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le'3. <br />126: <br />When three or more enits are required, no more <br />than two requireJ exds shouid cail into the <br />same cr.it syslem. Section 33S/ (h). <br />No poinl in a rcom in a building ,liould bc morr <br />than 75 fCet to an eait corriAor, mclosed stair- <br />way or extcriar of the builtling. Section 3317� <br />i�?• <br />/Eziting through adjoining rooms shouid wmply <br />with Section 3317 (d). <br />�._ <br />Panic hardware is required on exit doors servirs <br />rooms rontaining more lhan 100 o_cupau;s <br />and in wrridors of GrouD C Occupanr.ics. Jeo- <br />tion 3317 (j). <br />c'very room in a Group D Occupanco shoi.'d !iave <br />access to at least two legal means of egress. <br />Section 3318 (a). <br />Doors frorn beJrooms and wards of Group D <br />Octupzncies and all exit openings where nom <br />ambulalory patienis are housed shoNd have a <br />minimum clear widtli of 44 inches. No pro- <br />jections in this width are allovmd. Section 3318 <br />(h). <br />Paoic hardvrarc is required on exit doors serving <br />more than 50 cccupants in Group D Oceupan• <br />cies unless there is no Iatch ur Iock. Section <br />3318 (f). <br />FLOOR, ROOF CODlSTP.UCTION, COVERING, . <br />SKYLIGHTS, ROOF. STRUCTUFES <br />]2/.`j The space betv:een wood floor construction acd <br />Ia suspended ceilino bcbw shoald be divided <br />into arczs not ezteeding 1U00 square feet. <br />Section 25ll (c). <br />12&.', �A(tics of ccm6ustiMe ma[erial should be divided <br />mto areas nnt eacecding 3000 (9000) square <br />feeL Section 3eQ5 (b). <br />129. Roof drain��e should be tonAucted undcr the <br />public sidewalk. Section 3207 (e). <br />130.' Overflow draii�s having the samc size as roo! <br />drains and on independent drain lines arc re� <br />quired. In lir.0 of 1hi;, overllow s:uppers three <br />times the size of roof clrains should be instalied <br />in parapet wails. Overtlow system should liave <br />iNets located 2 inches �bove lhc lo�.v points <br />uf the rooL Section 3207 (c). <br />73]. The aggregate area ot penthouses ar.d othcr rcof <br />structw�es cannot ezceeA 33y� percent nf the <br />supportinE roo( area. Section 3601 (b). <br />FIRE•EXTINGUISHING SYSTEM <br />132. An appnrmd automatic iirreMinguishing system <br />in the ............................................ is required. <br />S^_ction 3902 (b). This includes blind spaces <br />enc:osed w�holly or pa-(ly by combustible con- <br />struc!ion. _ � <br />1?3. Dq� s�:�ndpipes ara rnquired in buildings four or <br />a�ore s(orics in height. Settion 3603. <br />1�. \vet siandpipes am reGuired as specified in Sco <br />lion 38p4. <br />335. Combination s!andpipes are required in build� <br />ings excr.din� 15D fa�et in bcight. Section 3805 <br />!,b). <br />135. : ii r.ldin.;; :�•t; �ics rr morr. in hci�hl shouid be <br />�•i�ovidcq �. ,;i nnt Ic>s tlian onc standpipe dur� <br />' i�.? r.cri,hlictiCn. SnClinn 3306 (U). <br />13i. �� I.':�a.r.�•e,;, cL;n,r, ;;stom plan; shoWJ bc suh <br />� -uiticJ b> �ou lu dcicinun� cor�pliance vnUi <br />applicabh budding. plumhinP. anA firc codes. <br />-� - - - - _ __. �. <br />f7REFLqCES AND CHINNEYS <br />r 108. Lhimneys should comply with Sectians 3703 <br />T--� <br />1j nnd 37U4. <br />! 139. Fireplar.es and barbecues should comply with <br />� Seclion 3707. <br />� FINISH WORK <br />i40.1 Thc interior walf and ceiling finishes should I:e <br />speci(ied and comnly �s+th fable No. 42�8 and <br />Section 42�3. <br />141. <br />142: <br />]43: <br />144. <br />Gyp,um vrallboard (m;erior laih and plasterl <br />cannot be installed on v�eathcr�expesed surv <br />taces. Sections 4705, 1717. See Section A2d <br />. for definition of weather exposeC surfacc. <br />Skyli�hts shcWd complY with Giapter 34. Plastie <br />skylights are allowed only under the ronditiuns <br />specified in Section 5205. <br />Glass and gfazing shoWd con��ply viith Chaptcr <br />54. Type and th�ckness of glass should be <br />specified. <br />Glass and pL¢in� in hazardous Iccations should <br />comply with Section 5A06. <br />STRUCTURAL <br />145.1 Special inspettion in canformance vith SecP.n <br />305 is reyoired for the follmvinp work: <br />(a� Siructura� concrete where thn design is <br />based on an uliimatc compre,sive strensth <br />in ezcess o( 2000 pcunds per syuare inch. <br />(b) qll �t�elding excepl where dene in lhe shop <br />of an approved fabricator. <br />(c) Ir.stall;;ion ot high strength bolts. <br />(dj Prc�!ressing vrork. <br />(e) Alasonry work required by Ch�pter 24. <br />14G. Soil ciassi(ication in wnfo�mancc vrith Table No. <br />28-6 and ............................ pounds per square <br />foot soil bearin� value used in design should <br />be specificd on nlans. Section 29C5 (a). <br />147. The foundation imestieation report mentioned in <br />plans was not included in data forwardeA to us. <br />It should be submi!ted for rr.view. <br />148.I All masonry or concrctc clemenls resisting seis• <br />mic forces shoWd qualify as reinion.en elc� <br />menls. Section 2314 (kj 3. <br />.49. Precast concrete wall panels are limited to an <br />� h/t ratio of 36 (25). Seclion 2G16 (c). <br />�'� 750. Wood members may support !oads from ma- <br />sonry or concrete only under the cunditio:u <br />specified in Section 2516 (a). <br />151. StrucWral cakulations should bc suGmittad to <br />juslify the adequacy of th.: slructural ;}.:+cm <br />in resisling seismic and winA loatls, and sup. <br />portinE dead and livc loads. This inclutles <br />faundations. <br />152. Jush��ing wlculations and detai�s should bc pro� <br />�id� �1 for ............................................................ <br />.......................................................................... � <br />153. Roofs shall bc desi�ncd for snow loads o( <br />� � ..................... pounds per square foot. Scction <br />2305 (c). . , <br />154. 1 ne roof should be desi�,ned ;or uplift wind prrs� <br />sures with dnc considerctiun for lalcral svf,p�rt <br />of comprcssion flan�rs of (Icxural memircrs. <br />155. Ilnor load should core:idcr a 20�pound per <br />squarc foot p:vlitiun load. Scr.Gon 2302 (b). <br />15G. fdarquces ;6.iWd bc JCsigr.cA lor n f,0�pound per � <br />squarc fool livc load, Tablc No. 23�A. <br />Shcet No. 5 oi 6 Shcets <br />