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<br /> 72Ci Ylhcn Ihrrc or morc cxits arc rcquircd, no morc
<br /> lhan h•�o �rquiretl cxds should enl into �ho FIREhUICES AND CFU�SNEYS
<br /> samc exlt ;y.Icrn. Stttron 3317 (h). '
<br /> 72!) No point in a room m � Guildin� ,hoWd hc morr. 136: Chimniys ;hould eomply wilh Seelions 3703
<br /> � th::n 75 Ic�t to an exit curri:for, cnclosr.d stair ;���� �704.
<br /> way or extcrior ol the Uuilding. SccGon 3317' 139.� Fireplar.cs anJ b�rbcac, shoWA comply wieb
<br /> ���' 'ScUion �707, �
<br /> �22. [,c�G�,r, mro��n adioinin� rooms should tompiy
<br /> wi:h Scclion 3317 (d). • 1'INISH 1'lORK
<br /> 123. Panic hardware i; required on exit Joor. servinr, -
<br /> rcoms contain�n� ntorc Uian 100 uccup�nts 140. Thc intcrior viall and tc�ling finishes shcu't I:c � I
<br /> and in corridors of Group C Oetupaneics. Sca speeificd and eomply vntli 1'abic I.o. q2•� artl
<br /> ,tion 331% (j). Section 4.'.03, �
<br /> 12;. Every room ?� a Crcup D Occuparcy shouid have 141. •Gyp:um v;allbo�rJ (interior lath and'�:!r;er)
<br /> access to z; Ieast trio Ie�al mcans of cEress. eannot be ins:alled on �:eatherve�nes�J s
<br /> . Section 3318 (a). faces, �ecQons 4705, ]711. Sce Sec;ion 42:
<br /> � ' ' , tor Jefinilion of vre.thcr exposc�l surtacc.
<br /> ' 12>.' �oors from b^Jrcoms and via«Is ol Group D 1A2. SIc li
<br /> � Uccupancies �nd zll ezit op^ninrs v:l�ere non• Y�C.hls shoutd tomply vnth Chanter 3•:. P:a,:ic
<br /> ambulatory pa;icn� .re hou;cd shoulU have a s4:ylighls :�rc .Ilov:cU only urdcr tP,�^,onCi:lons
<br /> ' minirmm� Cear vnuth of 4�. inches. tJo pro• � specilicd in Ser.tion 5205.
<br /> jecliuns in this e:iJth are alla::ed. Seetion 3318 �q3: Glass .nd glazinE should ecmply �uith CI�.-.-`er
<br /> � �Ib). ' Sq, Ty� ' and thickness of �lass shouA�Cc
<br /> ]2"v.`� P�nic hardv+arc is rcquircd on cr.d dcors scrving � pecihcd.
<br /> morc than 50 cccu;:ants in Gwup D Occupan• 1t4. Glass and glazin;, in haxardou, locations ;houfd
<br /> eies uNess thc:e is no latcb or Iock. Section eomply with Seclion 5i06.
<br /> 331II (f),
<br /> • � . - STRUCTURAL "
<br /> FLOOR� ROOF C07i$TP.UCTIOC�, CD1'EP,IIiG, .
<br /> SKYLIGHTS, �OOF STRUCTURcS , ]45 Speeial inspccGon in ecnfcrmanec wF.h Sce,i�� '
<br /> . 305 Is reGuired tor tne foliov:ior v:orY,:
<br /> ]2L The space beP::een v:eod fioor construction znd . �a) StrueWral concrN.e where the Ce<i;n is
<br /> basc:I en an uRirc;tc tocip:c.:i�r o-trc:::;:'i
<br /> a�suspenCed ceil�n� Lctovf shoWd Ce drvided in excess of 2C00 Geurd; ,er s,uare Er�ch. '
<br /> iNo arezs no[ exce^amg 1U00 square feeL � (b) AII wcidim excc t where tlene in the shc
<br /> �� Scelion 251/ ;^_), ' of an ap�voved ��ncator. �
<br /> 72?.' AL'¢s o( co:nhustiole m3terial should te tliv�ded (c) InSlel!a7iun e( high ;tren�ih bclls. �
<br /> � mio nreas nat e�cceding 30JJ (9�J0) sGuart (U) Pres!rc,sing worY..
<br /> � l tceL Scttmn 3205 (b). � (c) �.tasonry e:mk rtGuired L•y Ch_p;cr 24. �
<br /> � • 123.i Ro�l dr�insgc st:ould bc conAuctrJ und,r lhe 146. Soil classiliwEion in conformancc v::tB T:!•!± ';a.
<br /> - puGlie sideeialk. Section 3207 (ej. 28�E3 end ........................... poimds per sGur.;.• ,
<br /> .. foot soil 1>caring valuc uscct in Aesic,� s!:cu�d ,
<br /> 130. Ornflori tlrai�, hav�n� •`e same size as roo( be specifieJ on plans. Section 2905 (o).
<br /> drain; and un inC=pendcnt d:ain lines ate re• •
<br /> quired. In licu of this, ovcrflo�:+ acuupers three 147. The founJa:ion invesli�ation report me^tiorcd in
<br /> � limes(hc si:e ol rcof drains should [�c installed P��n;vi�s not induded in dala for::arded to us.
<br /> in porape! �•raiis. Uvcrflow system should have It sho;ild b^ su4^ii!;ed for revirn.
<br /> , inicls IeCzted 2 inchez ^bere the lo•.v points 148. All masonry or contrcle elemenls resi;ling seis-
<br /> ,e( Ihe rooL Section 32J7 (e), mic forees sf;ouid qu�lify as rcinforced ete• •
<br /> ' � 131:' Thc aggrc�,ale area of penthousr.or.d o:her roaf inents. Seelion 2311 (k) 3.
<br /> s4rectures cznret cxcerd 3J��� p^rcent of the 149. Prcwst wnncic r.ail pancls arc limi;ed to an
<br /> supporting rool arca. Settion 3601 (D). ' . ��/� ralio o( 3G (25). Section 2616 (t).
<br /> , � FlRGta"fIKGUISHI1rG SYS7EA1 150: \5'nod memb,.rs may support loads frcm r.�a•
<br /> sonry or concrvic only Undcr tlie conAl;ir,n;
<br /> • spccificd in Section 7.516 (a).
<br /> )32. An approvcd aulomalie liie�extinguisliin�sy;tem 151: Struelural wttulation, should Lc submi;ted to
<br /> • in �hc ............................................ is rcqoircd. . jusli(y Ihc adcquaey o( lhc stn:cturat sy;tem
<br /> Sect:on 3602 (b). lhi: indudes blind cp�ces in resislin� seismie anJ v�ind IoaUs, ,nC sap•
<br /> e���.oscd w�holly or pa-tly by comGustible com portin� Jr,d and Iivc loads. This intludes
<br /> strucliun. ' foundations.
<br /> 7?3.1 n��slandpip:s aw requi�cd in builAings four or 152. Justilying e,Iculations and dctails shoutd L: p:o�
<br /> � m�re �toiicc in hcight. ScUion 35J3. vidcd for......_._.................................................
<br /> 13:.Il';cl SIinJPi�es are rc�ui�ed as s�cci(ietl ir1 SeC• • ......•............•.'._••.....•••.•.••..•..•.......••.••.......•.......
<br /> fion 3Fi0�1. 153. �Roo(s sl�all bc designcd inr SIIOY/ loads c.'
<br /> ' ' ...... ............... p�un�; per squorc foot. SeCicn
<br /> l'>S.I CoiiibinaGon stanclpipcs .m �cquircd in buflJ• 2305 (c). __
<br /> IOrS CACCdIII[; SJO ICCI IIl IicighL Seclion 3G05
<br /> ��J. 154. 71�c ronf should Lr.des{�;ncA for uplift vrin:l prc;•
<br /> ]36.° Guildin^; six slnrics or morc in hriglrt should Lc smc. wi(I� !Inc[rnuidcfaUon fnr latcr:d �im(..�rt
<br /> ' ' f�owdcd e:;ih ool Ic;s ll�an onc sl:indpipc dur• �f tompression flanges nf Ilcxur.�l tncribcre.
<br /> • ii�i: coiutmcticn. �rclinn 3F:Oi� (b). ISb. 1'Innr loacl :Ii�ulA considc� a .'.O�poun�l P��r
<br /> l;i.i fnri�atiel:��i;6in,^, s�;lorn plans :.huulJ be ;ub. Squarc Inol p:nlrtimi Ic:�A. ;^tlion 2:fU2 (b).
<br /> � � miticd to yau W dctrnumc eomPh.�ncc wilh 150. Id�iqur.es e.LmAd Lc dcsigncd Inr o f.0�pound per
<br /> applitaLlc Ivul:lin�. p�umhml', and lirc codcs. squarc fool livc luad. 1'.ihlc IJn. 23�A.
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