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Job Truss Truss Type Qty Ply 226 80TH
<br /> 1323-01233-A Al Common Supported Gable 1 1 Job Reference(optional)
<br /> Roof Truss Supply,inc.,Woodinville,WA,user Run:8.71 S Oct 4 2023 Print 8.710 S Oct 4 2023 MiTek industries,inc.Fri Dec 08 06:47:07 Page:1
<br /> ID:ISVwiGvN5XgT2E0yjsLQpdy84uu-SCIWAzhWwTeT1KiGs7YN?IBmHPuzTqum0 Ersy84MJ
<br /> 10-5-0
<br /> 10-5-0 19-7-0 32-0-0
<br /> ' 2-0-0 1 9-7-0
<br /> 4x6
<br /> .g
<br /> ��22 8 s 10
<br /> 4:9814 6 7 I 11 12
<br /> 5 I 13 5
<br /> 3 524 I I 14 15
<br /> ag 1 2 I 517 ST8 ST7 I 16 17
<br /> V ST5 5T6 8 ST5 I 18
<br /> ab �'!2 '33 5T4 Q ,. ST4 .873 a • , 19 3x4
<br /> STt ST1 I 20
<br /> 411 'T9 S;10 i, 2t2 23
<br /> 54
<br /> 48 tl 0 0 6 it 0 a r a, it Di If fl tt a u tt It � I 'I
<br /> 24
<br /> :•:::•:•:e❖:❖:_❖::•rr:•:•a:.e_ee•:•:•:.•:_•:_•:::_❖::s•:•:s•••:•:•:•-.:•-.:•:•s.;.,:;.:_.-.-.-.-.-.-.--.-.;.-c•-. „ 28.443-t—
<br /> .�: 47•••46••••45.•..44••.•4342 •1••.•.•40 39 38 37 36 35 3433...32.....31.....30.:..:29......2827.:.:.26:...:.'•`"
<br /> 3x4 3x6
<br /> 30-U-0
<br /> Scale 1:58.4
<br /> Plate Offsets(X,Y):[24:0-0,3,0.0-11
<br /> Loading. (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defi Ud PLATES GRIP
<br /> TCLL 25.0 Plate Grip IDOL 1.15 TC 0.48 Vert(LL) n/a - n/a 999 MT20 185/148
<br /> (Roof Snow=25.0) Lumber DOL 1.15 BC 0.14 Vert(CT) n/a - n/a 999
<br /> TCDL 10.0 Rep Stress lncr YES WB 0.17 Horz(CT) 0.01 49 n/a n/a
<br /> BCLL- 0.0* Code 1RC20181TP12014 Matrix-MS
<br /> BCDL 10.0 Weight 197lb FT=20%
<br /> LUMBER 3) TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate
<br /> TOP CHORD 2x4 HF No.2 DOL=1.15);is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;
<br /> BOT CHORD 2x4 HF No.2 Cs=1.00;Ct=1.00
<br /> WEBS 2x4 HF No.2 4) Unbalanced snow loads have been considered for this
<br /> OTHERS 2x4 HF No.2 design.
<br /> BRACING 5) This truss has been designed for greater of min roof live
<br /> TOP CHORD Structural wood applied or load of 16.0 psf or 2.00 times fiat roof load of 25.0 psf on
<br /> 6-0 Qacpud sheathing e directlyrt:cals overhangs non-concurrent with other live loads-
<br /> SOTCHORD Rigid ceiling directly applied or 10-0-0 oc 6) l plates are 1.5x4 MT20 unless otherwise indicated.
<br /> brgid ceiling
<br /> g. 7) Gable requires continuous bottom chord bearing.
<br /> WEBS 1 Row at midpt 9 40 8) Gable studs spaced at 1-4-0 oc.
<br /> 9) This truss has been designed fora 10.0 psf bottom
<br /> MiTek recommends that Stabilizers and chord live load nonconcurrent with any other live loads.
<br /> required cross bracing be installed during 10) This truss has been designed for a live load of 20.0psf
<br /> truss erection,in accordance with Stabilizer on the bottom chord In all areas where a rectangle
<br /> Installation guide. 3-06-00 tall by 2-00-00 wide will fit between the bottom
<br /> REACTIONS AU bearings 30-0-0. chord and any other members.
<br /> (lb)-Max Hor1z 48-150(LC 12) 11)Provide mechanical connection(by others)of truss to
<br /> Max Horiz'Alf-15udi (1LC0(ib)ortess at joint(s) bearing plata,caapable of Witisstatxfilis 100lti uAfi#t.atjoint
<br /> 24,27,28, (19,)3 o to 3a,33 35, (s)48,42,43,44,45,46,47,38,37,36,35,33,32,31,
<br /> 24,27,38,29,30,331,32,33,35, 30,29,28,27,24,24 except 0t=ib)26=108.
<br /> 36,37 except 42 43,44, (LC, 6, 12)This truss is designed in accordance with the 2018
<br /> Max Gray All reactions 250(lb)or less 18)at joint international Residential Code sections R502.11.1 and
<br /> (s)26,27,28,29,30,31,32,33, R802.102 and referenced standard ANSI1TP11.
<br /> 35,36,37,38,39,40,41,42,43, LOAD CASE(S) Standard
<br /> 44,45,46,47,48 except 24=414
<br /> (LC.18),49=414(LC 18)
<br /> FORCES (lb)-Max.CompJMax.Ten.-All forces 250
<br /> (lb)ar leas csi eptvatieri a own.
<br /> NOTES
<br /> 1) Wind:ASCE 7-16;Vutt=llomph(3-second gust)
<br /> Vesd=87mph;TCDL=5.5psf;BCDL=4.opsf;h=25ft;
<br /> B=45ft;L=30ft;eave=2ft;Cat.II;Exp B;Enclosed;
<br /> MWFRS(directional)and C-C Comer(3E)9-3-12 to
<br /> 12-3-12,Exterior(2N)12-3-12 to 19-7-0,Comer(3R)
<br /> 19-7-0 to 22-7-0,Exterior(2N)22-7-0 to 41-2-0 zone;
<br /> cantilever left and right exposed;end vertical left and
<br /> right exposed;C-C for members and forces&MWFRS
<br /> for reactions shown;Lumber DOL=1.60 plate grip
<br /> DOL=1.60
<br /> 2) Truss designed for wind loads in the plane of the truss
<br /> only. For studs exposed to wind(normal to the face).
<br /> see Standard Industry Gable End Details as applicable,
<br /> or consult qualified building designer as per ANSUTPI 1.
<br />
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