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Job Truss Truss Type Gty Ply 226 80TH
<br /> 1B-23-04233-A A2 Common 1 ; 1
<br /> Job Reference(optional)
<br /> Roof Truss Supply,Inc„Woodinville,WA,user Run:8.71 S Oct 42023 Print:8.710 S Oct 4 2023 MiTek industries,Inc.Fri Dec 08 06:47 07 Page:1
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<br /> 12-0-01 6-11-10 I8-8-1
<br /> 2 6-11-10 14-6-9 I 6-3-13-3-5 1 I 25-10-116-3-11 l 4-6-9 30-5-4 11?9 2 I 6-11-10 39-2-0 12-0-01
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<br /> 75 '' i6i �'6 'TS ; 2 t11 r 13ST1 , -a15 oif15 ��'� ' ., 80
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<br /> _' c / 81 16 82 83 15 14 13 84 85 12 86
<br /> 5x10 x8 4x6 4x8 5x6 3x8 3x6
<br /> 3x6 5x10
<br /> io-1-7 I 19--57-s 1 29-95-s 1 ai-7 1
<br /> Scale=1:73.6
<br /> Plate Offsets(X,Y):(2:0-2 8,0-2-51,[4:0-3-0,0-3-01,[6:2-0-12,5-2-3),[6:2-0-12,5-2-3],18:0-3-0,0-3-0),[10:0-2-8,0-2-51,[27:0-1-10,0-0-121[55:0-1-10,0-0-12]
<br /> Loading (psf) Spacing 2-0-0 CS1 DEFL in floc) 1/defl Lid PLATES GRIP
<br /> TCLL 25.0 Plate Grip IDOL 1.15 TC 0.69 Vert(LL) -0.36 14-16 >999 360 MT20 220/195
<br /> (Roof Sncei=25.0) Lumber DOL 1.15 BC 0.96. -Vert(CT) -0.63 14-16 >736 240
<br /> TCDL 10.0 Rep Stress Ina- YES WB 0.38 Horz(CT) 0.17 10 n/a n/a
<br /> BOLL 0,9 Code IRC2018f1'P12014 Mattix:S Wind(LL) 0.11 14-16 >999 240
<br /> BCDL 10.0 Weight:321 lb FT=20%
<br /> LUMBER 1) Wind:ASCE 7-16;Vult=llomph(3-second gust)
<br /> TOP CHORD 2x4 HF No.2*Except*T4,T2:2x4 OF Vasd=87mph;TCDL=5.5pst BCDL=4.0psf,h=25ft;
<br /> No.18,Btr B=451t;L=39ft;eave=5ff;Cat.II;Exp B;Enclosed;
<br /> BOT CHORD 2x4 DF No.1&Btr MWFRS(directional)and C-C Exterior(2E)-2-0-0 to
<br /> WEBS 2x4 HF No.2 1-11-0,Interior(1)1-11-0 to 19-7-0,Exterior(2R)19-7-0
<br /> OTHERS 2x4 HF No.2 to 23-6-0,interior(1)23-6-0 to 41-2-0 zone;cantilever
<br /> BRACING left and right exposed;end vertical left and right
<br /> 113P CHORD S1otchtral wood sheathing diredfyapO1 or exposed;C-C sh for Lumbermembers DOL=1.60 pandforces late
<br /> e gip for
<br /> 2-5-12 oc purlins. reactions shown; plate grip
<br /> BOT CHORD Rigid ceiling directly applied or 2-2-0 oc DOL=1.60
<br /> bracing.bracing.g. 2) Truss designed for wind loads in the plane of the truss
<br /> WEBS 1 Row at midpt 7-14,5 14 only. For studs exposed to wind(normal to the face),
<br /> see Standard Industry Gable End Details as applicable,
<br /> MiTek recommends that Stabilizers and or consult qualified building designer as perANSI/TPI 1.
<br /> required cross bracing be Installed during 3) TCLL:ASCE 7-16;PI=25.0 psf(Lum DOL=1.15 Plate
<br /> truss erection,in accordance with Stabilizer pill=1.15);ls=1.0;Rough Cat 8;Partially Exp.;Ce=1.0;
<br /> installation guide. Cs=1.00;Ct=1.00
<br /> REACTIONS(lb/size) 2=1898/0 5 8,(min.0-2-1), 4) Unbalanced snow loads have been considered for this
<br /> sletl10=1898/0-5-8,(min.0-2-1) This t.
<br /> )LC 13) 5) This truss has been designed for greater of min roof live
<br /> Max Horiz 2=100
<br /> ( load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on
<br /> Max Uplift 2-77(LC 14),10-77(LC 14) overhangs non-concurrent with other live loads.
<br /> Max Gray 2=1955(LC 22),10=1955(LC 23) 6) All plates are 1.5x4 MT20 unless otherwise indicated.
<br /> FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 7) Gable studs spaced at 1-4-0 oc.
<br /> (lb)or less except when shown. 8) This truss has been designed fora 10.0 psf bottom
<br /> TOP CHORD 2 75=-4252/118,3-75=-4189/142. chord live load nonconcurrent with any other live loads.
<br /> 3-4=3847/102,.4-76=3777/125, 9) *This truss has been designed for live load of 20.0ps1
<br /> 5-76=-3707/126,5-77=2576/126, on the bottom chord in all areas where a rectangle
<br /> 6-77=-2502/150,6-78-2502/150, 3-06-00 tall by 2-00-00 wide will fit between the bottom
<br /> 74t1=257-6/126,7 7tr-37f37/126, chord and any othermembers,with BCDL=10.Opsf.
<br /> 8-79=3777/125,8-9=-3847/102, 10)Provide mechanical connection(by others)of truss to
<br /> 9-80=-4189/142,10-80=-4252/118 bearing plate capable of withstanding 77 lb uplift at Joint
<br /> BOT CHORD 2-81=70/3978,16.81=70/3978, 2 and 77 lb uplift at joint 10.
<br /> 16-82=20/3095,82-83=20/3095, 11)This truss is designed in accordance with the 2018
<br /> 15.83-20/3095,14-15=20/3095, International Residential Code sections R502.11.1 and
<br /> 13-14=30/3052,13-84=-30/3052, R802.10.2 and referenced standard ANSI/WI 1.
<br /> 84-85=30/3052,12-85=-30/3052, 12)_ No notches allowed in overhang and 20000 from left end
<br /> 12-86�79/3906,10-86=79/3906 and 20000 from right end or 12"along rake from scarf,
<br /> WEBS 6-14=-25/1578,7-14=1108/86,7-12=0/863, whichever is larger. Minimum 1.5x4 tie plates required at
<br /> 9-12=-603186,5-14=1108/86,5-16=0/863, 2-0-0 p c,rnaximum between the stacking chords. For
<br /> 3-16=-603/86 edge-wise notching,provide at least one tie plate
<br /> NOTES between each notch.
<br /> LOAD CASE(S) Standard
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