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<br /> ]20. V;hen threc or morc exils a�c rrquireA, nn morc � FIR[PUCES AND CIiIM1iNf.YS
<br /> than two icquircd crds shoutd c.d into lhc , ,
<br /> Samc exit •..Y'•tem. Scclion :i317 (h). -
<br /> --- - 13Q. Chinmcys :houltl mmply wilh SeGlions 3703
<br /> � 12:. tJo p0inl in a wom m a buildin�; ;hould bc morc .uJ 370A.
<br /> than 75 1Crl lo ,n exil tonidor. cnclo;cd stoir " _
<br /> � way or cAlcrior ot thc buddin�. Scetion 3317� 13'J. f impinres ,nd barbceucs shoulA eompiy vnlh
<br /> ���, Seclion J70%.
<br /> . )!2. I.xilin(; lhmugh adinining rooms �IioulA comPly . fINISN 5'lORIC
<br /> �vitt� ticUim� 3J17 (d). .
<br /> 1[3. Ptmic hJrdvnm is rcquircd on rr.it doors scrvin�{ 1q0. Thc intcrior �voll anA Cr.din�, finiahc5 ShoWA bc �
<br /> rooms Containin7l ��tme 16au ]OU uccuP�+��is specificJ and [omply wdh Taldu IJo. 42�I3 and
<br /> ,nJ in corridor.� of Group C Occup.inaes. Sec Seclion A203. �
<br /> fion 3317 (I). - --- ' -
<br /> 1i,. Cvcry mom in a 6roup D Occupancy should hovr. I4]� Gypsum u�a�lbomd Qntcrior lath and pla,tor)
<br /> �ccess �o al Ica�l Qvo Irgal ntcan, 01 egress. . �:+nnot be installed on v:cithrrrapcsr,d :m-
<br /> I 5celion 337fl (a)f t.crs. Scctiou: �i7b5. 1%11. Soc ;eelion 4"l4
<br /> . �or de(iuilion o( vrezlhcr crposcA surfxe.
<br /> • ][5. Dnnrs trom beJrooms ancl ward; ol GrouP U 742. SI<yiighls shouid com�dy with Chaptcr 34. Plaslic ..
<br /> Uccupancies and .ill evif opening: where aom sl;yli�;his aie .Ilov:cd only urAcr lhe conJilions
<br /> .mbuLdory Pelirnts .re houscd sl;ouid liTve a specifieA in Seclion 5205.
<br /> minimum de:u �vidlh of 44 inehcs. Wo pro� _
<br /> jttlions in Ihis w.idlh am allo�^ed. Srclion 3318 1A3. Glar.: :+nd giazing shoWd cornpiy viiUi Chnplcr
<br /> (b). 54. 1'ypc and ihickness of gl;r,s should bc
<br /> I2u. Panic harAv+arc is requireA on eri; doois serving �sPetificd.
<br /> morc than 5U cccupants in Group U Ocaipan• iqq, Gias, ,nd glmin(( in haxardo�u locations should
<br /> cies unlers thcre,is no lalch or lod;. Seclion eomply r:ilh Section 540G.
<br /> , 3318 (t). � . .
<br /> • � - STItUCTURAL '�
<br /> � FLOOR, ROOF COPJSTRUC.TIOIJ, COVCRIIJG, . � - _
<br /> SKYI.IGHTS, ROOF STRUGTUItLS 145. ' SPecisl inspetlion in conformance with Section
<br /> 305 is rcquiic:l (or tiic folin�.ving worY,:
<br /> (n) SUuctural concrNc vihcre thr, dcsign is
<br /> 127.1 The space betr.cen weod Iloor constii�ction and 6ased on zn ultiriate comp:essive strenf,ih
<br /> a e.uspr.ndad ccilm(; I:elow sho�dd bc divided in ezcc55 0( 2C00 Pcunds ;:cr squarc iucli.
<br /> iuto arczs not exceedlnp, 1G00 square teeL (b) !dl welding ezcepl where dene in Uie shap
<br /> 'Scdion 2`.i17 (c�. o( an ::pp�we<I f::bnc^tor.
<br /> l --�------- - � (c) Inslallntion M hi��6 sVcu[,;h bolt;.
<br /> 12^.i Alties of combuslihlc matc�ial should bc dirided (cij Pms!res;ing worY..
<br /> info ,rcas nol c,:cecdin� 3C�0 (90U0) square (�) �,7:,;onry v+oiY, rc,vired by Chap:cr 2A.
<br /> � 1ceL ScUiou 3[US (b). .
<br /> . ]2?.� Root draina[;c shouid Lc conAucicd undcr lhc 14G. :%ciLd.;sification in conformancu e:;h Table !Jo.
<br /> I , pul;lic sideeialk. ScUion 37.07 (c). 'J.i3�13 end ............................ Pounds ucr squarc
<br /> � foot soil 6carin� value usrd in design should .
<br /> � 130. Ovciflotv drins having U�c scmc sim 0, rool be spe[ified on plans. Section 2905 (a).
<br /> drains and on ind^_I��'i�<Icnt Arain lines are rc� �q),� 7��c foUndalion inecstig�'ion report menlionr,d in
<br /> quiicd. In licu of thl;, nverliow scul`Pc�s ihree plans v:as nut induded in dala forviarded to us.
<br /> timcs lhe size ol rool Jr.ins;houid I;c intlalled II SIl0fllfi L_ SOV:itl!SCL for revic:v.
<br /> � in 1»rapct walis. Ovciflow syslcro sl�ould havc -
<br /> inlcls IoealeJ 2 inches zbnve the Iow points 14II� Atl masonrv or concrr,(e elr.mr.nis resis;ing seis�
<br /> � of Um rool. Seclion 3207 (c). mic forces should quoldy as rcinforced elo-
<br /> - . . 131�,i lhe aGC.re2nle area of Penlhotec.and clher rcoi . mr.nt;. Seciion 2314 (k) 3. _
<br /> struchires canno! raceed 33�/� percen� ol lhe ]q9, Pmcast Concrete viail panels are limited to an
<br /> suppoiting ioof inen. Sedion 3G01 (b). h/( ralio of 36 (25). Section "161G (c).
<br /> 150: \'Jood inembrrs mzy support Ioads Irom ma�
<br /> � � PIRGHXTINGUISiI1NG SYSTL'M sonry or conucic only undcr lhe condilions
<br /> ' ' - specified in Seclion 7.516 (a).
<br /> � 132. An approved aulomalic�ire�ezlinpui.hing sysleiii 1G1. SltucWrai calculations should be su6mitled lo
<br /> � in the ............................................ is reQuired. , jus�ify lhe adequacy ol Ihe structural system
<br /> Seclion 3002 (61. ihis ineWdes Glind spaces in �esislin� scismic and wmd Inads, and sup�
<br /> endosed wholly or �:a�tly by combustibie Com portin�; dcad and livc loads. This inrludes
<br /> sUuclion. . Toundalions. __
<br /> , 1??.� Diy slandpipes �ie requiicd in buildin�s louf or ]vT.: Ju.litying calculalion; and deWiP shoUld 6e pro� .
<br /> � mom storics in hcil:hl. Scction ">G03. vidcd for............................................................
<br /> � . ................:.........................................................
<br /> 13;.I \\"cl slanJpipes arc rcquimd as spccificJ in Sco - �
<br /> tion 3R04. 153: Roofs shail bc designcd for snow loads of
<br /> " ...................... potmds per ;quxe loot. Seclion
<br /> � 13i.1 Coiiibinalion stan:IpiPes are �equu�ed in builA. ��pg (c). .
<br /> i I in�x cxeedini; 1S0 (eel in heipht. Scr.lion 3805 -
<br /> \ (I�). 154: l�hc roof sliould b^desip.ncd for uNill wind pres�
<br /> sum,will� dnc cmisicfrralion Inr Inlr.rnl tupport
<br /> � ]3:.' f.uildin c siK storics or morc in hrighl shoulA Im
<br /> � u( comprc�;ion finnpr.s ol IWxural mcmbcrs.
<br /> �� � I proviilyd w:lh nnl Irtis lhan unc slandpipc dUI� - - --------'-
<br /> in,^, construclion. S,•clinn 3fiOG (b). L5. JI IooY Ina:l s��ould coialdcr , 2G�pound prr
<br /> . _ - squorc lon! p:ulilinn load. S^r.lion 23O2 (bJ.
<br /> 13i.� I-iir���viu�iP�iShing .yslrm plans shculJ bc :u6. -__"-__'._'__'_-_-_______'.- __
<br /> fnilleJ Icr )mi lu JctriniiuC Conipli,�nre vnU� ]SG. tda�qures should h�desq7md lor a r:D�pounJ per
<br /> In+dic�blc budJinlL Phmihinl:�-i���l luc todes. sqll�rl` foul IiVC IJad. T�blc No. '13��.
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