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Roof Truss EngineeringJob J1138263 Truss A01 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.620 s Oct 13 2022 MiTek Industries, Inc. Thu Mar 30 13:40:28 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:G6bwQ0NeLPHoEnllQM9mj?z1gGP-IDdd0LJaPRtksDHb8eo?mxiZLHfl2hZFVw_NbrzViH1 Scale = 1:72.9 B1 T1 T1 W4W4 W2 B2 W2T2 T3 T4 W6 W6 W8 W9 W7 W1 W5 ST12 ST11ST10ST9 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 48 49 50 42 43 44 45 46 47 4x6 3x6 3x6 3x4 4x4 3x4 5x16 4x4 4x4 4x4 4x4 4x8 4x4 4x4 4x8 4x4 4x4 4x4 4x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8x8 2x4 2x4 2x4 Special Special Special Special Special Special Special Special Special 1-0-8 7-8-13 7-8-13 8-2-10 0-5-14 14-2-0 5-11-6 14-5-12 0-3-12 15-0-0 0-6-4 15-6-4 0-6-4 22-3-3 6-8-15 30-0-0 7-8-13 -1-6-0 1-6-0 7-8-13 7-8-13 8-2-10 0-5-14 14-5-12 6-3-2 15-0-0 0-6-4 15-6-4 0-6-4 22-3-3 6-8-15 30-0-0 7-8-13 31-6-0 1-6-0 0-4-59-1-59-11-90-4-57.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-15], [4:0-0-8,0-1-8], [5:0-3-0,Edge], [6:0-1-8,0-2-0], [9:0-1-1,Edge], [18:0-1-8,0-1-0], [34:1-0-4,0-2-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.44 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.16 0.03 (loc) 11-13 9-11 9 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 248 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 *Except* W2,W8,W7: 2x4 DF Stud, W1,W3,W5: 2x6 DF SS OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 4-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=675/0-5-8 (min. 0-1-8), 14=1192/0-3-8 (min. 0-1-15), 9=726/0-3-8 (min. 0-1-8) Max Horz 2=170(LC 9) Max Uplift2=-55(LC 10), 14=-114(LC 10), 9=-123(LC 29) Max Grav 2=675(LC 1), 14=1192(LC 1), 9=834(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-48=-658/87, 3-48=-571/118, 3-49=-253/155, 5-6=-99/513, 7-50=-377/125, 7-8=-395/122, 8-9=-1036/160 BOT CHORD 2-42=-39/493, 42-43=-39/493, 43-44=-39/493, 15-44=-39/493, 15-45=-40/491, 45-46=-40/491, 46-47=-40/491, 14-47=-40/491, 12-13=-40/789, 11-12=-40/789, 9-11=-40/789 WEBS 8-13=-722/156, 3-14=-615/156, 8-11=0/284, 4-14=-692/63, 6-13=-44/264, 4-6=-531/267 NOTES-(14) 1) Wind: ASCE 7-10; Vult=110mph 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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 except (jt=lb) 14=114, 9=123. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Continued on page 2 Job J1138263 Truss A01 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.620 s Oct 13 2022 MiTek Industries, Inc. Thu Mar 30 13:40:28 2023 Page 2 Truss Co, Sumner, WA, Kelly Finelli ID:G6bwQ0NeLPHoEnllQM9mj?z1gGP-IDdd0LJaPRtksDHb8eo?mxiZLHfl2hZFVw_NbrzViH1 NOTES-(14) 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 54 lb up at 2-0-0, and 47 lb down and 47 lb up at 14-0-12 on top chord, and 11 lb down at 2-0-0, 5 lb down at 4-0-12, 5 lb down at 6-0-12, 5 lb down at 8-0-12, 5 lb down at 10-0-12, and 5 lb down at 12-0-12, and 5 lb down at 14-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 14) 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: 2-9=-14, 1-5=-66, 5-10=-66 Job J1138263 Truss A02 Truss Type HOWE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.620 s Oct 13 2022 MiTek Industries, Inc. Thu Mar 30 13:40:30 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:G6bwQ0NeLPHoEnllQM9mj?z1gGP-FclNR1Kqx27S6XR_G3qTrMnsD5KLWitYyDTUgkzViH? Scale = 1:59.8 B1 T1 T1 W4 W2 B2 W5 W3 W1 1 2 3 4 5 6 7 11 10 9 8 18 19 3x8 3x6 4x8 4x4 3x8 3x4 4x4 1.5x4 1.5x4 6-0-8 6-0-8 6-3-4 0-2-12 7-8-13 1-5-9 8-2-4 0-5-8 8-2-10 0-0-6 11-2-12 3-0-2 14-2-0 2-11-4 14-3-12 0-1-12 15-0-0 0-8-4 22-3-3 7-3-3 30-0-0 7-8-13 -1-6-0 1-6-0 6-3-4 6-3-4 7-8-13 1-5-9 7-10-9 0-1-12 8-2-4 0-3-12 8-2-10 0-0-6 15-0-0 6-9-6 22-3-3 7-3-3 30-0-0 7-8-13 31-6-0 1-6-0 0-4-59-1-59-11-90-4-57.00 12 Plate Offsets (X,Y)-- [2:0-8-4,0-0-6], [6:0-1-1,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-MSH 0.88 0.50 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.18 0.01 (loc) 8-17 8-17 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 121 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 *Except* W5,W1: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-10, 4-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 0-5-8 except (jt=length) 10=0-3-8, 6=0-3-8. (lb) - Max Horz 2=170(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 6, 11 Max Grav All reactions 250 lb or less at joint(s) except 2=379(LC 17), 10=1249(LC 1), 6=652(LC 18), 11=465(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-18=0/301, 4-19=0/318, 5-6=-698/90 BOT CHORD 9-10=0/520, 8-9=0/520, 6-8=0/520 WEBS 5-10=-761/171, 3-10=-375/154, 5-8=0/287, 4-10=-607/17, 3-11=-335/86 NOTES-(9) 1) Wind: ASCE 7-10; Vult=110mph 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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, 10, 6, 11. 8) This truss is designed in accordance with the 2015 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 J1138263 Truss A03 Truss Type Common Qty 5 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.620 s Oct 13 2022 MiTek Industries, Inc. Thu Mar 30 13:40:32 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:G6bwQ0NeLPHoEnllQM9mj?z1gGP-B_t8sjM4SfNALqbNNUsxwntCYu0N_bLqQXybjdzViGz Scale = 1:59.8 T1 T1 B1 W4 W5 W2 W1 B2 W1 W3 1 2 3 4 5 6 7 12 11 10 9 8 19 20 4x4 3x6 3x4 4x4 3x4 4x4 1.5x4 4x4 1.5x4 5x8 7-8-13 7-8-13 11-2-12 3-5-15 15-0-0 3-9-4 22-3-3 7-3-3 30-0-0 7-8-13 -1-6-0 1-6-0 7-8-13 7-8-13 15-0-0 7-3-3 22-3-3 7-3-3 30-0-0 7-8-13 31-6-0 1-6-0 0-4-59-1-59-11-90-4-57.00 12 Plate Offsets (X,Y)-- [2:0-1-5,Edge], [6:0-1-1,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-MSH 0.89 0.46 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.18 0.02 (loc) 8-18 8-18 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 129 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 *Except* W2,W1: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-10, 4-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=435/0-5-8 (min. 0-1-8), 11=1382/0-5-8 (min. 0-2-4), 6=782/0-3-8 (min. 0-1-8) Max Horz 2=170(LC 9) Max Uplift2=-44(LC 10), 11=-99(LC 10), 6=-95(LC 11) Max Grav 2=472(LC 17), 11=1382(LC 1), 6=826(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-345/68, 4-19=0/371, 5-20=-383/67, 5-6=-1039/114 BOT CHORD 9-10=-1/814, 8-9=-1/814, 6-8=-1/814 WEBS 4-10=-33/464, 5-10=-741/167, 3-11=-660/162, 5-8=0/285, 3-12=0/250, 4-11=-968/23 NOTES-(9) 1) Wind: ASCE 7-10; Vult=110mph 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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, 11, 6. 8) This truss is designed in accordance with the 2015 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 J1138263 Truss A04D Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.620 s Oct 13 2022 MiTek Industries, Inc. Thu Mar 30 13:40:36 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:G6bwQ0NeLPHoEnllQM9mj?z1gGP-3m6ei5PbWutcqSv8cKxt5d1uhWKrwMOQK9wosOzViGv Scale = 1:60.9 T1 T1 B1 W4 W5 W3 W2 B2HW1 HW2 W1W1 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 ST15 ST16 ST17 ST18 1 2 3 4 5 6 7 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 50 51 52 536x10 3x6 3x8 4x6 3x6 7x8 4x4 6x8 3x6 2x4 2x4 2x4 2x4 7-8-13 7-8-13 11-0-0 3-3-3 11-2-12 0-2-12 15-0-0 3-9-4 22-3-3 7-3-3 30-0-0 7-8-13 -1-6-0 1-6-0 7-8-13 7-8-13 15-0-0 7-3-3 22-3-3 7-3-3 30-0-0 7-8-13 31-6-0 1-6-0 0-4-59-1-59-11-90-4-57.00 12 Plate Offsets (X,Y)-- [2:0-3-13,Edge], [6:0-3-13,Edge], [19:0-3-8,0-1-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-MSH 0.88 0.69 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 -0.18 0.02 (loc) 23-46 23-46 8 l/defl >999 >732 n/a L/d 360 240 n/a PLATES MT20 Weight: 215 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 *Except* W2,W1: 2x4 DF Stud OTHERS 2x4 DF Stud WEDGE Left: 2x6 DF SS , Right: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-10-7 oc bracing. WEBS 1 Row at midpt 4-19, 5-19, 4-22 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 19-0-0 except (jt=length) 2=0-5-8. (lb) - Max Horz 2=-170(LC 35) Max Uplift All uplift 100 lb or less at joint(s) 21, 20, 10, 9 except 2=-2672(LC 38), 19=-327(LC 40), 22=-1257(LC 38), 6=-2640(LC 41), 13=-1627(LC 41), 8=-268(LC 40) Max Grav All reactions 250 lb or less at joint(s) 21, 20, 18, 16, 15, 14, 12, 11, 10, 9, 6 except 2=2825(LC 35), 19=532(LC 57), 22=1487(LC 55), 22=677(LC 1), 6=2688(LC 36), 13=1680(LC 36), 8=412(LC 57) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5141/4998, 3-50=-2101/2144, 4-50=-874/1014, 4-51=-1713/1817, 5-51=-3319/3346, 5-6=-4826/4794 BOT CHORD 2-52=-3064/3438, 23-52=-855/1011, 22-23=-855/1011, 21-22=-365/433, 20-21=-365/433, 19-20=-365/433, 18-19=-971/1016, 17-18=-971/1016, 16-17=-971/1016, 15-16=-971/1016, 14-15=-971/1016, 13-14=-971/1016, 12-13=-971/1016, 11-12=-971/1016, 10-11=-971/1016, 9-10=-971/1016, 9-53=-971/1016, 8-53=-971/491, 6-8=-3070/3115 WEBS 4-19=-604/500, 5-19=-1565/1592, 4-22=-1287/1216, 3-22=-665/223, 5-13=-1675/1630, 3-23=-13/258 NOTES-(13) 1) Wind: ASCE 7-10; Vult=110mph 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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.Continued on page 2 Job J1138263 Truss A04D Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.620 s Oct 13 2022 MiTek Industries, Inc. Thu Mar 30 13:40:37 2023 Page 2 Truss Co, Sumner, WA, Kelly Finelli ID:G6bwQ0NeLPHoEnllQM9mj?z1gGP-Xyg1vQQDHC?TRcUKA1S6dqa3Rvg4fpeZZpfMOqzViGu NOTES-(13) 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 20, 10, 9 except (jt=lb) 2=2672, 19=327, 22=1257, 6=2640, 13=1627, 8=268, 6=2640. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a total drag load of 350 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 28-0-0 to 30-0-0 for 2625.0 plf. 13) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job J1138263 Truss A05 Truss Type Common Qty 9 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.620 s Oct 13 2022 MiTek Industries, Inc. Thu Mar 30 13:40:40 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:G6bwQ0NeLPHoEnllQM9mj?z1gGP-yXL9XSS6a7O2I3Cvr9?pFTCek7jkrFy0Fnu0?9zViGr Scale = 1:59.8 T1 T1 B1 W3 W2 W1 W2 W1 B21 2 3 4 5 6 7 11 10 9 8 18 19 4x4 3x6 3x8 4x6 4x4 1.5x4 4x4 1.5x4 4x4 7-8-13 7-8-13 15-0-0 7-3-3 22-3-3 7-3-3 30-0-0 7-8-13 -1-6-0 1-6-0 7-8-13 7-8-13 15-0-0 7-3-3 22-3-3 7-3-3 30-0-0 7-8-13 31-6-0 1-6-0 0-4-59-1-59-11-90-4-57.00 12 Plate Offsets (X,Y)-- [2:0-1-1,Edge], [6:0-1-1,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-MSH 0.62 0.56 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.20 0.08 (loc) 8-17 8-17 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 128 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 *Except* W1: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-10, 3-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1299/0-5-8 (min. 0-2-2), 6=1299/0-5-8 (min. 0-2-2) Max Horz 2=-170(LC 8) Max Uplift2=-107(LC 10), 6=-107(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1949/137, 3-18=-1336/112, 4-18=-1201/143, 4-19=-1201/143, 5-19=-1336/112, 5-6=-1949/137 BOT CHORD 2-11=-136/1595, 10-11=-136/1595, 9-10=-21/1595, 8-9=-21/1595, 6-8=-21/1595 WEBS 4-10=-40/789, 5-10=-725/168, 5-8=0/269, 3-10=-725/168, 3-11=0/269 NOTES-(9) 1) Wind: ASCE 7-10; Vult=110mph 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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) except (jt=lb) 2=107, 6=107. 8) This truss is designed in accordance with the 2015 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 J1138263 Truss A06 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.620 s Oct 13 2022 MiTek Industries, Inc. Thu Mar 30 13:40:42 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:G6bwQ0NeLPHoEnllQM9mj?z1gGP-uvTwy8UM6kelYNMIza2HKuHwIwPJJ0rJj5N742zViGp Scale = 1:60.9 T1 T1 B1 W3 W2W2 W1 B2 W1 W4 ST1 ST2 ST3 ST4 1 2 3 4 5 6 7 14 13 12 11 10 9 8 26 27 4x6 4x4 3x6 3x8 4x4 3x6 3x4 3x10 7-8-13 7-8-13 15-0-0 7-3-3 22-3-3 7-3-3 25-6-8 3-3-5 25-9-4 0-2-12 30-0-0 4-2-12 -1-6-0 1-6-0 7-8-13 7-8-13 15-0-0 7-3-3 30-0-0 15-0-0 31-6-0 1-6-0 0-4-59-1-59-11-90-4-57.00 12 Plate Offsets (X,Y)-- [2:0-1-5,Edge], [6:0-2-2,0-1-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-MSH 0.87 0.55 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.21 0.05 (loc) 14-22 14-22 10 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 136 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 *Except* W1,W4: 2x4 DF Stud OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-13, 3-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 4-5-8 except (jt=length) 2=0-5-8. (lb) - Max Horz 2=-170(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 6, 10, 8 except 2=-101(LC 10), 9=-283(LC 1) Max Grav All reactions 250 lb or less at joint(s) 6, 9, 6 except 2=1117(LC 1), 10=1414(LC 1), 10=1414(LC 1), 8=291(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1605/126, 3-26=-979/97, 4-26=-843/128, 4-27=-843/131, 5-27=-977/100, 5-6=-25/424 BOT CHORD 2-14=-126/1302, 13-14=-126/1302, 12-13=0/699, 11-12=0/699, 10-11=0/699, 9-10=-262/59, 8-9=-262/59, 6-8=-262/59 WEBS 4-13=-28/433, 3-13=-727/169, 3-14=0/271, 5-10=-1518/67 NOTES-(12) 1) Wind: ASCE 7-10; Vult=110mph 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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) 6, 10, 8, 6 except (jt=lb) 2=101, 9=283. 11) This truss is designed in accordance with the 2015 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 J1138263 Truss A07 Truss Type Common Qty 10 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.620 s Oct 13 2022 MiTek Industries, Inc. Thu Mar 30 13:40:44 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:G6bwQ0NeLPHoEnllQM9mj?z1gGP-qIbgNqVceLuTngWg4?4lPJMIyk30n1EbAPsE8wzViGn Scale = 1:59.8 T1 T1 B1 W3 W2 W1 W2 W1 B2 W4 1 2 3 4 5 6 7 12 11 10 9 8 19 20 21 22 4x6 4x4 3x6 3x8 1.5x4 4x4 1.5x4 4x4 3x4 3x10 7-8-13 7-8-13 15-0-0 7-3-3 22-3-3 7-3-3 25-9-4 3-6-1 26-0-0 0-2-12 30-0-0 4-0-0 -1-6-0 1-6-0 7-8-13 7-8-13 15-0-0 7-3-3 30-0-0 15-0-0 31-6-0 1-6-0 0-4-59-1-59-11-90-4-57.00 12 Plate Offsets (X,Y)-- [2:0-1-1,Edge], [6:0-1-5,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-MSH 0.74 0.67 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.17 0.05 (loc) 12-15 12-15 8 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 135 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 *Except* W1,W4: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 6-8. WEBS 1 Row at midpt 3-11, 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1177/0-5-8 (min. 0-2-0), 8=1621/0-5-8 (min. 0-2-11) Max Horz 2=170(LC 9) Max Uplift2=-112(LC 10), 8=-137(LC 11) Max Grav 2=1201(LC 17), 8=1621(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1772/148, 3-19=-1116/99, 4-19=-950/130, 4-20=-950/153, 5-20=-1086/121, 5-6=-99/717 BOT CHORD 2-12=-146/1447, 12-21=-146/1447, 11-21=-146/1447, 11-22=-7/668, 10-22=-7/668, 9-10=-7/668, 8-9=-7/668, 6-8=-503/152 WEBS 4-11=-50/537, 5-11=-57/257, 3-11=-741/170, 3-12=0/277, 5-8=-1882/163 NOTES-(10) 1) Wind: ASCE 7-10; Vult=110mph 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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) except (jt=lb) 2=112, 8=137. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 12 lb up at 13-0-0, and 100 lb down and 12 lb up at 17-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Continued on page 2 Job J1138263 Truss A07 Truss Type Common Qty 10 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.620 s Oct 13 2022 MiTek Industries, Inc. Thu Mar 30 13:40:45 2023 Page 2 Truss Co, Sumner, WA, Kelly Finelli ID:G6bwQ0NeLPHoEnllQM9mj?z1gGP-JU92b9WEPf0KPq5sejb_yWvSi8PFWUUlP3bnhMzViGm LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66, 4-7=-66, 13-16=-14 Concentrated Loads (lb) Vert: 21=-100 22=-100 Job J1138263 Truss A08 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.620 s Oct 13 2022 MiTek Industries, Inc. Thu Mar 30 13:40:48 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:G6bwQ0NeLPHoEnllQM9mj?z1gGP-j3qBDBY7haOvGIpRJr9ha9XzuLSGjskB51qRHhzViGj Scale = 1:64.7 T1 T1 B1 W2 W1W2W1 B2 W5 W4 W3W3 ST1ST15 ST13 ST14ST12 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 1 2 3 4 5 6 7 8 9 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 59 60 3x6 3x10 3x4 3x4 4x4 3x6 3x6 3x8 4x4 4x4 5x6 1-0-8 7-8-13 7-8-13 14-5-12 6-8-15 15-0-0 0-6-4 15-6-4 0-6-4 22-3-3 6-8-15 25-9-4 3-6-1 26-0-0 0-2-12 30-0-0 4-0-0 -1-6-0 1-6-0 7-8-13 7-8-13 14-5-12 6-8-15 15-0-0 0-6-4 15-6-4 0-6-4 30-0-0 14-5-12 31-6-0 1-6-0 0-4-59-1-59-11-90-4-57.00 12 Plate Offsets (X,Y)-- [2:0-10-4,0-0-14], [5:0-3-0,Edge], [8:0-2-3,0-1-8], [16:0-3-0,0-3-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-MSH 0.74 0.52 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 26-55 26-55 10 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 230 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 *Except* W1,W5,W4: 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. WEBS 1 Row at midpt 6-17, 4-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 26-0-0. (lb) - Max Horz 2=-170(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 17, 13, 22, 12, 26, 24 except 18=-122(LC 10), 10=-124(LC 11), 11=-169(LC 1), 25=-100(LC 1) Max Grav All reactions 250 lb or less at joint(s) 11, 12, 14, 15, 25, 24, 23, 21, 20, 19 except 2=283(LC 17), 17=493(LC 18), 13=379(LC 18), 18=582(LC 17), 22=417(LC 17), 10=743(LC 18), 10=739(LC 1), 26=265(LC 1), 2=270(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-118/424, 5-6=-121/429, 7-8=-90/691 BOT CHORD 8-10=-486/148 WEBS 7-13=-371/79, 3-22=-396/101, 7-10=-593/90, 4-6=-407/223, 6-17=-504/64, 4-18=-502/79 NOTES-(12) 1) Wind: ASCE 7-10; Vult=110mph 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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, 17, 13, 22, 12, 26, 24, 2 except (jt=lb) 18=122, 10=124, 11=169, 25=100. 11) This truss is designed in accordance with the 2015 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 J1138263 Truss B01 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.620 s Oct 13 2022 MiTek Industries, Inc. Thu Mar 30 13:40:51 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:G6bwQ0NeLPHoEnllQM9mj?z1gGP-7eWJrDb?_VmU7lY0?ziOCn9dNYbxwHFdn?25u0zViGg Scale = 1:31.1 T1 T1 B1 ST5 ST1 ST2 ST3 ST4 ST1 ST2 ST3 ST4 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 4x4 3x4 3x4 15-10-0 15-10-0 -1-6-0 1-6-0 7-11-0 7-11-0 15-10-0 7-11-0 17-4-0 1-6-0 0-4-54-11-115-9-150-4-57.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.15 0.07 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.00 0.00 (loc) 13 13 12 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 78 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 15-10-0. (lb) - Max Horz 2=-97(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 14, 15, 16, 17, 22, 21, 20, 19 Max Grav All reactions 250 lb or less at joint(s) 2, 12, 18, 14, 15, 16, 17, 22, 21, 20, 19 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13) 1) Wind: ASCE 7-10; Vult=110mph 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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, 14, 15, 16, 17, 22, 21, 20, 19. 12) This truss is designed in accordance with the 2015 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 J1138263 Truss B02 Truss Type Common Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.620 s Oct 13 2022 MiTek Industries, Inc. Thu Mar 30 13:40:53 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:G6bwQ0NeLPHoEnllQM9mj?z1gGP-41e4GvcFW60BM3iP6OksHCEryM9dOAswFIXCzvzViGe Scale = 1:33.1 T1 T1 B1 W1 1 2 3 4 5 6 13 14 3x6 3x6 1.5x4 5x6 7-11-0 7-11-0 15-10-0 7-11-0 -1-6-0 1-6-0 7-11-0 7-11-0 15-10-0 7-11-0 17-4-0 1-6-0 0-4-54-11-115-9-150-4-57.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-1,0-1-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-MSH 0.65 0.57 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.22 0.01 (loc) 6-12 6-12 4 l/defl >999 >870 n/a L/d 360 240 n/a PLATES MT20 Weight: 54 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 5-2-3 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)2=732/0-3-8 (min. 0-1-8), 4=732/0-3-8 (min. 0-1-8) Max Horz 2=97(LC 9) Max Uplift2=-67(LC 10), 4=-67(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-823/53, 3-13=-671/71, 3-14=-671/71, 4-14=-823/53 BOT CHORD 2-6=0/609, 4-6=0/609 WEBS 3-6=0/310 NOTES-(9) 1) Wind: ASCE 7-10; Vult=110mph 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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 2015 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 J1138263 Truss B03 Truss Type Common Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.620 s Oct 13 2022 MiTek Industries, Inc. Thu Mar 30 13:40:55 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:G6bwQ0NeLPHoEnllQM9mj?z1gGP-0PlqhaeW2kHvcNsnEpnKMdKByAprs4KDic0J1nzViGc Scale = 1:32.6 T1 T2 B1 W1 1 2 3 4 5 12 13 3x8 3x8 1.5x4 5x6 7-11-0 7-11-0 15-10-0 7-11-0 7-11-0 7-11-0 15-10-0 7-11-0 17-4-0 1-6-0 0-4-54-11-115-9-150-4-57.00 12 Plate Offsets (X,Y)-- [1:0-2-9,Edge], [3:0-2-9,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-MSH 0.69 0.65 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.25 0.01 (loc) 5-8 5-8 3 l/defl >999 >775 n/a L/d 360 240 n/a PLATES MT20 Weight: 52 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 4-10-10 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=629/0-3-8 (min. 0-1-8), 3=737/0-3-8 (min. 0-1-8) Max Horz 1=-92(LC 6) Max Uplift1=-44(LC 10), 3=-67(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-833/53, 2-12=-681/72, 2-13=-668/75, 3-13=-836/57 BOT CHORD 1-5=-1/620, 3-5=-1/620 WEBS 2-5=0/312 NOTES-(9) 1) Wind: ASCE 7-10; Vult=110mph 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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) 1, 3. 8) This truss is designed in accordance with the 2015 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 J1138263 Truss J2 Truss Type Jack-Open Qty 6 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.620 s Oct 13 2022 MiTek Industries, Inc. Thu Mar 30 13:40:57 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:G6bwQ0NeLPHoEnllQM9mj?z1gGP-yotb6GfmaLXdrg?ALEpoR2Pfmzf0K?KWAwVQ6gzViGa Scale = 1:12.3 T1 B1 1 2 5 3 43x4 2-0-0 2-0-0 -1-6-0 1-6-0 2-0-0 2-0-0 0-4-51-6-52-4-97.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-6] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2-4 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=25/Mechanical, 2=219/0-3-8 (min. 0-1-8), 4=14/Mechanical Max Horz 2=53(LC 10) Max Uplift3=-24(LC 16), 2=-33(LC 10) Max Grav 3=27(LC 17), 2=219(LC 17), 4=33(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10) 1) Wind: ASCE 7-10; Vult=110mph 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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 2015 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 J1138263 Truss J2A Truss Type Jack-Open Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.620 s Oct 13 2022 MiTek Industries, Inc. Thu Mar 30 13:40:59 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:G6bwQ0NeLPHoEnllQM9mj?z1gGP-uB?LXyh06ynL4_9ZTfrGWTU1hnKUovqpdE_WAYzViGY Scale = 1:10.5 T1 B1 1 2 33x4 2-0-0 2-0-0 2-0-0 2-0-0 0-4-51-6-57.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-6] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 1 1-3 2 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 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)1=78/0-3-8 (min. 0-1-8), 2=65/Mechanical, 3=14/Mechanical Max Horz 1=33(LC 10) Max Uplift2=-28(LC 10) Max Grav 1=78(LC 1), 2=65(LC 1), 3=33(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9) 1) Wind: ASCE 7-10; Vult=110mph 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 8) This truss is designed in accordance with the 2015 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 J1138263 Truss R1 Truss Type JACK-OPEN Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) 8.620 s Oct 13 2022 MiTek Industries, Inc. Thu Mar 30 13:41:01 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:G6bwQ0NeLPHoEnllQM9mj?z1gGP-rZ75xeiHda13KIJxa4ukcuZHAa0fGpJ64YTdFRzViGW Scale: 1"=1' T1 B1 1 2 5 3 4 3x4 2-8-7 2-8-7 -2-2-4 2-2-4 2-8-7 2-8-7 0-4-51-5-112-4-01-5-114.95 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.38 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 9 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 2-8-7 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)3=5/Mechanical, 2=331/0-4-9 (min. 0-1-8), 4=17/Mechanical Max Horz 2=52(LC 10) Max Uplift3=-57(LC 16), 2=-73(LC 6) Max Grav 3=13(LC 17), 2=335(LC 17), 4=42(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10) 1) Wind: ASCE 7-10; Vult=110mph 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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 2015 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 J1138263 Truss Z1 Truss Type JOIST Qty 66 Ply 1 Soundbuilt NW, LLC Job Reference (optional)BLOCK 8.620 s Oct 13 2022 MiTek Industries, Inc. Thu Mar 30 13:41:01 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:G6bwQ0NeLPHoEnllQM9mj?z1gGP-rZ75xeiHda13KIJxa4ukcuZM8a01GpJ64YTdFRzViGW Scale = 1:4.1 B1 2 1 1-10-8 1-10-8 1-10-8 1-10-8 0-3-82 x 4 Vent Block W ( 4 ) 2" Holes and Screen LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Plate Metal DOL Lumber DOL Rep Stress Incr Code 2-0-0 0.90 0.90 0.90 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.00 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2 1-2 l/defl >999 >999 n/a L/d 360 240 n/a PLATES Weight: 2 lb FT = 20% GRIP LUMBER- BOT CHORD 2x4 HF No.2 BRACING- 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=12/0-5-8 (min. 0-1-8), 1=12/0-5-8 (min. 0-1-8) Max Grav 2=30(LC 5), 1=30(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5) 1) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 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. 4) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard