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� <br /> . , . , <br /> ]7G. K�hen tbrre or more eKlts are requireC,no more pREPLACES AND CHIMNEYS <br /> than trro rcquirce cads shoultl exd into the <br /> same ezit syslem.Sectwn 3317 (h). <br /> i 721: Plo point in a room m a building zhoWd im morc 138. Chimneys shoulA comply with Scctions 3703 <br /> , than 75 tect to an exit corriAor, cnclosrA stair- and l70-0. <br /> � , way or catcrior ot the UuilOinp. Seqion 33)7� 139. Pireplir.c; end 6arbecucs shoulA compty with <br /> (c). Section 3707. <br /> 122. Exi:ing throuf,h adjoinine tooms should comply <br /> with Section 3317 (0). FlNISH WORK <br /> 123. Panic hartiviare is required on ex�t doors serving 140� The fnlerior wall and ceilm� fimshes should be � <br /> rooms contaminy more than 100 uctupants Specitied and comply wrth Tab�e No.42-8 and ' <br /> and in corridors ot Group C Occupancies. Sec• Section 4203. <br /> tion 3317 (p. -.�- <br /> 724. Every ruam in a Group D Occupanry shoutd have 141. �Gypsum wallbca+n: (inteYior lath and plaster) , <br /> access to at Icast two legal means of egress. cannot be insinlled on weathrr�erpesed sur� <br /> Seclion 3378 (a). faces. S.clions 4705, llll. Sce Setllon 424 � <br /> for Jetinilion ct weather e�poscA surface. <br /> � 725.( Doors trorn bedrooms an0 wards ol Group D �q2; �Skylights should comply vnth Chaptnr 34. Piastic <br /> Otoupancics and ali ezil openings whcre nom Skyiighls are allowed only under 11�>_z:onditions <br /> ambulatory patients are housed should bave a specified in Section 5205. <br /> minirnum ciear widtti oi 44 inciics. tJo pro� <br /> �ections in this widlh are ailvwed.Seclion 3318 ;' �A3. Glass and Elazing should comply riith Chapter <br /> � (h). ��d 54. Type and thickness of lass should be <br /> ]26.IPanic hardware is requircA on ezit doors serving / \� . specified. - �� '�'�'- / �,"���-�-- _ <br /> morc than ,0 cccupants in Group D Occupzn� 144.� Glass and R�azin� in hazardous locations should <br /> cies uniess Ihere is no lalch ur lock. Sedion comply with Section 5406. <br /> 3318 (I). <br /> ' STRUC7URAL '- <br /> FLOOR, ROOF CO45TP.UCTIDN, COVCRING, . � <br /> SKYUGHTS, RODF STRUCTURE9 , 745 Special inspeciion in conformance v.ith Sectinn � <br /> 30B is requircd tor ihc tollnwin���oik: <br /> ]27. The s ace betr.•ecn wood fioor wnstruction and (a) Stmtlural concrete where the dcsign is <br /> p based on an ultimate compre^ive strent;th <br /> a wspendrd ceihra bclow sho�dd be divided , in er.cess uf 2C00 pcunda per square incii. <br /> into erezs not ecceeding IG00 aquare icet (b) !JI aelding ex�eG� �'��cre drne in lhe shop <br /> 5celion 25V (^!. of an apprwed fa6ncator. <br /> �\ J2 i Attics ol combustible materiai shouid be divided (cI Instzli�:i�n of hinc �!rcne li oo!ts. <br /> into areas nr,� er.ceeding 3000 (9D00) square (d) PresGessing wurk. <br /> lcet Scctiun 3205 (b). (e) M1lasonry werk reGuired by Ch=_p:cr ?4. <br /> 123.i Roof drainoge should be conAuded undM the 146. Soil cla;si0cation -.n conformancc v:;tli Table IJo. <br /> puLlic sidevreik. Sedion 3207 (e). 28�6 znd ......................_.... pounds per squzre <br /> toot soil bearing value used in desiqn shoWd <br /> �' 130. Overflo�n drain, having tl�c same size 05 root be specitied on plans. Section 2905 (a). <br /> drains and on inCependent drain lines arc re� 147. The foundation investiEation report menr.ioned in <br /> quired. In lieu oi this, overflow scuppers threr. pians w�=not included in data for.varded to us. <br /> times Ihe size of rool drains shoulA Le installed I It sho'.�d be submifled 1or revie•ro. <br /> in paropet waiis. OvrAlow system shoutd bavc <br /> inlets located 2 inches 26nve the low points 148. All masonry or concrete elemenls r=_sisting seis� <br /> � ,of ihe rool. Sedion 3207 (c). mic tortes should qualify as reinforced ele� <br /> � 731. The n�gregalr.area ol penthouse;cnA other rcoi ments. Sect�on 231•i (k) 3. <br /> slractures wnnut ezceeA 3J�/a percent o1 the 149. Precast concrete wall panels are tim+ted to an <br /> supD�h�ng rcol area. Sedion 3601 (b). ' . h/( ratio of 3G (25). Section 2GI6 (c). <br /> � • 150. Wood �.iembers may support londs from ma� <br /> � , FlRGEXTRJGUISHING SYSTGIJI sonry or coucrete only under the conditions <br /> � specilieA in xction 2516 (a). <br /> I 132. An approved aulonatic �ire�e�tinEuishin�sysfem 155. Sirudural calculalions should be submitled to <br /> in lhe ............................................ is required. , Juslify lhc aAcqdacy of the struct�ri� system <br /> Sedion 3802 (b). This incluJes blind spaces fn resisting seismic and wind loads, and sup� <br /> endosed wiiolly or pa-tly by combustibla com portin� Juad and live loads. This inUudes <br /> struclion. IounJalions. <br /> :�3. Dry standpipes aie requiicd in buildinas four or Iv2. Justifyin�caltulations nnd dclails should be pro� <br /> more tlorics in height. Section 3603. Wded ior.................................................... ....... <br /> 13:. \Yel stanJPipes are required as specifieA in Sca .....................�..................................................... <br /> tion 380A. 153. Roofs shxll be desif.ncA for snow loads ol <br /> ... pound. per squarc fooL Section <br /> 735.I Cotiibinalion st,�dn+nes am requireA in bulld• 2305 (c�. _ � <br /> inCs ezcedinp 150 teel in hci�hl. Section 3805 <br /> ( (b). 15A. The ronf shoNd br.Jesi�;ncA ior uplift wind pres� <br /> smcs with dnc con:idrralion lor i;�taiai support <br /> r 136.' Dui�din�s siK slmirs or more in hci�hl sliouid be of eompression (lange5 of 1lezufal memLcrs. <br /> ��� � provided witli nol Icss Ihan unc slandPipc dur• ----- <br /> ing consfmclion Scdinn 3FSOG (b). 165. flnor lon<I slinuld consiAcr a ?O�pounA prr <br /> 137.i firr•��R�u•C�ii,hm� syslom plans shoWd Lc sub. squ .rc fool P:��lilion ioaA. Scclinn 2JU2 (b)._ <br /> milted to you lu Jetrnnine comp�iance viith 15G, tdarquees sl�nidd he desCned (or i GO�pound per <br /> � epplic.ble bwlAing• Plumhinp. and lire codcs. squarc (oul live IoaA. Tal>�e f�o. 23-A.__ <br />�� =�'" ' � • , . Sheel No.5 ot G Shceis <br />