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9
<br />Scale =1:51.9
<br />801
<br />Common Supported Gable 2 1
<br />NA, 90233; Dan.Katca ld Job Reference (optional)
<br />Run: 8.42 S Dec 12020 Print: 8.420 S Dec 12020 MITek InCRO ies, Inc; Tue Jan 12 08,01:03 Page: 1
<br />ID:M9pReKgSS7g5VOLbyhl WO*w8Tg-sVQTiyeCLtdnyXeS?hSdszj2e0CmDLJtROH64zw7t
<br />n.n
<br />740 8
<br />4
<br />3
<br />i
<br />4x4■
<br />t 11
<br />10�-. L�\12
<br />9
<br />j € r i 3x4=
<br />17
<br />18 i9
<br />1-4
<br />ON
<br />3x4=>
<br />Loading
<br />TCLL
<br />(psf)
<br />25A
<br />Spacing
<br />Plate Grip DOL
<br />2-0-0
<br />1.15
<br />C81
<br />CS
<br />OWL
<br />in (loc) Udeff
<br />id PLATES GRIP
<br />(Roof Snow = 25.0)
<br />TCDL
<br />Lumber DOL.06
<br />ScBC
<br />0.07
<br />vert(C)
<br />n/a - n/a
<br />999 MT20 186/148
<br />BCLL
<br />8.0
<br />0.0
<br />Rep Stress Incr
<br />Code
<br />YES
<br />ES
<br />WB
<br />0.07
<br />Verz(CT
<br />Horz(C7)
<br />.n/a00 - n/a
<br />0.00 20
<br />999
<br />SCDL
<br />7.0
<br />IRC2015/TP12014
<br />Matrix-S
<br />n/a
<br />nfa
<br />Weight: 141 lb FT = 20%
<br />LUMBER
<br />TOP CHORD 2X4 HF Nc.2 BRACING
<br />BOT CHORD 2x4 HF No.2 TOP CHORD Structural wood Sheathing directly applied or 6-0-0 ocpurtins.
<br />OTHERS 2x4 DF Stud BOT CHORD rWrLek
<br />. ceiiin direr a isd cr 10-04) oc bracin .
<br />REACTIONS All bearings 27-4-0. ecommends that Stabilizers and required cross bracing(ib) - Max Hard 2-73 (LC 10) d during truss erection, in accordance with Stabilizer
<br />MaxUplift All uplift 100 (ib) or less at joints) 2,20, 22, 23,24,26,27,28, tion guide.
<br />20, 30, 32, 33, 34, 35, 36, 37, 38, 3$'
<br />Max Grav AN reactions 250 pb) ortess at joint(s) 2, 20, 22, 23. 24, 25. 27.
<br />28, 29, 30, 31, 32, 33, 34, 35, 36, 37„ 38, 39
<br />FORCgS (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
<br />NOTES
<br />1) Wind:ASCE 7-10; Vu4t=110mph (3-second gust) Vasd=87m h; TCDL=al,2psf BCDL=4.2psf,, h=25ft; Cat 11; Ex B; Enclosed; MWFRS (envelops)
<br />exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 P ( Pe) exterior zone; cantilever left
<br />2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wi
<br />qualified building designer as perANSUTPI 1. rid (normal to the face), see Standard industry Gable End Details as applicable, or consult
<br />3) TCLL: ASCE 7-10; Pf=25,0 psf (flat roof snow); Category 11; Exp B; Partially Exp,; Ct=1.10
<br />4) Unbalanced snow loads have been considered for this design.
<br />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.
<br />6) AN plates are 2x4 MT20 unless otherwise indicated,
<br />7) Gable requires continuous bottom chord bearing.
<br />8) Gable studs spaced at 1-4-0 oo.
<br />9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br />10) All bearings are assumed to be HF No.2.
<br />11) Provide mechanical connection (by others) Of in= to bearing plate capable of withstanding 100 lb Uplift at joints) 2, 20, 32, 33, 34, 36, 36, 37, 38. 39, 30. 29, 28, 27, 25, 24,
<br />23, 22.
<br />12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSILTPI 1.
<br />LOAD CASES) Standard
<br />cz�a' U p=,
<br />MAY 19 2021
<br />CITY OF EVERETT(
<br />Permit Services
<br />
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