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]2(1. When three or more exits arc required, no morc <br />than lvro mquircd eRits should euf into thc <br />samc exit rysleni. Section 33ll (n). <br />721. No poinl in a ruom in a buildin� should hc morc <br />than 75 feel to an exil corriAor, enUosed stairv <br />. way or exlerior ol the Uuiltling. Section 3317 <br />(c). <br />122 Eaiting lhrouF>�� adjoinin� rooms should comply <br />wilh Seclion 3317 (d). <br />123. Panic hardwarc is requircA on ezit Joors scrvine <br />rooms containing murc than ]00 occupants <br />and in corriAors ol Group C Occupancics. Sec <br />lion 3377 (j). <br />124. I Evcry room in a Group D Occupancy should havc <br />aeeess to at Icasl two legal means o( egress. <br />Sedion 3318 (a). <br />1'!a Doors trom bedrooms and wards of Group D <br />OteUpancics and all exit openin�s where nom <br />ambulatory paticnts ue houscd should have a <br />minimum Ncar widlh of 44 inr,hes. No pro� <br />jections in lhis widlh are allo�ved. Scclion 3318 <br />(b). <br />126. I Panic hardware is requimA on exit doors scrving <br />morc than 50 caupants in Group D Occupan� <br />cies unless lhere is no latch or lock. Section <br />331II (1). <br />FLOOR, ROOF CONSTP.UCTION, COVERING, . <br />SKYL�GHTS, ROOF STRUCTURFS <br />127. I Thc spaec bctw.ecn wood Iloor construdion and <br />a suspended tciling bclow slio��ld be divided <br />into areas not exteeding 3000 square feel. <br />Seclion 25ll {e). <br />126. � Altics of comhuslible material should be divided <br />into areas nnI er[eeding 3000 (9000) Square <br />1ceL Scclion 3205 (b). <br />129. i Roof drainaGc shoulJ be conAucted under the <br />public sidewalk. Section 3207 (c). <br />130. Ovcrtlow Anius havin� ti�e samc size as ronf <br />drains and on independent Ar.in lines are re� <br />quired. In lieu of this, overflow scuUPcrs lhrec <br />limes the size nf wol drains should L+e �nstalled <br />in parapet walis. Ovcriiow system should have <br />iNets located 2 inches xbove the low points <br />ot the rooL Seclion 3207 (c). <br />131. { The agRregalr area of penlhouse. cr.d othcr r:.of <br />Istruetures eannot exceed 33y3 percenl of the <br />supnortinG rool arca. Section 3601 (b). <br />FlRE-EXTINGUISHING SYST[M <br />132. An approved aulomalic �ire�extin�uishing system <br />in :he .................................._....._. is rc9uired. <br />Section 3602 (b). This indudes blinel spaces <br />rndascA wholly or pa7�y by combustible con- <br />struclion. . � <br />�?;.iu�y si�na����s are requiicd in huilAin�s four or <br />mom e.loiics in heiC���� Seetion 3603. <br />13.. \VM stanJpipes aie required as spccified in Sec <br />tion 3804. <br />135. i COii�bination s�:,�dn�nes am requircA in build� <br />IinCs cacedin[; 1501eet in hciphL Section 3II05 <br />i�)• <br />136. � Buildin�s six storics or mrnro in hci�hl shoulA bc <br />provided wilh nol Icss Ilnn unc slandpipc dur <br />. in� wnsUudion. Scclinn 3fSOG (h). <br />]:i.: Fiic�cxlielP�ishin(: systrm plons should Ue sub� <br />imitled lo you to dctennine compliance viilh <br />apptic;iblc binlding, Plunthinl'. and (irc codes. <br />� ' T �,�� 7 <br />FIREPIACES J1ND CHIMNEYS <br />138. Chimneys shoWcf mmply with Sections 3703 <br />and :i704. <br />139. Fireplar.es and barbecucs shoulA complY with <br />Setlion 3707. <br />]M11. <br />142. <br />143. <br />144. <br />�a5. <br />14G. <br />147. <br />746. <br />151. <br />FINISH WORK <br />Thc interior wall and [eiling finishes should be <br />specified and comply wiUi Tabir. No. 42•B and <br />Section 4203. <br />Gypsum x�aliboard (intcrior lath and plasterJ <br />eannot bc installed on wealhcr�eKnesed sur� <br />faces. Seclions 4705, 1711. See Section 42A <br />tor definilion o( weathcr exposcA surtacc. <br />Skylights should wmply vnth Chaptcr 34. Plaslic <br />skyliQhts am allowed only under tl+.e cronditions <br />specified in Seclion 5205. <br />Glass and g�azinC shoWd complY with Chaptcr <br />54. Typc and thickness ol glass should be <br />specified. <br />Glass and F.�azing in hazardous locations Should <br />comniv with Sedion 5406. <br />STRUCTURAL '� <br />Special inspect�on in conform;nce with Seclion <br />305 is feqUired for the lollmving woik: <br />(a) Structural concrete whe�e the design is <br />baseA on an ultimatc rompressive strrngth <br />in ezcess of 2C00 pcunAs Per square indi. <br />(b) All welding excepl �•I�ere dene in lhe shap <br />oi an x{;prwed ;a�neator. <br />(c) Inslxllalion of high streneth bolts. <br />(d) Prestressin� wurk. <br />(e) Atasonry wo�k reGUired by Chap:cr 24. <br />Soil.classifieation in conformancc r.ith Table No. <br />28�6 tnd ...__ ..................... pounds per sQuaie <br />foot soil bearin� value usrd in design should <br />be specified on plans. Section 2905 (a). <br />Thc foundation investieation report menlioned in <br />plans was not indudeA in data for.varded [o us. <br />It shoulA be submitted for revie•r�. <br />All mason�� or concmte eiements res'.ting seis� <br />mic forces should quality as rcinlorced elr <br />ments. Section 231�t (k) 3. <br />Precast concmle wall panels ere limited to an <br />hlt retio of 36 (25). Sedion 2G16 (c). <br />\Yood members may support loads from ma� <br />sonry or concmtc aniy undcr 4�e condition, <br />specified in Section 2516 (a). <br />StrucWral cakulations should bc submitled m <br />juslify thc adcquaty ol Ihc strudural system <br />in resisting scismic and winA loads, and sup� <br />porlinE Je. d and live loads. 1"his indudes <br />foundations. <br />L2. JustifyinC calculations and dclails should Ue pm� <br />vidcAtor ............................................................ <br />................................... <br />15J. Roofs shall bc designcA for snow Ioads of <br />' ....._ ............... pounAs per squarc (oat. Section <br />2305 (c). <br />15A. Thc roof shoulA bc desifncd for uplift wind pres� <br />' S11105 w1U1 dIIC f.OI151ACLttiOn ior i.,���ai z��nnon <br />of compression flangr.s ol flexural membCrS. <br />155. floor load should cunsidcr a 20�pnund Pcr <br />squarc fool P:�rlilion IoaA. :oclion '1.302 (b). <br />15G Marquces :hnuld be des�gnrd lor a GO�pounA per <br />squarc lool livc load. Tablc �o. '13�A. <br />Shccl IJo. 5 of 6 Shccls <br />