ac-2011-00178_0003.jpg N r
�V See DWGS A10015050109, GDLLCIIN0109, & GABRST050109 for gable wind Wind reactions based on MWFRS pressures.
�r bracing requirements.
'truss spaced at 24.0 OC designed to support 1 -0 -0 top chord
Deflection meets L/ 40 Live and L /180 total load. outlookers. Cladding load shall not exceed 5.00 PSF. Top chord must
C not be cut or notched.
Hottcm chord checked for 10.00 psf non - concurrent bottom chord live
load applied per IRC -•06 section 301.5.
yX4=
:c1Y
o
ti
•r 0 - - 3 - 15
0 - 15
t
3X9° X = 3X4=
LC 21 : J �¢
1_ 12 -0 -0 _I_ 12 -0 -0 I
i de 24 -0 -0 Over Continuous Support
R =158 F'LF D =7 PLF W= 24 -0 -0
RL =4/ -4 FLF
M ote: All �tJ Yrua; eiyh Pl ates
112 lb.
1re 1.5X3 Except As Design Crit: IRC2006 /TPI- 2002(STD) 0
PL'I TYP. WAVE FT /R1'= 20`x(0%)/10(0) 9 I RV. +Ari• :1 NE /- /1 /- / - /R /- Scale = .25 " /Ft.
+ +"ARNIK — VVSTI5 rirW9r L %SPrI¢ CNL 1X TND.IMT=d {IX1 XM, 51np➢_=. w nnLm 149 ...dr
• xxa<a
s
ro C ' REF R7552- 47572
L� era rsx 1wxLOIx cxoa�n srrn xa al. tt soaLUxro or rrx I=" oLArr msrsxvrc rr • • T. LL 92 . D P
IYWTN ur mrxn. aulrs xl:. nv::unlwu. �•r, r»w nxu w:cA ronw rwnr Lwvca ar ucxzu, txoo /'� Ot'>•
mxcnrnsce Lnxe.:lwxxa. WI errloi rm ruexr rrxcrrceo nam xa C0@CNCQG :mne rmaCTLau. 1rtrs5c U V E A Ti: DT, 10.0 PSF DATE 1 2/07/09
orvr5 Ut XHWMTCG Tr C�9a si4LL ON= ATTMUZO 5T=TUPM M
ow.mmLr T. L0 Tuc N TW Cxarn Sxw.L H—
x naarss :T: x ^_:xcaxn axoxc Qasmo. °m •"r
••ID�OR'PAN'S + "ron:rrw a relw• rm rnrs R.trf.N K. nr: msrrtLr,:In: eclmurcn. srsa nx:LOnr: ee+mwienr.
m a �QhNM �, BC DL 10.0 PSF DRW KOUSR7552 09341 X56
ALPINE I `l 1— - ` cr.wr xn r rfi,rAnxl T1mr rxr5 �,r�,. r• -I— To wzLn TnE —t � : E -6934 @ � o BC LL 0.0 PSF MO -ENG BAF• /BAF
a r —: �1 1•nm,lcnrlxc. wwnLllr.. wllrmrxc, INSxnLLirc < cram. - --$ s • l
�.y B•. -- — IGN CCI"1:W15 WIT" A95LIC U x9IN25xGi5 CB MS IlPrxar+AL =='T 5=. n1' —1 -0 Ta Kale[ q
oexa:Tea XV 4N In 20 /LC /14Ux eW,x /WO /N) AJrN AUx a4ac+a;a {x, V....1 anw S:aL. NsLT �� _•� • • m ` w ° ' TOT. LD. 62.0 PSF SEQN- 844 RFV
lrva5 um, uxLryS orx.,.rrl�,: LS�G.TlU :� :N :, r�wl. X, 1 — , - no �xxrll.r >,rr fA,NrITNS x�a.:. J�.
C" wr nrurvsrreaa ea rl.�rxs rouraxn nr 111 rnnr.r. nr. rim srr T n emu. ear Tnrr. •• ••N!• •• ���,
` IrW Building Cbmponenfs Group, Inr VG M=CATW �WTMVC 6• VPMXOVX0= CNGM=126 Y2G=UIOILITI' 9MCL1• .Y TIM T5n5 cam-.amrc � i y R 'J ' ti� DUR. FAC. 1.15 FROM
BAr
V/ Flit¢ Cil MOfi300 s5xe" :xaur. T.. —.1 X. "cs er —1 ---n 7= A . CVTJING LS T. PITV:59ILIZY It T6C
® NTiCOAKA1555 colL011ro Ca IC1aa5a5 Mail- L S.C I. /Irt���to� SPAC1*lTG 29.0" JREF- 1TXE7552Z09