|
Job Truss Truss Type Qty Ply 226 80TH
<br /> 8- 1233-A • A6 Attic 1 1 Job Reference(optional)
<br /> Roof Truss Supply',Inc..Woodirivale,WA,user 'Run:8.71 S Oct 4 2023 Print 8.710 S Oct 4 2023 Mi fek industries,Inc.Fri Dec 08 08:47:10 Page:1
<br /> • 10:IfZ4xhXY15C4d3B1dAf9LUy8412 Kry10Lk0 i8vWx415zdJA8MRV19mPZTMxcdS_dy84MF
<br /> . I 4-1 77 I 6-3-13 I 13-4-60 I 2-9-6 I 12-9-6-6 I 3-4-62 I 6 3
<br /> I 37-127 12-0-0 I
<br /> I 12-0-0
<br /> !5x6
<br /> 12
<br /> . 3x4 83 3x4
<br /> 6211 ..r 1%3
<br /> 4.9812 910 14t5
<br /> g r 1 - r r 16 17 5x6
<br /> 7 4x6
<br /> 3x8 3x4 6 r � r r 18
<br /> 19 20
<br /> 7x8 2 34 �d 3 5 S'T7 ST9 a � r 21
<br /> y r
<br /> 22 1.A1
<br /> � s -. �,.!
<br /> �- :4 g '1•.. 'l" i6 = ,gS"12 S./3 4 2364
<br /> 4- 42 „� �afl r C566 , ' r ®ri 10 i 6 1 r 0 0 ..8 j 14 A 24 2
<br /> 49.4%0 39 38 37 4436 3552� 34 -33 32 iiiO 29
<br /> 3x6 3x4 3x8 3x6 8x1) 8x10 3x6 3x6 3x6
<br /> 4-1-7 1 16-5 9 I0-7-0
<br /> -0-0 6-5-9 I 36-2-0 I
<br /> Scale=1:67.6
<br /> Plate Offsets(X,V):[1:Edge,0-3-8],[3:0-2-10,Edgel,[18:0-3-0,0-'s•0],[35:0-4-8,Edge],[36:0-4-12,Edge]
<br /> Loading (psf) Spacing 2-0-0 CSI DEFL in floc) Udell Ltd PLATES GRIP
<br /> TCLL 25.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) n/a - n/a 999 MT20 185/148
<br /> (Roof Snow=25.0) Lumber DOL 1.15 BC 0.53 .Vert(CT) n/a - Na 999
<br /> TCDL 10.0 - Rep Stress Ina YES WB 0.45 Horz(CT) 0.01 35 rue Na
<br /> BOL{. 0.0* Code IRC211181TP12014. Matrix-MS
<br /> BCDL 10.0 Weight 218 lb FT=20%
<br /> LUMBER BCT CHORD 40-41�/371,39-40=0/371,38-39=0/371, 10)*This truss has been designed fora live load of 20.Opsf
<br /> TOP CHORD 2x4 HF No.2 37-38=0/371,36-37=0/371,35-36=0/899, on the bottom chord in all areas where a rectangle
<br /> BOT CHORD 2x4 HF No.2*Except*B2:2x10 HF No.2 34-35---645/227,33-34---645/227, 3-06-00 tall by 2-00-00 wide will fit between the bottom
<br /> WEBS 2x4 HF No.2 32-33=-645/227,31-32=-645/227, chord and any other members,with BCDL=10.Opsf.
<br /> OTHERS 2x4 HF No.2 30-31=-645/227,29-30=-645/227, 11)Ceiling dead load(10.0 psf)on member(s).10-11,13-14,
<br /> BRACING28-29=-645/227,27-28=-645/227, 11-43,13-43
<br /> TOP CHORD Structural wood sheathing directly applied or 26-27=-645/227,24-26-645/227 12)Provide mechanical connection(by others)of truss to
<br /> WEBS 14-35=-648/21,.35-52=91/1458, bearing plate capable of withstanding 100 lb uplift at joint
<br /> 44`7 ac purlIns, exertendvertiaais• 52-53=-97/1403,53-54=94/1429, (s)30,24,39,40,32,29,28,26,24 except(ft=1b)
<br /> BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 54-55=-94/1414,55-56=99/1463, 35=210,37=238,34=237,27=220.
<br /> bracing. 19-56=94/1405,19-30=-1033/79, 13)This truss Is designed in accordance with the 2018
<br /> JOINTS 1 Brace at Jt(s):43, 10-36=-663/21,5-48=0/576,47-48=0/614, International Residential Code sections R502.11.1 and
<br /> 46,54 46-47=0/595,45-46=0/607,44-45=0/590, R802.10.2 and referenced standard ANSI/TPI 1.
<br /> MITek recommends that Stabilizers and 36-44=0/632,5-41=599/6,11-43=-477/60, 14)Attic room checked for U366 deflection.
<br /> required cross bracing be installed during 13-43=-477/60,1-51-4/312,50-51=-4/312, LOAD CASE(S) Standard
<br /> truss erection,in accordance with Stabilizer 49-50=0/296,41-49=0/296,23-26=-269/40
<br /> Installation guide. NOTES
<br /> REACTIONS All bearings 36-2-0. 1) Wind:ASCE 7-16;Vult=110mph(3-second gust)
<br /> (tb)-MaxHoriz 42-119(LC12) Vaal--87r :TCD£= =5psf;`f Ct3L=4.E s:li=25R;
<br /> 0(Ib)or lass at joint(s) B=45ft;L=36ft;eave=5ft Cat.II;Exp B;Enclosed;
<br /> Max Uplift All uplift 10
<br /> 24,26,28,0(l 30,3e, a, oi 60 MWFRS(directional)and C-C Exterior(2E)3-1-12 to
<br /> -. (LC 18),34=-238 6-9-2,Interior(1)6-9-2 to 19-7-0,Exterior(2R)19-7-0 to
<br /> except 27
<br /> (LC 4),35=211 (LC 18),3=-238 23-2-6,Interior(1)23-2-6 to 41-2-0 zone;cantilever left
<br /> (LC 3) and right exposed;end vertical left and right exposed;C-
<br /> Max Gray All reactions 250(Ib)or less at joint C for members and forces&MWFRS for reactions
<br /> (s)27,28,29,31,32,33,34,37, shown Lumber DOL=1.60 plate grip DOL=1.60
<br /> 38,39,40 except 2fi=49$(LC 21), 2) Truss designed for wind loads in the plane of the truss
<br /> 30=11)44(LC ell 6="6(LC 19),.b only. For studs exposed-to wind(normal to-the face),
<br /> 30=104 (L 3)i 41=661 0(23) see Standard Industry Gable End Details as applicable,
<br /> 36=741(LC 20) or consult qualified building designer as per ANSI/TPl 1.
<br /> FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 DOL3) TCLL:ASCE 7-16;Pf=25.0 psf(Lum Dally 5 Plate
<br /> (Ib)or less except when shown. Cs=1.015);Is=1.0;Rough Cat B;Partially Exp.;Ce'l.O;
<br /> 1.00
<br /> TOP CHORD 1 2---432/7,2 3=-421/17,3 4--397/18, Unbal00;ed sno
<br /> 4-61=-388/19,5-61=367/22,5-6=1021/19, 4) Unbalanced snow loads have been considered for this
<br /> 6-7=1011/29,7-8=1021/39,8-9=-967/48, design.histruss
<br /> 9-10=953/51,10-62=1099/85, 5) This has been designed for greater of min roof live
<br /> 9-102=97 51,10-612=109 9/25, load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on
<br /> 1112-62=-974/71,11-12-490 29, overhangs non-concurrent with other live-loads.
<br /> 12-13=488/29,13-63=-956/T1, 6) All plates are 1.5x4 MT20 unless otherwise indicated.
<br /> 14-13=-1080/65,14-15=973/51, 7) fable:requires continuous bottom rdbearing.
<br /> 15-18=-986/48,16-17=9003 3, 8) Gable studs spaced at 1-4-0 oc.
<br /> 17-18=999/29, 20-21=90/19, 9) This truss has been designed for a 10.0 psf bottom
<br /> 21-22=143/679.22-23=-156/709, chord live load nonconcurrent with any other live loads.
<br /> 23.64=188/709,24-64=-194/704
<br />
|