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���pp � �Tmss �1ms5 Type <br />JI]03]18 �W] I(WGPOST <br />PmBUW Mvpion. Mnpan.WA9LEIIl, Jme <br />t9J.5 _st4e_.__ <br />�--- __ _ _-- - - -� sio-e <br />eoo ��1 <br />d r}I �i 3i4 �. <br />__ ..�G'ry �PN I�oceManeY�:mB -. . - <br />ICb89lW <br />_�� _ � JaERelxerrs�oQanap _—I <br />] i50 s Aup 25 3f11 t WTek InOufbbt Inc TM1u Mry 0] 113103 AtI Paya 1 <br />IO7bkK00rpo359t778oMeox9zO8k9jNsjQCACSBNN�A�T k'l514r�r�_�eX10voMowzKV9% <br />___ _�- <br />ae; <br />sio-e <br />�\ i <br />__ > .$ <br />]aC ' .. �,� d <br />19<L <br />Sw`¢'�1]JS <br />1915 <br />___11.40_ _ _ _ _ _ -___ . <br />� . _510�0_..__ .__' _-' .- --' - _. 110.L . <br />. . _-. _ 510.8_ -_- . . _- _. -.-- - --- _ __ - - -_ _ _ _ -_ _ _ <br />__. -. - _ _- <br />_ -_ i <br />LOADING(psp � SPACING 2-00 � CSI DEFL in pac) Vtlell L!E 1 PLIITES GRIP <br />TCLL 25.0 Platesinuease 1A5 TC 0.32 Ver1�lL� 0.06 1-5 >999 240 M120 1BSnaB <br />�COL 100 Lumberinuease 1.15 BC 0.39 Veh(TL) A.14 7-5 >996 180 li <br />BCLL 0.0' '� RepStresslnu Ies WB OA2 Horz(7L) 0.01 4 nla Na I yyeignt:301D F7=20�.'� <br />BCDL BD � Code IRC2009ITP1P007 i (Malnc) � <br />_. ' . - ___'._ -_ - __._- _`__. __ _ -__ — <br />L4MBER � BRACING <br />TOP CHORD 2%4 HF No2 TOP CHORD Stmclurel wooE sheat�ing directly applied or 5�66 oc punms <br />BOTCHORD 2%4HPNo2 BOTCHORD R��g�ticeihngEirectryappl�eaorl0-0.0ocbracing <br />N'EBS 2 %4 HF S�uC/Sitl <br />REAC710N5 (IOlsae) 6=460I0�5�8 (min.0�1-8),4=460/65A (min.0-1-e� <br />Max Hoa 6=-43�LC 3) <br />Max UpIRI6=44�LC 5), 4=14�LC 6) <br />FOftCES (Ib)-Max.ComplMex.Ten �Nlfomes2L-0ii0�oricuexcept��l'�u^.sP:crn <br />TOP CHORD 1.T=.74fil37, 2-3=-7A[�35 <br />BOTCHORD 1�5=07616,3�5=0161G <br />WEBS 2-5=0266 <br />NOTES <br />1) Un�alance0 rool live loatls have Oeen cons��.ticretl for lh,s �esgn. <br />2) `MnE'. ASCE 7-05; 85mp�; TCDL=G Opsl, BCDL=4.Bps1, h=25t1�. Lal II�, Exp �, encloseC. IdV.'FRS �low�nse� ga�le end zone', caNilever <br />lelt antl riq�l erposeE ; en� ceniwl le/t anC ng�t exposeE; LumOer DOL=1.37 plate grip DOL=1.33 <br />9� This truss �a. Geen tlesignetl for a 10.0 pst Cotloin chorE Irve loatl nonconcunent weh any ot�er Irve IoaCs. <br />4)' This Wss �as 6een tlesi9neC �or a live loatl o120 Opsf on t0e Dottom chorE in ell areas whem a rettangle 360 tall by 2-0�0 witle wi I <br />lit �etween I�e �oL'om Uacf and any ol�er members. <br />5) Provitle mechaniwi conne�:tion (Ey athers) ol truss to Dearing plalc capa�le ol we�stantling t001b uplAt etjoinqs) 6, 4. <br />G) This Uuss is tlesigned in a:.:.orCance wfl� t�e 2009 Intemalional Fesiaenlial COEe sedions R502] 1.1 entl RB02.102 anE relerencetl <br />StantlalG ANSIRPI 1. <br />7)'Semi-rig��0 pAc�Dreaks w��h hxeE heels" Member entl fia�y motlel was use0 in the nnalYsis entl tlesign ol lhis Wss. <br />LOADCASE�S) Slantlard <br />�WAPYiNG�VenryJesgnDvnmeleq�n0�ta4nqeeonl�isTmsfOoignOrvwm3aMircNCeU�NReleronce <br />wm br uae wmi MiTex wnne7a D�+�e� onN. TOn aeH9n u o�ua m�Y upon Ceume�en �rosn. mG b kr an r <br />ot a+pn Danmolen eM pmpm NmryronWn otlnb �umpoMm It iespomidNy ol bnbnp Uesp�a� or owror ol <br />CeupnrtAnf fMi"n on �nl"nUNI we� �M N�'N mtmpen �0. Ix wmpreaym EUULy oMy. nq foNuaanp Ve: <br />d.a9mvl Ma�ng lo ir,ure 9aUtlnY dun� Um�m:tion is I�e rtspOns'v�IRv ol lne nxl�Fet 6�]A�otvt plm�.menl E <br />vl'erc5 -�y �II� L J Ja on II . i<i fc - Ig Aanc! 4 4 qE 10 �e3D� <br />�.� i.ea,,..re„ , _„fusi7n.00eao,�o.,iio-.�.�3c��.o� <br />..�.... ai.h. s..,._ �i'e�„� <br />eemm uu <br />ol l�a ovenl pruqum <br />ua��n� wnvol tton9e. <br />a. + de nom <br />NSP.PH D��. <br />May 2,2013 <br />I <br />CONSULTINO ec <br />_1 <br />