwmcYEolYUcOQY3kgyRi_ybLqJ LOAD CASE(S)Standard Uniform Loads (plf) Vert: 1-2=-66, 2-4=-66, 6-9=-14 Concentrated Loads (lb) Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100) 2) Dead + 0.75 Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-53, 2-4=-54, 6-9=-14 Concentrated Loads (lb) Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100) 3) Dead + 0.75 Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-53, 2-7=-82, 2-4=-27, 6-9=-14 Concentrated Loads (lb) Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100) 4) Dead + 0.75 Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-27, 2-10=-82, 4-10=-53, 6-9=-14 Concentrated Loads (lb) Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100) 5) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-16, 2-4=-16, 6-9=-34 Concentrated Loads (lb) Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100) 6) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-12=25, 2-12=31, 2-13=31, 13-14=21, 3-14=25, 3-4=37, 6-9=-8 Horz: 1-12=-35, 2-12=-40, 2-13=40, 13-14=31, 3-14=35, 3-4=47 Concentrated Loads (lb) Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-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=-29, 2-3=-29, 3-4=-7, 6-9=-14 Horz: 1-2=13, 2-3=-13, 3-4=9 Concentrated Loads (lb) Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-2, 2-3=6, 3-4=3, 6-9=-8 Horz: 1-2=-8, 2-3=16, 3-4=12 Concentrated Loads (lb) Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-3=-2, 3-4=7, 6-9=-8 Horz: 1-2=-16, 2-3=8, 3-4=17 Concentrated Loads (lb) Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-16, 2-3=-7, 3-4=-4, 6-9=-14 Horz: 1-2=-0, 2-3=9, 3-4=12 Concentrated Loads (lb) Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-3=-16, 3-4=-12, 6-9=-14 Horz: 1-2=-9, 2-3=0, 3-4=4 Concentrated Loads (lb) Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-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=17, 2-3=5, 3-4=2, 6-9=-8 Horz: 1-2=-26, 2-3=15, 3-4=11 Concentrated Loads (lb) Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-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=5, 2-3=17, 3-4=13, 6-9=-8 Horz: 1-2=-15, 2-3=26, 3-4=22 Concentrated Loads (lb) Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100) 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job J1122634B Truss E03 Truss Type Common Qty 4 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Wed Sep 21 14:38:50 2022 Page 3 Truss Co, Sumner, WA, Kelly Finelli ID:05GldioN4nmgBBRuflmsJ8yy6OW-OPM1lvW4n3caqoeF7NwmcYEolYUcOQY3kgyRi_ybLqJ LOAD CASE(S)Standard Uniform Loads (plf) Vert: 1-2=9, 2-3=2, 3-4=-2, 6-9=-8 Horz: 1-2=-18, 2-3=12, 3-4=8 Concentrated Loads (lb) Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-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, 2-3=9, 3-4=5, 6-9=-8 Horz: 1-2=-12, 2-3=18, 3-4=14 Concentrated Loads (lb) Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-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=3, 2-3=-9, 3-4=-5, 6-9=-14 Horz: 1-2=-19, 2-3=7, 3-4=11 Concentrated Loads (lb) Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-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=-9, 2-3=3, 3-4=6, 6-9=-14 Horz: 1-2=-7, 2-3=19, 3-4=22 Concentrated Loads (lb) Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100) 18) Dead + Snow on Overhangs: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-16, 2-3=-16, 3-4=-66, 6-9=-14 Concentrated Loads (lb) Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100) 19) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66, 2-7=-104, 2-4=-31, 6-9=-14 Concentrated Loads (lb) Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100) 20) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-31, 2-10=-104, 4-10=-66, 6-9=-14 Concentrated Loads (lb) Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100) 21) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-16, 2-4=-16, 6-9=-14 Concentrated Loads (lb) Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-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=-53, 2-3=-47, 3-4=-44, 6-9=-14 Horz: 1-2=-0, 2-3=6, 3-4=9 Concentrated Loads (lb) Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-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=-47, 2-3=-53, 3-4=-50, 6-9=-14 Horz: 1-2=-6, 2-3=0, 3-4=3 Concentrated Loads (lb) Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-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=-39, 2-3=-48, 3-4=-45, 6-9=-14 Horz: 1-2=-14, 2-3=6, 3-4=8 Concentrated Loads (lb) Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-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=-48, 2-3=-39, 3-4=-37, 6-9=-14 Horz: 1-2=-6, 2-3=14, 3-4=17 Concentrated Loads (lb) Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100) 26) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-3=-26, 3-4=7, 6-9=-8 Horz: 1-2=16, 2-3=-16, 3-4=16 Concentrated Loads (lb) Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100) 27) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 Job J1122634B Truss E03 Truss Type Common Qty 4 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Wed Sep 21 14:38:50 2022 Page 4 Truss Co, Sumner, WA, Kelly Finelli ID:05GldioN4nmgBBRuflmsJ8yy6OW-OPM1lvW4n3caqoeF7NwmcYEolYUcOQY3kgyRi_ybLqJ LOAD CASE(S)Standard Uniform Loads (plf) Vert: 1-2=7, 2-4=7, 6-9=-8 Horz: 1-2=-16, 2-4=16 Concentrated Loads (lb) Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100) Job J1122634B Truss G01 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Wed Sep 21 14:38:53 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:05GldioN4nmgBBRuflmsJ8yy6OW-o_2ANwYz4__9hFMqpWUTEBsSXmipbqnVQeB5JIybLqG Scale = 1:18.8 T1 T1 B1 ST2 ST1 ST1 1 2 3 4 5 6 7 10 9 8 11 12 4x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 8-0-0 8-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 8-0-0 4-0-0 9-0-0 1-0-0 0-4-32-4-32-9-150-4-36.00 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 0.10 0.04 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 DF 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 8-0-0. (lb) - Max Horz 2=-28(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 9 except 2=260(LC 19), 6=260(LC 20), 10=286(LC 19), 8=286(LC 20) 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) -1-0-0 to 2-0-0, Corner(3R) 2-0-0 to 6-0-0, Corner(3E) 6-0-0 to 9-0-0 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) Gable requires continuous bottom chord bearing. 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, 6, 10, 8. 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 J1122634B Truss G02 Truss Type Common Qty 6 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Wed Sep 21 14:38:56 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:05GldioN4nmgBBRuflmsJ8yy6OW-CZjJ?ybrNvMkYj5OUe1AspUw1zfWoBTx6cPlwdybLqD Scale = 1:18.8 T1 T1 B1 W1 1 2 3 4 5 6 13 14 3x4 3x4 1.5x4 4x4 4-0-0 4-0-0 8-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 8-0-0 4-0-0 9-0-0 1-0-0 0-4-32-4-32-9-150-4-36.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [4:0-2-0,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 0.28 0.30 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.00 (loc) 6-9 6-9 4 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF 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.(lb/size)2=386/0-5-8 (min. 0-1-8), 4=386/0-5-8 (min. 0-1-8) Max Horz 2=-28(LC 17) Max Uplift2=-33(LC 12), 4=-33(LC 13) Max Grav 2=508(LC 19), 4=508(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-458/131, 3-13=-370/138, 3-14=-370/138, 4-14=-458/131 BOT CHORD 2-6=-40/331, 4-6=-40/331 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, Exterior(2R) 2-0-0 to 6-0-0, Exterior(2E) 6-0-0 to 9-0-0 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) 2, 4. 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 J1122634B Truss H01 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Wed Sep 21 14:38:59 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-d8PRe_dkgqlJPAqz9mbtTS6SlAkD?WtOpaePXyybLqA Scale = 1:36.4 T1 T1 B1 ST5ST4ST3ST2ST1 ST4 ST3 ST2 ST1 B21 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 4x4 3x4 3x6 3x4 19-8-0 19-8-0 -1-4-0 1-4-0 9-10-0 9-10-0 19-8-0 9-10-0 21-0-0 1-4-0 0-3-142-9-63-1-20-3-143.00 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-SH 0.25 0.10 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.00 (loc) 13 13 12 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 DF 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 19-8-0. (lb) - Max Horz 2=32(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 20, 21, 22, 23, 18, 16, 15, 14, 12 Max Grav All reactions 250 lb or less at joint(s) 19, 20, 21, 22, 18, 16, 15 except 2=262(LC 19), 23=474(LC 19), 14=474(LC 20), 12=262(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-23=-379/100, 11-14=-379/100 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) -1-4-0 to 1-8-0, Exterior(2N) 1-8-0 to 6-10-0, Corner(3R) 6-10-0 to 12-10-0, Exterior(2N) 12-10-0 to 18-0-0, Corner(3E) 18-0-0 to 21-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 20.0 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, 20, 21, 22, 23, 18, 16, 15, 14, 12. 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 J1122634B Truss H02 Truss Type Common Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Wed Sep 21 14:39:02 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-1j5aG?fcyl7tGeYYqv8a54kv8ObJCndqVYs38HybLq7 Scale = 1:36.4 T1 T1 B1 W2 W1W1 1 2 3 4 5 6 7 8 15 16 17 18 3x8 3x8 4x8 4x5 2x4 2x4 9-10-0 9-10-0 19-8-0 9-10-0 -1-4-0 1-4-0 5-1-13 5-1-13 9-10-0 4-8-3 14-6-3 4-8-3 19-8-0 5-1-13 21-0-0 1-4-0 0-3-142-9-63-1-20-3-143.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-0], [4:0-2-8,0-2-8], [5:0-2-0,0-1-0] 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 0.49 0.72 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.34 0.07 (loc) 8 8-11 6 l/defl >999 >692 n/a L/d 360 240 n/a PLATES MT20 Weight: 66 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-14 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=875/0-3-8 (min. 0-1-9), 6=875/0-3-8 (min. 0-1-9) Max Horz 2=32(LC 12) Max Uplift2=-92(LC 8), 6=-92(LC 9) Max Grav 2=939(LC 19), 6=939(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-2597/344, 3-15=-2581/352, 3-16=-1702/229, 4-16=-1661/236, 4-17=-1661/236, 5-17=-1702/229, 5-18=-2581/352, 6-18=-2597/344 BOT CHORD 2-8=-298/2504, 6-8=-298/2504 WEBS 4-8=0/483, 5-8=-1006/157, 3-8=-1006/157 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) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-10-0, Exterior(2R) 6-10-0 to 12-10-0, Interior(1) 12-10-0 to 18-0-0, Exterior(2E) 18-0-0 to 21-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 20.0 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) 2, 6. 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 J1122634B Truss H03 Truss Type Common Girder Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Wed Sep 21 14:39:06 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-wUK46Ni70_dJlFsJ3kDWGwvZV?yr8b0QQAqHH2ybLq3 Scale: 3/8"=1' T1 T1 B1 W3 W2 W1W2W1 1 2 3 4 5 8 7 6131415161718 19 20 214x10 4x10 7x8 4x5 4x4 3x6 4x4 3x6 Special Special Special Special Special Special Special Special Special 5-8-9 5-8-9 9-10-0 4-1-7 13-11-7 4-1-7 19-8-0 5-8-9 5-8-9 5-8-9 9-10-0 4-1-7 13-11-7 4-1-7 19-8-0 5-8-9 0-3-142-9-60-3-143.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-0-4], [5:0-3-4,0-0-4], [6:0-4-4,0-1-8], [7:0-4-0,0-3-12], [8:0-4-4,0-1-8] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.60 0.81 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.37 0.07 (loc) 6-7 6-7 5 l/defl >924 >632 n/a L/d 360 240 n/a PLATES MT20 Weight: 172 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=2546/0-3-8 (min. 0-2-2), 5=3250/0-3-8 (min. 0-2-12) Max Horz 1=27(LC 10) Max Uplift1=-276(LC 6), 5=-295(LC 7) Max Grav 1=2615(LC 16), 5=3319(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-8761/916, 2-3=-6749/661, 3-4=-6748/662, 4-5=-10589/967 BOT CHORD 1-13=-884/8473, 13-14=-884/8473, 8-14=-884/8473, 8-15=-884/8473, 15-16=-884/8473, 7-16=-884/8473, 7-17=-912/10252, 17-18=-912/10252, 6-18=-912/10252, 6-19=-912/10252, 19-20=-912/10252, 20-21=-912/10252, 5-21=-912/10252 WEBS 3-7=-267/2951, 4-7=-4018/349, 4-6=-110/1796, 2-7=-2143/295, 2-8=-81/780 NOTES-(11) 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 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs 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) 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 4) 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 5) Unbalanced snow loads have been considered for this design. 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) except (jt=lb) 1=276, 5=295. 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) 341 lb down and 56 lb up at 2-7-4, 341 lb down and 56 lb up at 4-7-4, 341 lb down and 56 lb up at 6-7-4, 341 lb down and 56 lb up at 8-7-4, 360 lb down and 54 lb up at 10-7-4, 723 lb down and 63 lb up at 12-3-4, 692 lb down and 68 lb up at 14-3-4, and 552 lb down and 49 lb up at 15-7-4, and 552 lb down and 49 lb up at 17-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format.Continued on page 2 Job J1122634B Truss H03 Truss Type Common Girder Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) 8.530 s Jun 10 2022 MiTek Industries, Inc. Wed Sep 21 14:39:07 2022 Page 2 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-OguTJjjlnHlANPRWdSklo8RkFPI4t2FZepaqpVybLq2 LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66, 3-5=-66, 1-5=-14 Concentrated Loads (lb) Vert: 13=-341(B) 14=-341(B) 15=-341(B) 16=-341(B) 17=-360(B) 18=-723(B) 19=-692(B) 20=-552(B) 21=-552(B)