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120:I When Ihree or more exits arc required, no morc <br />lhan lwo mquircA exds shoidd eait into Uw <br />samc exit system. Section 3317 (Aj. <br />121. No poinl in a room m z buildin� shoWd hc morc <br />tlian 75 feet to an ezit tnrriAor, encloscd stiir� <br />, way or ezlcrior of the builtling. Section 3317 <br />(c). <br />122: Eziting throu�h adloining rooms shoWA comply <br />with Section 33ll (d). <br />123.� Panic hardv.�are is required on exit doors serving <br />rooms containinp, ntorc than 100 uccupants <br />and in corridors of Group C Occupancics. Sec <br />tion 3317 (j). <br />124: I Evcry room in a Group D Occupanty should havc <br />access to . t least lwo legal rneans o( egress. <br />Section 3318 (a). <br />125: Doors trom bedrooms and warJs of Group D <br />Occupancies anC all ezit oPeninps where nom <br />ambulalory patients are housed should have a <br />minimum dear width of 44 inches. No pro� <br />jeetions in this wiJth are allowed. Seclion 3318 <br />i�)• <br />126: � Panic hardware is rrquircd on ezi[ doors scrving <br />morc lhan 50 cccupants in Group D Occupam <br />cies unless lhere is no latch or lock. Section <br />3310 (f). <br />FLOOR, ROOF COilSTP.UCTION, COVERING, <br />SKYLIGHTS, ROOF STRUCTUitES <br />127.`I Thc spacr betwecn wood floor eonstruetion and <br />a su>pended [eiGno I;clew sho�ilrl bc divided <br />into arezs not exceeding 1G00 square feet. <br />Seclian 2ti17 (^_�. <br />]2B�.�I Attics of combuslible malenal should be dividrd <br />inlo areas nnl excecdin� 300D (9�00) square <br />feeL Section 3205 (b). <br />129`i Roo1 draina�e should be conAucted under the <br />public sideriaik. Scrlion 3207 (c). <br />13D. Overtlov� dr,.in� havinG U�c sonc size as root <br />drains and on ind�pmident dnin lines are re� <br />quired. In lieu of ihis, ovrrflow s�uppers three <br />times the size of roof dnins shoulA bc installed <br />in parape[ walls. Overllow rysfem should have <br />inlels located 2 inches zbove the lo�.v points <br />ot the roof. Scuion 3207 (c). <br />13]. � ThC �gf.�c@21n ��e� of perdh0use5 cr.d othcr nof <br />struUures cannot exceed J3y� percenl ol the <br />supporting rvof arca. Seclion 3G01 (b). ' <br />FSRE•E7CTINGUISHING SYST[M <br />132.I An approved aulomatic �irc�eatinG��ishinG ryslem <br />in thc ............_.. ... ., is requircd. <br />Seclion 3802 (b). This includes blind spaces <br />enciosed wliolly or pa91y by combustible com <br />strucliun. <br />�sa. <br />133. <br />]35. <br />( <br />�' 13fi. <br />]Si. <br />n�y 5t,od����s . �o .��i�dr�<i in buildin�s four ar <br />more storics in Iwi�,hL Section 3603. <br />\Yel standpipes are requiretl as specilicA in Scc <br />Ilon 3604. <br />Coiiibination st:+ndpipes are requircA in build� <br />inCs ezcedin�, 150 Irel in hci�hL Section 3E305 <br />i�)• <br />Duildin�s ;iz slmics or morc in hci�hl shoidA be <br />provided with not Icss th,m onc standpipc dur <br />in� rnnstnicUcn. Soclinn 3k30G (h). <br />Fiio-<�ziini;uislun� s��stom plons sliuuld bc sub� <br />Inilled iq you to dcicrminc compliaucc v�i0i <br />applitable buddinf, plumhinC. inU :irc coAcs. <br />FIREPLACES AND CHIMNF,YS <br />138. Chimneys :'•� �dd comply witli SeUions 3703 <br />. nd 370h. <br />139. Fireplar.es .md barbecucs shoulA comply wrth <br />Seclion 3707. <br />FINISH WORK <br />140.I Thc inlerior wall and ccilin�, (inishes should he <br />specificJ and comply �vilh Tabic No. 42�P and <br />Seclion 4203. <br />141. �Gypsum wallboard (intc:ior lalh and plo;ter} <br />eannot be installed on wealhcr�eKpesed sur- <br />faees. Sections 4705, llll. See Section 42-0 <br />for dclinilion of wcalhcr e•,poseA surtaee. <br />142. Skylights should eoniplY with Chapter 34. Piastit <br />skyli�hls arc . Ilowed only undcr tLc.�onditions <br />specilied in Seclion �205. <br />143. G�ass and �lazing should r.omply with Chaptcr <br />54. Typc and thickncss of glass should be <br />specified. <br />144.I Glass and gluing in hizardous locations should <br />eomply v:ith Sectio�� 5406. <br />Sl.���CTUR�.L '- <br />]4S. Special inspetllon im m�iorm;nce viith Section <br />305 i5 required for lhe follnwin� �vork: <br />(a) Siruclural concre!e vihere the design is <br />based on an uttima,e comp:cssive strenFth <br />in ezcess of ?.000 pcunds per square incli. <br />(b) All �veldin� crcepl where dene in the shop <br />of an afPr�ved iahncator. <br />(e) Instzlintion of high strens;h boH•. <br />(d) Prestressin� work. <br />(c) Alasonry vrork reyuired by Chaptcr 24. <br />14E. Soil classilication in confonnancc r.ith Ta61c No. <br />28�8 and ...._.........__......_. pounds per squarc <br />foot soil hearin� value usc: in design shouid <br />be specified on plans. Srctirn� 2905 (a). <br />147. The foundation investip,a;ion rePort mentionr,d in <br />plans was not iocluded in dala fnnvarded to us. <br />It shoulA b� submi?ted for revie•,v. <br />1A8. All masonry or concrete elements resisting seis� <br />. mic forces should qualify as rcinlorced elo- <br />ments. Setlion 231•1 (k) 3. <br />149. Precast concrce wall panels arc limited to an <br />• h/t ralio of 3G (25). Section 2G16 (c). <br />15D�. \400d members may suppnrt loads from ma� <br />sonry or concrete only under the conditiens <br />specified in Section 251G (a). <br />151. Slructural calculalions should bc r�bmitled to <br />justily thc adcyuacy of thc struclural system <br />m resislin�; xismic and wmA loads, and sup� <br />porting dcad ❑nd livc loads. This indudr.s <br />foundations. <br />152. Justifyin� c, Ici�lalions and details shoWd be pro� <br />videdfor ............................................................ <br />153. Roof, shail be desi�ned for snow Icads of <br />� ...................... pounds per squarc fooi. Section <br />23D5 (c). <br />154. Thc ronf shoulA 6r. dr,si�ned for uplift wind pres• <br />' stnc; wilh dnc eonsideration lar I:dcral support <br />o( compression (I;mpes nf IleKural membcrs. <br />155. I�Inor load shrndd Convdcr a.'.O�pnund per <br />square fool p;ulilion load. S^c(ion 2302 (6). <br />15Q Idaryuces shnuld Lc desi�ned lor a GO�pound per <br />scpiare fool livc load. 7�blc No. 23�A. <br />Shrrtf Nn. 5 n( fi Shrntc <br />� <br />