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ac-2011-00178_0004.jpg N r In lieu of structural Panels or rigid ceiling use PUrlins: Wind reactions based on MRS PreS6LWes. T_ CHORD MACTNG(TN OC) START (FT) END (FT) WD Be 120 0.15 23.85 Bottom chord checked for 10.00 psf non- concurrent bottom chord live load applied per TRC -06 section 301.5. Q Deflection meets L/240 live and L /180 total load. 9X6 _.: , '. rte ,.,./ ' / ? X3 LU 4 u= 3x6= SX6 (A", ° 5X6 (A2) ° 1 < - 2 -0 -0 6 -9 -14 5 -2 -^ 5 -2 -2 6 -9 -14 6-10 -4 6 - -8 8 -10 -4 12 -0 -0 _I_ 12 -0-0 _I i me 24 -0 -0 Over 2 Supports R =1696 0 -63 W =3.5 (2.66" min.) R =1696 0 =63 W =3.5 (2.66" min.) RL =96/ -96 O Truss Weight: 95 1b. Design Cr iL : IRr_200r, /TPI -2002 (STD) *' + +st1 g�Q j I ►1,jt PLT TYP. WAVE F'I /Rl'= 20`%(04)/10(0) 9 !!�•� G ��y:1 NE /- /l /- / - /R /- Scale = .3 " /Ft. C W M > I•"nDtTrrrr, ..SM V20=U MAXIM zxruu=T=. D xm. EDx➢=. nzrxW57nLr'm—DRAC * REF 87552- 17�U7 L� —%A To rsz la .Wm I oa�nma sxnm IIrCRID.IICn. SM15 0 DY = ITrOE9 ➢uz m . •• r TC LL 42.0 PSF / 5 IL➢Irx Lrx :"�RRT. II:. Au:QA:IUI[tA, vA, zzlLa, Aqq W]CA IaR]U TR)nD aallcn m AIm[SCA, 6x00 • an 06 of • tzaxer➢nzce LT"Q. ]IAD:EwY, wz M LLVI = ELa!err x^ — E Iw.a[ ro L'elYOwmc DDec¢ rv:lcrmate. ➢t" VC UCE A. • TC DL 10.0 PSF DATE 12/07 CTgQ ➢.GIx]T ZtIDI=TTD i� CgC➢D :g11LL pAVC MM- ATYACNQD OTYCCxU➢AL —0 NtC ➢: TrttY CgMp 'JgISL " � d ➢➢.O➢T➢S ": JITTHCIiTO RYQIG CEa3Dla. / • ~' e ; FI J-PlY VN �� EC DL 10.0 PSF DRW MOUSR]552 093-11009 *IOQ!ORT7lNT••rrmi"ml A crnr ° rnxc cram" m ns rncrAL4Arxcx cm"nACSUl. r)rl a➢nonta cr»mx"rr. r. ALPINE °On➢ T " " "ALL MI nz nQnwnmmu. Yon AM• svv xa rno" msE rscr a¢ MY YAr ] 8 ro mxLq xne Tetra c��.�A 0 BC LL 0.0 PSF MO -ENG BAF /BAF IS: CCOn'[anUJlCq WtTll —: [qi rAMICA'1'IRG, IIAxIILP.IE, gl[➢➢ItL, nIETALLIIC !, MTC . - TRUEUQa E %4 STIDIi O:t"OD/LT NITq AFDLICADLQ D➢pJI]IC" ^. +)4 NqE gATIL9tAL gCIG[x 16/ DT W 4➢A) AYp TDI. p '+ qo LQ.'F.1:CTOR HATI`I AY1 MAl•E OI' :4/LU/14UA ,I,.x;:,S /><, A UTN A6,z «I„oQ .taJw ,TL. qrq ➢ql SAL SQL AYFLT % r �c°' 1� TOT. LD. 62.0 PSF SEAN- 8036 REV' ➢Y)iiLID] 1401. -L. _ ` x<.\•C I %MlTrp[ cl iLATDE YOLLfR.EU DY l nT. A)UiQD .Al rC rrTtnn: at0C1I. YQA P rq! TUTS ,� �/ �••e•••e�• -�,`' iTW Build Rh ing Components Grou 6304 p fie. 6Jwr m ngncATTS A I.T. M MT TAKE SL R=9V0IC= ®IOII=VA AR0=:IDILITY SOLELY m. ME T=S colm«sc �j��f�L �� DUR. PAC. 1.15 FROM [iAF cap Fa Cil ,MO 5 rE S cwvuL. A ILM X. =9 cc T., oa"camaT T. X1 D==IM Ts T. Rxwcm MZLITY W -..0 y OF Nib 9 NE COA NCA1555 c no:l c czaac rn. LZA x"ax/rrx L ]QC. z. !r ► tt ► ►li►►� �� + PAC ING 2 4 . U 11 JREF- 1 T'x E'/ 5 2Z 01