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121: <br />123: <br />126: <br />] 27. <br />�` 126. <br />129. <br />130. <br />c <br />When threc or more exits are required, no more <br />than lwo rccryired exils should c.d into lhe <br />samc cait syslem. Section 3317 (h). <br />No poinl in a room in a building shoulA 6c morc <br />than 75 fect to an ezit torridor, cndoscd stairv <br />way or exlcrior of the huiltlin�. Section 33ll� <br />. <<� • <br />�X;i;nr, u�ro��n adloininp rooms should comply <br />witb Sedion 33ll (d). <br />Panie hardware is requircd on exi[ Joors servins <br />rooms containing more than 100 occup�nts <br />dnd in eorridors of Group C Occupancies. Sco <br />tion 3317 (i). <br />Ev � i room in a Croup D Occupancy shouid have <br />a� 2ss to at least Uvo Icgal mcans of cEress. <br />, ScUion 3318 (a). <br />Doors irom beJrooms and wards ot Graup D <br />Oeeupaneies and all ead Openin(;s where nom <br />ambuialory paticnis are houscd should have a <br />minimum dear width of 44 inches. No pro� <br />Jections in this widlh ate ailowed. ScUion 3318 <br />(b). <br />Panic hard�vare is requircd on ezit doors serving <br />morc lhan 50 ctcupants in Group D Occupam <br />eies unless lhere is no lalch or Iock. Section <br />3316 (f). <br />FLOOR, ROOF CONSTP.UCTION, COVERIMG, . <br />SICYLIGHTS, ROOF STRUCTiIRES <br />Thc space brtv.•ecn wood fioor construdion and <br />a suspended tciling bclow shodld be divided <br />inlo arexs not esceeding 1000 squam feet. <br />Section 2517 (^_`. <br />Altics of eomhusliblc malcrial should bc divided <br />into areas nnt esceeding 3000 (9�00) square <br />fceL Sectiun 3205 (b). <br />Roof dminaGe should be conduded under lhe <br />public siAewalk. Seclion 3207 (e). <br />Ovcrtlow Ar,.iir having U�c samc size as roof <br />drains and m� indzpendent dr. in lines are re� <br />quimd. In licu of this, ovcr(low ScuUPcrs ihrce <br />limes ihc size of rool drnins shauld be inslalled <br />in parapcl �valis. OveHlow system s��oulJ havc <br />inlets IocaicJ 2 inches a6ove the �o�.v points <br />of lhe rooL Section 3207 (c). <br />I3.1. I The a(!P.�ep,ate area of penlhousc: anJ o;her rcof <br />slructures cannol caceecl 3J�/� pe¢enl of the <br />supportin� roof awa. Seclion 3601 (b). <br />132. <br />� 7s. <br />13:. <br />] 35. <br />{ <br />136. <br />, . <br />is�. <br />FIRE•EXTIt.GUISHING SYSTEM <br />� -�. <br />- /) . <br />\ FIREPLACES AND CHIMNEYS <br />�, . <br />'� 138. Chimricys should comply with Seclion. 3703 <br />��.,� and'370A. <br />139. Fireplar.es and barbecucs shouid mmplY with <br />Scclion 9707. <br />� FINISH WORK � <br />An appmved aulonalic �irc�calinGuishinG system <br />in llic ....................................... is required. <br />Sedion 3802 (b). This Includes blind spaces <br />endosed wholly ar pa-tiy by combustible com <br />strucliun. � <br />rny 5ia�,dr��e5 ,rc ���u���d in buildin�s four or <br />morc storics in hciphL Seciion 3803. <br />\1'cl stanJpipes aie required as specificA in Sco <br />lion 3804. <br />Cotiibinaliun standpipes are mquired in build� <br />inCs ezcedin� 150 leet in hcighL Section 3605 <br />(�)• <br />Duildinl!s siz slurics or morc in hciphl shoidd be <br />provided wllh nol Icss ll��n unc standpipc dur• <br />in(; construclion. S�•clion 3Ft06 (b). <br />Firac�xiin!;uisliin[; sysl�•rn plans shoulJ bc suti� <br />millr.d lo you to dclmminc compliancc vrith <br />applicablc hiidding. P�umhin��, anA lim codes. <br />1�.5. <br />146.' <br />147. <br />1A6. <br />149. <br />150. <br />151. <br />152. <br />: 53. <br />154. <br />IJJ. <br />�sc. <br />Shccl No. 5 01 G Shcels <br />Thc intcrior wall and cciling finishes sh?ulA 6c <br />specilicd and comply wilh Ta��c No. 42-:7 and <br />Seclion 4203. <br />Gypsum N�allboard (interior lath and plaster) <br />cannot be inslalled on wmthcrecpcsed sur <br />faces. Seclions 4705, 17ll. See Section 424 <br />tor definitian ot weathcr exooscd surface. <br />Skyliehts should comply wilh Chaptcr 34. Ploslic <br />skylights arc allowed only under U�c c:onditions <br />specilicd in Settion 5205. <br />Glass and �lazing should comply viith Chaplcr <br />SA. Type and lhickness ol �lass should be <br />speciticd. <br />Glass and glazing in hazardous locations should <br />comply with Section 5400. __ <br />STRUCTURAL <br />Special inspettion in conformance viith Section <br />305 is required for the ioliowine work: <br />(a) SlNctural concrete where ihe design is <br />based on an uttimate comD�essivc slrength <br />in ezcess of 2CD0 pGunds per squarc indi. <br />(b) All �velding ezcepl a•here c'ene in the shop <br />cf an ::{:proved tabncator. <br />(c) Installa7ion of hip,h strcn(;th 60115. <br />(d) Prcs!ressing v+ork. <br />(e) Alasonry vroik rcGuired by Chapicr 24. <br />Soil cl. ssifiwtion in contormancc with Tablc No. <br />28�� anA ............................ PounJs Pcr squa�o <br />toot soil bearing valuc used in Aesign should <br />be specificd on plans. Section 2905 (a). <br />Thc'foundalion investieation report mentioned in <br />plans was no[ includeA in data fonvarded to us. <br />It shoul�l b^_ submi?ted for revie•:r. <br />AII mosonry or r.nncrcic elements resi:tin� scis• <br />mic torces should qualily as mintorced ela <br />menls. Seclion 2314 (k) 3. <br />Precast concrete vra�l parels are limited to an <br />hlt ralio of 36 (25). Sedion 26t6 (c). <br />Wood membcrs may support loads from ma� <br />sonry or concrcic only undcr thc conditions <br />specified in Seclian 251G (a). <br />Struelural ealculations shculd bc submilted to <br />justity lhe adequacy of ine strucwral system <br />in rcsistin� scismic and wind loads, and sup• <br />portin� d::.�l and livc loacis. 1'liis includes <br />foundations. <br />Juslifying calculalions and Jcl�ils should he pro� <br />vicicdfor ............................................................ <br />.......................................................................... <br />Roofs shail Im, desiCncA tor snow loads of <br />...................... pounds per squarafoot Section <br />2305 (c). <br />Thc roof shoulA bc desiP.ned for uplill aiind pres• <br />sures wiU� clne consideralion lor lalemi support <br />of compression flan�es of Ilexunl memBers. <br />I'Inor lond should cunsiAcr a 20�pound per <br />squarc fool p:uti�ion load. S^ctinn 2302 (b)• _ <br />Ma�quccs should hi Jespnr.d lof a f,0�puund per <br />squarc fool iivc load. Tablc No. "L3�A. <br />