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120. When three or more ezils arc required, no more <br />lhan lwo requiretl cr.its shoWd exit into the <br />sam^_ exit system. 5ection 3317 (h). <br />721i No polnl in a room in a buildin6 s�iould be morc <br />than 75 feet b� an ezit [orridor, en[lascd stoir• <br />vrav er exterior of thc building. Section 3317 <br />EzitinG through adjnining rooms should comply <br />wilh Section 3317 (dj. <br />Panic hardware is required on ezit doors scrvins <br />rcoms containing nmre than ]00 o[cup.nls <br />and in mrriAors of Group C Ottupancics. Sec <br />lion 3317 (j). <br />[very room in a Group D Occupanry shoulA have <br />access lo al Ieast two Iegal means of eeress. <br />Section 3318 (a). <br />Doors from beJrooms and wards ol Group 0 <br />Occupancies and all exit openin�s v:here nom <br />ambulatory Patients arc housed shoWd havc a <br />minimum ticar v:id�h of 44 inches. No pro- <br />jettions in this width are allowed. Scction 3318 <br />(h)• <br />Panic hardware is mquired on exit tloors scrving <br />morc than 50 c�cupanls in Group D Occupam <br />cies unless lhere is no latch or lock. Section <br />3318 (1). <br />FLOOR, ROOF CONSTRl1CT10N, COYERfNG, <br />SKYLIGHTS, ROOF STRUCTURFS <br />127.�I� Thc spacc bch•:ecn wood (loor constniclion anA <br />a sUspenAed teilin�; below should be divided <br />inlo a�cas not ezccedinF 3000 squarc fecl. <br />Sccliun '1.5ll (^_?. <br />128 i Attics of tombustible malerial shoulcl he divided <br />inio areas not cacecding 3C00 (9D00) s�uarc <br />(ecL Section 3205 (1�). <br />129.' �Root drainaGe should he conAucled under the <br />pu6lic sidar.�alk. Seclinn 3207 (e). <br />130! Overflnv� dr�iiu h�vin� thc sau�m siz^ ns mof <br />drains and on ind^pendcnt drain lincs are re� <br />quired. In licu ol thi;, ovrrflow scuppers ihrec <br />limes Ihe size o( roof draiiu should Le inslalled <br />in parapet walls. Overllov� systent shoWJ have <br />inleis located 2 inches above the Icv: points <br />of lhc rooL Seclian 3207 (c). <br />131.� The aPCregalc arca of penlhcuses ar,d othcr raof <br />Isiructures tamiot ex[eed 33�/a percent of lhe <br />supporlinC �ool areo. Section 3601 (b). <br />FIRE•EXTINGUISHING SYSTCM <br />132. An approved nulomalic Iire�exlinCuishing system <br />in thc .._....__..........._............__ .. is requircA. <br />Section 3R02 (b). This includ[s blind sPir,es <br />enclosrd �vholiy cr partly by cnmbustiLle com <br />struclion. <br />133. Ury slan<Ipipes are required in huildinC,s fnur or <br />mnre slorics in hei�thl. Section 3G03. �p� <br />FIREPLACES AND CHIMNEYS <br />]38! Chimncys should complY with Sedions 3703 <br />�nd 3704. <br />139: Fireplams and barhecucs should mmply with <br />Section 3707. <br />FINISH WORH <br />1A0. Thc intcrior wall and teiling finishes should be <br />specilicd and comply w�th l:iblc No. 42�0 and <br />Section 4203. <br />141. G'ypsum v.allboard (interior laih and plaster) <br />cannol be insWlled on weatherexposed surv <br />fazes. Sedions 4705, 1711. See Sectlon 424 <br />for detinition of weaUier enPosed suifacc. <br />142. Skyli�hts shoulA comply wiUt Chaptcr 34. Plaslic <br />skylights arc allowed only under lhc condilions <br />specifieA in Section 5205. <br />]A3. Glass and glazin� shoWd comply vith Chapter <br />54. Type and lhickness ol 61ass should be <br />spetiticd. <br />1M1. Glass and Clazing in hazardous �ocations should <br />compty wilh Section 5406. <br />STRUCTURAL <br />145. Special inspection in contormance w.ith Section <br />305 is reGuircd far the following work: <br />(a) Structurai concretc �vhcre 1hc AesiP,� is <br />basecl on an ultimate compressivr strengih <br />in ezcess ol 2000 pounAs per syunre inch. <br />(b) All welding ezceP� �+hcre Eone in the sliop <br />. of an approved fa6ncator. <br />(c) Installation ot hi,r,h =_trcnGih bolts. <br />(d) Preslrc.sing work. <br />(u) tdasonry work required by Chaplcr 2�1. <br />146. Soil clossilication in conformanci� with Tahle ��o. <br />28�8 ,^.nd .........._..__.......... pounds ber sQuare <br />toot soil bearinC value used in desifn :hould <br />be specificd on plans. 'oc[tion 2905 (a). <br />7A7. The fmmdntion investigation report men!ioned in <br />ptans w.as not includcd in clata fonva�dcA to us. <br />It should 6e submi!tcd for revicw. <br />748. All masonry or concrete elr.ments re,isling seis� <br />mie forces should qua;ify as reinforced elo- <br />menL. Seclion 2314 (k) 3. <br />149. Precasl concrr.tr. wall panels are limited to an <br />h/t ialio of 36 (25). Section 2u16 (c). <br />150. Wood mcm6crs may support Ioads from ma� <br />somy or concrete only imder the conditions <br />specificd in Scction 2516 (a). <br />151. St�uclural cakulalions shauld hc submitlr.d lo <br />juslify Ihe adequacy ol lhe sVuctural system <br />in tesistinC scismic and winA loads, anA sup� <br />�o�c��,� dcaA nnd livc le�ds. This includes <br />foundations. <br />152. Ju5[ifying calculalionx and delails shoWd be pra <br />vided for .P..�� F.... F.I�,r1i.t-.S<...._........ _.. <br />___ _ _ <br />r...........� ........................ ........... <br />134. I. \Yct sWndPipCs am required as specilied in Seo � <br />tion 3804. ]53. Roofs shall he designed for snow loads of <br />....._ oimds Cr squarc taot Sectian <br />135. Coinbination stnndpqics am requircA in huild� p3p �(�), <br />ini;s ezecdinG 150 fecl in hciG��L Section 3805 - <br />���, 154. Thc rool sliould be desip,ned for uplitl v�ind pres� <br />sums wilh tluc cor•:idr�alion for latcrnl support <br />]3G^� DuildinCs six slurics or inorr. in hei�;hl shoidd be _ ol coinpresslon 11_+n!;es of ilexural �ncinber,_ <br />provided c;ilh not'Icss Ihan onu slanUpipc dur� <br />in� consirurlion. $cc�ion 380G (b). 155. I'Inor load should cmisidcr a 20�pound Pcr <br />squ.vr. lnol P��litim� load. Section .^.302 (b). <br />�137. Fhe�extinl:uishint; s1'strnt plons shuuld bc sub� -- --- ---------------��- <br />uuflcd to Y��� lu dcluiininc r.umPlianie v+ilh 156. I tdarquco::::huuld hc drsi�ned tora GO�pound per <br />�pplica6le IndUin��. Plund;in��, :incl tire coAes. squ.uc (oot live load. lubic No. 23�l�. <br />__-__-__-_.. ____-.-.-.__ -_. '__-.__.._-___-_ _-._.____-__. <br />Shcet No. 5 uf G Shcels <br />