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12G:IYlhen Ihrrc or more cails are rcauired, no more <br />L`iJn tvio icquired ezds should exd into Ihe <br />samc ezit system. Sect�on 3317 (h). <br />12 f!o Doint in a room m a buildni� ;hoWd bc morc <br />Uran 75 fci�t tn an exit corriAor, rnUoscd -tair <br />, v�ay or catcrior ol lhc bud0ln�. SecUon 3317� <br />(�)• <br />]22. f.citing throu{;h ad�oinin� rooms shoWA comply <br />viith Setlion 3317 (d). <br />723. Pa�de hardvrarc is repuircA on exlt doors scrvmr, <br />foom5 containin� moic than 100 nccupants <br />anJ in corriJors ol Croup C Occupancics. Sec <br />. tion 3317 (p. � <br />12,.' `f•�^ry room in a Croun U Occupancy should have <br />access to at Icast Iwo IcG�I mcans ol cEmss. <br />Seclion 3318 (a). <br />7'f�. Doors Irorn beJrooms and wards ol Group D <br />Occup,ncies and all ezil opening: vd�ere nom <br />ambulalory Patients are housed shoWd have a <br />minimum cicar width ol 44 inchos. Wo pro� <br />, jedions in ihis w.id;h ;:rc allor:ed. Scction 3318 <br />(b). <br />]20.`� Panie hard�varc is rrqu�red on exit doors serving <br />I riiorc Ihan 50 cccupants in Group D Oaupam <br />Ieies unless IhCre i5 no lalch or lock. Section <br />331II (f). <br />FlOOR, RUOF CO�157FUCfION, C01'ERING, <br />SKt'LIGHTS, ROOF STRUCTURES <br />7D: j The space betv:een v+eod floor consfruct�on , nd <br />Ia suspended �rilln� Le;ov� sho�iid bc divided <br />inlo erezs nol exceedin� 1G00 square fect. <br />� Seclion 2517 (e?. <br />]2� �Altics of comhuslible malerial shou�d be divided <br />into arcas not c�:cecdmg 3000 (9CCU) squarc <br />fcM. Scc(ion 3i05 (b). <br />723 i Roof drinag� should Uc conduded under the <br />puLlic sidc�valk. Setlion 3207 (e). <br />]30: Ovcr(lovi dr:in5 heving ;;:c <amc size as roof <br />dr.ins and on ind^pcn�lent tlrain lines arc rc� <br />quired. In lieu of ihis, ovrrtlow s<uU�crs ihrec <br />timcs Ihe size ot rnol Crains should be installed <br />in pzrapet crdis. Ovcillow sys!cro shoulJ have <br />inlcls located 2 indics zbo��e Ihc low points <br />ol thc ioo1. Seclion 3.'.07 (c). <br />131. i The a[;grep.alr, arca of penthouses ar,d o;her rcoS <br />5!rutlure, eannet excecd 3Jy� percenl ol the <br />su���o�t��� woi a�N. Se[tion 3G01 (6). <br />FlRE•GaTI�lGUISHR�G 55'STflld <br />132.I An approved aulomalic liie�eslinpuishinr systent <br />in Ihc . is mquired. <br />Seclion 3302 (b). lhis indudes blind ;paces <br />encioscd �vholly or pa-lly by combustiDlc com <br />siNtlipn. <br />1?3. i Dry slnndpipes atc rcqui�rd in buildin�s four or <br />morc e.terics in hrighl. Scction 3&03. <br />13:.IYlcl SlanJpipes me myuired as sprcilicd in Sec• <br />tiun 780�1. <br />135.I Coii�binalion ;tandpipcc aw requi�ed ii. huild• <br />ings cxecdinp 7!i0 (CM in hciphL SeetiDn 3II05 <br />�i,�. <br />U'E, i fuilAings siz [.torirs or morc in hcight sl�uuld bc <br />providcd �vdh nnl Icss lh:�n onc �landpipc dur- <br />inl'. cnmdndion. Srclinn Ji;OG (6). <br />13i.1 Fire�<��iii!;uic.hmit systont Plam ,huu�J bc sub� <br />IIni�lcd �o ynu Iu dvl��uwnt crnupli.ii�n wrth <br />applicoh4� budJinC.. PhnnhinC. aqd fvc cndc:. <br />FIREI'IACES AND C1111dNEYS <br />138. Chimncys shoultl comply wi(h Sedions 3703 <br />. nd 37UA. <br />139. Fireplar.r.s and borbecues shoulA eomply with <br />Sccliun 3707. <br />RNISH WORK <br />140:I Thc iNerior wall :md ccilinn finishcs should he <br />speCiGeJ and eomply •:nlh l�abl� Ho. 42�U and <br />Seclion 4203. <br />lAl. �Gyp;um xallboard (in�crior lalh and pl:.ster} <br />eannol be inslillcd on v:caUicr�expe;ed surv <br />faces. Seclions 4705. ]711. See Section 4'l.A <br />1or dcfinition oT wealher rrposM surfacr.. <br />]42: akylighls vhouid mmpty viith Cliaptc: 34. Ploslic <br />sYyli�hls are atlowed only urdcr U�,e conditions <br />specified in Seetion 5205. <br />143: Glass and glazing should cmnply viilh Chaplcr <br />54. Type and thickness ef �lass should be <br />specilicd. <br />144. GI� ass- and glazing in ha�ardous locations snouid <br />comply e:ith Section 540G. <br />STRUCiURAL <br />145. SpeNal inspectton in conformance v:itl: Sedlon <br />30S is requircd for tiie lollo�vi:+� vrork <br />(a) Siruclur.^.1 eoncre;e where the tlesign is <br />based on an v;;imatc comp:crive strenglh <br />in extess of 2C00 pcunJs , er square inch. <br />(b) qll �eeldinp, except whcre drne in lhe shop <br />nf an ::GPrwed ;abncalor. <br />(c) Inst^Ila;ion ol hi;h strenEth bclls. <br />(d) Pres!ressing v:ork. <br />(c) Atasonrv �•+o�k reGuired '�, Chap:cr 24. <br />14G.ISoil da;siGcation in coniorman�c w.i!h ToLle f:o. <br />2Q�6 .^.nd ............................ poUndS Pcr squarc <br />foot soil bearinf value used in design shouW <br />Ge speci(icd on plans. $ection 2905 W). <br />147.)The foundotion im�estiga;ion report mentioned in <br />p�ans was noi in[Iuded in dala ton•:aNcd to us. <br />Il sho:dd b^ subrni!ted for revic�x. <br />146. All masnnry or eoncmte elemenls re,is;ing seis• <br />mic Icmcs sl:ould quaGfy as rcinforced cla <br />ments. Seclion 231-0 (k) 3. <br />I49. Ptecast conacic wall pancls arc IimiicA to an <br />• h/t ralio of 3G (25). Seclion 2G16 (e). <br />]50. Wood membcrs may support IoiAs from m�� <br />sonry or concrMc only undrr the conditions <br />speCificd in Seclion 'SIG (a). <br />151. Strudural ealadations should 6c suLntitteJ to <br />jusli(y Ihc adequacy of ihc slruclural sy;tcm <br />In ic�islin� scismic :c..l viind loads. and sup� <br />porling J:ad and livc IoaAs. Tl�is indUdes <br />(000�81i0115. . <br />152. Juslilying [akulaliom and det. ils 5hould bc pro� <br />vicicclfor ............................................................ <br />153. RooL sholl bc Acsigned for snow loads o( <br />' ...................... pounJs per squarc IooL Seclion <br />2305 (c1. <br />154. Thc tonf should bc dr.5il:��cd fnf ��ni�n �•,��,d �«s. <br />' slllns v:ill� �Inc cnnsid �iaUun lor lalcial support <br />M ennlpres,ion Il.inges nf flexllral iucmbm5_ <br />15!i. I�Inor load should ton•,idcr a 20•P���nd per <br />squ,�m fool p:uldimi lood. ^rr,lion 7:i02 (bJ._ <br />]SG I.faiqncr: �.hnuld 6c Jrsqlncd Inv n f,0�powid per <br />!.quara (nu� livr to.id. L�l+lc Ho. 23�A. <br />