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<br /> I • For essontial faclities,hanger wiro cr•ine�uons must be capable o1 carrying hgurn 5a
<br /> 200 pounds r�nd brqr.ing Isplay�wnns shall be cnp�bin�I carrying 4A0 poundti, '-' '
<br /> sho(-in Flncho�s in c�xicro�o a�e noI permi�iod for braang wires. • � ��.,. �+
<br /> . .. . �� ,� .. .� a�. �,� �.
<br /> • 13r,�;,mE�wiius Sh;dl bu aU.�chod lo Ih�pnd and lo Iha Struatum in s�r,h a nwn-
<br /> ner Ihat�hey can supPort n design load ol no�less ihan 200 pounds a Ihe
<br /> actual design load,with o salety lac�a o12,wfiicheve1 is grealer(fir,ure 6b) -•--•
<br /> 'raNrn Ogf,1 c v�n..3 J
<br /> • Powder drrven lastensrs must bo npproved fa the opprc�date loading.
<br /> o�,r::c,�tiC� /rr.'�:n.h,. i,, �,:• - — —
<br /> • Terminal tmds o1 oar.h main boam ond cross tee must be suppatod within 8
<br /> �nches of each waM with a pe.imote/wiro(see figure 4 8 5 hL '��, ^�:�`����:��•�. �^
<br /> hgure ib•Countersloping
<br /> Electrical fixturea � �
<br /> • Light hxturns welc�hmg IoSs Ihan 10 pounAs shnll hnvr nne 17 qaq��hnnqrr '
<br /> vnre camacted Ircm Ihe lixtwe to thr�;iru<iure abovu. ihis vniu in:rv be slack. .-L.. :;.,
<br /> .,�o i i��..a�.,.:n.� . u. . � �
<br /> • Liphi lix�uros w�rghing more Ihan 10 pounds pnd luss than SO IbS. shall h.wn ' �
<br /> two 12 g�ge wires attndied a�opposing corners ol the Pphl fiK!uro to Ihe
<br /> structuro above. lheso wves may be slar,k. ��� �_ �,�:i�...�,�� :-.��".+^
<br /> • '.iqht f iKWres weic�hin(]moro�han 5G Ibs. sha�l be suppa�ad by drteclly fran
<br /> �ho strur.lwa abova 71.eso wnes must l�e tauL., �,,,.,�.�.i..:�..� , �. .+
<br /> Lqurr f,u
<br /> . I�i:ndant muunled hatures shull br.Jue<�Ily=uppaled horn Ihe Stiucture:�bove
<br /> .i;inq a 9 qOpo v.�ne rn ,�n n��provnA nl�ematn suPP�rt vnthrnA usinq tho r,eilinc) v.rnr..i h.npnwv.ni.r.nm.m
<br /> �:�r.�,n�i•dnr���A��.tnni�niifnr�-1 ��i1'P�ni .. . . . .
<br /> �.�,� � "
<br /> • i.in7ori'd,iuio�.in,ynti�.:�. . :�nin.�i�:nc', . . �
<br /> �,u..�U�rai� n ,.�.. .
<br /> .i�.ngcM1V ' „�
<br /> Mechanfcal Services
<br /> • Termii�ols or;��rvi�r�s�veighinq 20 ILS but nol inorr�han SG Ibs inust havo P.vo ��°"" ---- —'— -
<br /> 1?qai��mvw����,n�,�unq thnin lo thr r.ciluiq s�:t,�n h;�nqq�s oi �hn shudure
<br /> - .�.,u.�.,i e.i���.,,�.,�,
<br /> ❑hove lhrsr wi��s inny Ya slnr,k.:-���, .� .. c,. � r � . , , .
<br /> • li�nn�nai� nr�n�.,r,�s vtt•�qhn�7 mrnn R�an Sfi Il�s.must br mdecondenUy
<br /> �.:ipp.�it �1�bi�.r.Cp hr,n Ihr,sinir.�inc ahovc 11•r;,.Vnn.,, Or�urr Fh
<br /> 'muct hr.I�ud.
<br /> . . . . 5y1�Yed�elamic bnclntl wM1��B�chment
<br /> Sciamic Separation Joints r„i„�, ;, m,'„�';,,,' ^'" "' "` � �'
<br /> „��
<br /> I`or rcil�n{I nr�as oro�i�nny I��00 squa�o lor,l,u smsnnc seP:�mtion�oin!n�h�ll �,i.u_m,ei�.,,,�,��.��� . . - ,
<br /> hrr,�hl v.�all��ait�bnn ih,il hrr.ik^.�he ceihnq sh,�ll Le piovirin�l ui:l�•s=an:ily�rs me ��..i si„n,�'n•n�.,:��..��.i. '
<br /> �,ar�,mned of Om cuilin�s buein{)sYs�Cni.closura anyles and lux�elid��uns lo P�u �. p.'ye�������m�m �
<br /> �idc sullirienl ctearance �. ,,,�� f '�. ,..,....��� : , . . :�^�."; I
<br /> Rv+InymA and locn�ion ot�ho scismic s�arahon�oint shall he par thn dosiynar '�"��"'°'"'•:��°�.���.�"°..�`.�„
<br /> ol re�aJ ond no�ed a�the plans. II a seismic sepaq�lion joint is requi�ed by�he
<br /> rtr��_�ner,Ihe desgnor may uso the gmiwic joml del�i�d�n�hu dxument or�pro-
<br /> pn^tary pint.Tha umount ol hre mcv[enent(9��d�F�g��l shall Ln pm Iha clesiqnts Oryuro I
<br /> ol�ucoiJ
<br /> Special Inspectlons
<br /> ���e.zdmspc�.6,�n�:ni.itil�riv:�.in��.fl�y !nr•��u��ap.D. ��, im�r� �q,.�niti i-�nLr_��hc
<br /> lora'huAdm<1 drl�a�imrn�.
<br /> Sprfnklers
<br /> I u� ,:clni�s�viihoul uq�d lNacniy, sPnnFlei head V�viatia�io��s shall heve 2 7 inch
<br /> n�.r�si.o noc�, slec��e w ad;ipte�thraiqh the ceiing uio to allow freo movemont of al
<br /> ira�! 1 in�h�n nll lien;nntal d��ectinns. Flevd��e heaA desi9n Ilint cin accommodate � ' • '
<br /> 1 vi hhP„m���tnrn�5ltT��•^��^rmtlr�l.�5�9ni11tOrn�l�o � . . . . ar..,pl,,•.� �o•,,�"
<br /> . . �,p� '.'�P
<br /> I��'.�..�.i 11..lI
<br /> v ���•�.�Yd Ff�V��I A GFIUNO PI1�11�u•SIHPEN5i0':;,vSIL�15 f qq q�;ptIS�ICM �Av W f:UUhGS�
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