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` . . • . . <br />� � , . - <br /> . , <r- � _ E-`-'--.,..,_ . <br /> 120, When tbree nr more exits are required, no morc <br /> ihan two requireel ezits should c.il into the FIREPIACES AND CHIMNEYS <br /> zame exit system. 5rctron 3317 (h). � ' <br /> � ]2l. No poinl in a room in a buildinG shoulJ bc morc 138. Chimneys should eomply with Sedions 3703 <br /> lhan 75 lect to an exil corriAor, cn[losed stair• and "370A. <br /> � . way or exterior of the builtling. Settion 33ll� 139. Firepiar,es and barbcurs shouid comply with <br /> ���• Seclion �707. - <br /> 12 . Lxiting IhrouF,h adjoining tooms should comply <br /> with Section 33ll (d). � RNISH WORK <br /> 123. Panic hardware is requirnd on eait doors serving - � <br /> roor.�s containiny morc than ]00 occupants 140. Thc intcrior wall and ccilin� tinishes shoulA bc <br /> asd in torridors ot Group C Octupancies. Sec specified and mmp�y wilh Tabie I;o. 42�6 and <br /> tion 3317 (j). . Section 4203. <br /> 124. Cvery ruum in a Gnup D Occupanry should have �41. �Gypsum v;allboard (interior IatL and plaster) <br /> access to at Icast two legal mcans of egmss. eannot be inslalleA on wcather�erpesed sur- <br /> . eUion 3318 (a). faces. Sections 4705, llll. See Section 42-0 <br /> 1or definition oi wealher expnscA suAace. <br /> � I'b. Doors irom bMrooms and wards of Group D <br /> Occupancies ard ail er.it epenings wLeie nom 142. SkyliEhls should eomPly viith Cliapter 34. Plastic <br /> ambulalory patir,nts are houscd should have a skylights are allowed unly under the conditions <br /> minimum clear widih of 44 inches. No pro� specificd in Section 5205. <br /> jedions in this width are zllovred. Stttion 3378 ]q3. Glass and f;lazin� sho��d compty vnth Chapter <br /> b�� � 54. Typc and thickness of glass should be <br /> 126. Panic hardware is requireA on er.it doors serving � 'specified. <br /> morc than 50 cccupants in Groun D Occupam �qq, Glass and glazing in hazardous locations should <br /> cies unless Ihere is no latch or lock. Seclion eomply with Seclion 5406. <br /> , 3316 (f). <br /> . � . STRUCTURAL " <br /> FLOOR, ROOF COiJSTP.UCTION, COVERfNG, . � <br /> SKYUGHTS, ROOF STRUCTURES , ]45. Special inspedion in conlormance with Section � <br /> 305 is fequimd for the fol�mvin(?work: <br /> (a) SlrucWral concrete vihere the de.ign is <br /> 127. The space betw.een wood floor conslrudion and baseA on an utiimate comprr;;ive strength <br /> a suspended ceiling belovi sho�ild be divided . in excess of 2C00 pcunds per square indi. <br /> inlo amzs not exceeding 1UD0 squaie feeL (b) qll �velding excepl where dene in the shop <br /> Seclion 25ll (^_). of an approvr.d tahncator. <br /> � 128. Altics of tombustible material should be tlivided (c) Instzlla.ion of I�inc �treneth boNs. <br /> ' inlo areas nM e>:ceeding 3000 (9�00) square (d) Pres!ressmg work. <br /> (cet. Section 3205 (b). (e) Idasonry �voik required Uy Chaptcr 2A. <br /> 729. Roof drzinage should be conAucted under the �4G.i Soil dassilication in conformance r.ith Table No. <br /> � puLiic sidevrelk. Section 3207 (e). 28�� �nd ............................ pounds Per square , <br /> foot soil bearin� valuc uscA in design should , <br /> �� i 130. Overflovi dr�in: h;ving U�e samc sizc as roof be specificd on plans. Section 2905 (a). <br /> / drains and on incependent drain lincs are re• <br /> � uired. In licu of this, ovcrtlow scu 147. The toundation investigation report mentienr,d in <br /> 9 UPers three plans was not incluAed in dala for.varded to us. <br /> _ times Ihc size of roof drains shouid be installed It shoulJ b> submi±ted for revievi. <br /> in parapet walis. Ovcrtlow system sf�ouid have <br /> iniels located 2 inches abow ihe low points 148. All masonry or concrete elements resi:!ing seis� <br /> of the rool. Section 3207 (c). - mic forces shoulJ qualify as reinlorced ele� <br /> � 131. The a�gregate area of penthousr:cr.d o:fier rcof inents. Sedion 231d (k) 3. <br /> stiuctures eannot ezceed 37�/3 percent o1 the �qg, prccast concrete vmll panels are limited to an <br /> supporting roof atea. Scction 3601 (b). ' . ��/t ralio of 3G (25). Section 2GIG (c). <br /> � FIRE•EXTINGUISHING SYSTEM 750. \'�ood members may support Ioads lrom ma� <br /> . . sonry or concrete only under the conditinns <br /> specified in Section 2516 (a). <br /> 132. An approved aulomalic iire�ealin�uishin�syslem 151. SlmcWral ealculations should be submitted to <br /> in the ............_..... . ................. is required. , juslify the adequacy of the structumi system <br /> ScUion 3802 (b). 7his indudes biind spaces in resisting scismic and wind loads, and sup• <br /> endosed wholly or pa-tly by combustibie com porting Jead and live loads. This includes <br /> structiun, foundatimis. <br /> 7?3. Dry standpipes are required in buildings four or 152. Juslifyin�calculations and details should be �fo� <br /> morc slorics in hcighl. Scetion 3803. v'�ded for............................................................ <br /> .......................................................................... <br /> 3.. N'el st�ndpipes are requiretl as specilieA in Sea <br /> lion 380A. 153. Roofs shall Im desi�ncA for snow loads of <br /> � � .. . ................. pounds per squarc IooL Section <br /> 135. f,onibinalion stanclpipes are rcquired in build� 2305 (e). . <br /> ings excedin� I50 Icet in hciphL Sedion 3805 <br /> � (�). 154. Thc roof should br.Jesi�ned for uptift wind pres• <br /> 136.i DuildinCs six s(orics or morc in hcight sliould be surr.s with chic consiAentimi Inr lalcrat support <br /> o( compression flanpns ol Ilcaunl mr.rnbcrs. <br /> provided with not Icss lhan onc standpipc dur• <br /> in� cnnsGuction. Srdion 3£306 (b). 155. ("loor load shoulA considcr a 20�pounA per <br /> i -- squirr fool p:ntition IoaA. 5^dinn 2J02 (b). <br /> I37,. Firc�rxliuguisiiinG syslem plons should bc sub• <br /> mi11eJ to you tu Jcleimine compliance wilh 15G, Mitqur.es should Le desi�ned lor a r;0�pound per <br /> � applitablc budding. plum6in�, and tirc cOdes. squarc tool livc load. Tablc No. 23�A. <br /> 1 <br /> ' . Slicet tJo.5 of 6 Shccls <br />