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120: � Whcn threc or mme exits arc requireA, no more <br />than hvo requimA erits ^haulA czd into the <br />same exit syslem. Stttion�3317 (h). <br />121:I Wo P����t m a mont in a buiiding should Lc more <br />Uun 75 fccl to a� ezil cmridor, endosrd stair� <br />way or eitcrior a( the builtlin�. Scction 3317 <br />(c). <br />122. Exiting IhrouEh aAjomin� rooms should Comply <br />with Setlion 3317 (d). <br />123. Panic harAware is rrquired on exit doors serving <br />rcorns containing morc Ihan 100 occupanis <br />and in corridors of Group C Occupancics. Sec� <br />lion 3317 (j). <br />] 24 � cvery room in a Group D Occupancy shoutA havc <br />a[cexs lo at Irasl iwo Icgal means o1 e�ress. <br />Seclion 3318 (a). <br />125.` Doors from bedrooms inA wards of Gzup D <br />Ccnipancies and all ezit openin�s where nom <br />ambulatory paticnts are housed shnuld have � <br />minirnum dcar widlh c( 44 inches. No pro- <br />jedions in lhis width arc allovred. Scdiun 3318 <br />(b). <br />17.6.�ardwarc is reGuRrd on exit dcors serving <br />more Uian 50 uccupants in Group D Occupam <br />I� cies unless there is no lalch or locic. Se�tion <br />3376 (f). <br />129: <br />130. <br />131! <br />FLOOR, HOOF CONSTRUCT1011, COVERING, <br />SKYLIGHTS, ROOF STRUCTURFS <br />Thc spacc Dclw.crn wood flr.or cons�iuction anA <br />� suspcndeJ ceilin� bUoe; sLoidd be divideA <br />inlo are::s not exceedin;t 1G00 syunrc lcet. <br />Scction 2ti17 (�?. <br />Al(ics of conihustibl� in:�trrinl sl�ould Le divided <br />into a�ens not exccedi,:� 1090 (9000) square <br />fect. Sct�bnr 37.05 (U). <br />Roof drainare slwuld be conducted imder Ihe <br />public siAe�v;,1Y,. Sectinn 3207 (e). <br />Ovctflow dt�ius havin[ ,hc santC sizC ,is root <br />drains and on independenf diain lines am re� <br />quimd. In lieu of this, avciilow sr.upPcrs Ihrec <br />limes thc siie of mof dminc shculd be instnlletl <br />in parapc[ walls. bve�ilmv ryslem rhoWd have <br />iNels Inade<I 7_ inches abovc Ihc low poinL <br />of Ihr iuoL Seclion 3?07 (c). <br />7he a��rcvafn arca of penthcu.c; onA olher rr,nf <br />slruclures cannr,t exceed 3:1?!� percent of the <br />supporting roof ama. Scclion 3fi01 (b). <br />FIRGEXTI(�GUISHIIJG SYSTCM <br />13�'IAn apprwed aulomalic lirrer.linguishin� yysfem <br />in the ..._ ._. . . _. . . _. is required. <br />Seclion 3802 (b). This includes blinrl spnces <br />encloscA wholly or partly by crnnhus�il�lc con <br />s(ruUion. <br />133:. Dry sian<Ipipes aie required in buildin�:s fom or <br />_� mnrc ;foiic� in hci�;hL Seclion 3G03. <br />13:. I\Yel slandpipes are required as specifieA in Seo <br />tion 3ROA. <br />135. � Conibination sLanApipes arc required in build� <br />in(!s uacedin� 15D feet in hcight. Scr.tion 3805 <br />__ (�� — <br />73G. � f3uil0in; s siz storics or mnrc in hci�h( slroulA bc <br />� prmided wilh nol Iess ihrn onc s�andpipc dur� <br />ing cnre;huction. S�•diun 3flOG (b). � <br />13L �� fiic�rxtiup.ui�hing s1'stam Pl�ns shoulJ bc sub� <br />j milfcJ lo you lu Acln�ninr. co,iq Innce wi�h <br />___ __ i ipp,ical,l� LwLlii•.��. plui il in!'.. und lu� cnA��._ _ <br />FIREPLACES AND CHIMNEYS <br />73R. Chimncys should comply with Sedians 3703 <br />ind ;i7U4. <br />]39. FircylTr.r,s and harbetucs shoultl comply vnth <br />Section 3707. <br />FINISH WORK <br />140:I Thc in(eiior wall and ceilinE finishes 5hould bc <br />sPe[ilicd anA comply wiU; Tab�c No. 426 and <br />Secfion 4703. <br />141. Gypsum u�allboaN (iMcrior lath anA f���sler) <br />cannol be installrA on weather�ceposed sur- <br />faces. Sections 4705, 1711. See Section 424 <br />far definition of wenfher erposc!1 surtace. <br />742: Slrylighls shoulA comply wilh Chapter 34. Plaslic <br />skylights are allowed only under tLe conditions <br />specilied in Section 5205. <br />143: Glass and glaung should comply r;ith Chapicr <br />r ✓ SA. Ty,nc and Ihickness of glass shoWd be <br />specified. <br />144. Glass and glazing in hat,rAous locatiDns should <br />tomply wilh Sedion 5406. <br />]46: <br />147: <br />]�9. <br />1JI <br />153'. <br />��n� <br />155: <br />STRUCiURAL <br />�pecial inspeclinn in conformence wi;ll SCction <br />305 is requireA for ihe follnwine work� <br />(2) Strudur.l con[retc where the tle_i�n is <br />bascd on Tn ultimatc [omprrssivc siren�;ih <br />in rzrr•ss af 7_000 pcuntls Per square inch. <br />(li� All v:eldinF excepi wherc done in the shnp <br />of nn npprovcA ;abncator. <br />(c) Installa;ir,n o( hirh Etren�-;,h bcits. <br />(d) Prestressing work. <br />(u) Masonry v;ork rcquitcd by Ch3ptcr 2A. <br />Soil classihcation m con(orniancc v,lh Tabie No. <br />28�6 :md ....__.. _._... pound; fcr squzie <br />tcct soil bearinp, vaiue us�d in des�Ei� shuuld <br />be spcci'icd on plans. Sedion ?906 (a). <br />The �oundation investigation r=�;crt mr_ntionrd in <br />plans wa; not induded in data forwarded lo us. <br />It sho�dd be �ubrnitled for ievievi. <br />All mesonry or concrete elements resistinQ svir.� <br />mic forces ;Lould qualify as rcinforced clr <br />ments. Sedion 231-0 (Y,) 3. <br />Prec.^.st conrrete wall panels are limited lo .in <br />h/t udin ul 36 (25). Section 2G1G ([). <br />Wcod inembcrs mny support loads Iroin n����.. � <br />sonry or connete only undrr the conditions <br />specilied in Sec:;on ?516 (a). <br />Strudural caladations should bc submitled to <br />justify Ihe ndcquary of thc slrucWral sy;tcm <br />m resislinF scismic and wind loads, antl sup� <br />portin� deed and livc loads. This ind�;les <br />foundalions. <br />--- _--_ <br />.lusfifying ca�culations and dctails should he pro� <br />vidcA for ..... ....... _...._ _..... <br />. ............... ............. <br />. . ........ ............._..._.......... <br />Roofs shall bn designed for xnow loads of <br />-........ .__..._ pounds per squam foot. Seclion <br />2305 (c). <br />Thc roof sho�dd bp Jesignad for uplilt winA pres <br />surey wilh due con:iArrolian for lalrral support <br />of eompression flangrs ol flexural members. <br />floor load shouid consiAcr a.'O�pound per <br />syua�a fool par�dion load :rr.tion ^.307 (b). <br />I�G- I hlaiyures �lioidd h� desiennd lor a rp ppi�nrl per �� <br />squvi fonl In�r li> �d. 1cLlc fvo. i9 A.__... . _ <br />.':L, ��l No. 5 0(6 ;L�.�.1; <br />