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<br /> 120. Vlhen ihrrc or morc enils arc rcquircd, no morc .
<br /> Ih.n h•io rcquired cr.ds r:houtd cai( into lhc Flft[f'LAC[3 AND CIIIIdNflYS
<br /> •.�mc cxit syslcin. SccGon 33ll (b). � •
<br /> � )2L No poinl in . ronm m , building ;twuld I�c inom r 136. Chirnncys should comp�y �rilh Sctlions 3703
<br /> lh.^.n %5 fccl tn an cxit curridor. cntloscd �:tair � and 37UA.
<br /> ' . vmy or ealr�ior o1 ltie Uulltlmg. Seclion 3J17� 139. FirepLir.es 'md 6arhecues 5boulA comply with
<br /> (c). Scclion �707. '
<br /> �zz. ex�i��,� u:�ou�i� :�dio��,�nr tooms should compiy -
<br /> with Seclion 3317 (A). � piNI5F1 SYOHR
<br /> , 123.I t�.���c i�a�drn�c �s r������cd o�� oKa dour�:seNn,r - -- ' .-
<br /> ro0nts containing moic Iltan ]00 occup.nls 1.i0. Thc inlciior v+all and tcilmg finishc; •IwWd bc
<br /> anJ in corridors ol Group C Occupaneics. Scr specilicd �ud eomply w�Ui Tahic I:o. 42�[3 and
<br /> lion 3317 (1). Settion 4?03.
<br /> 124. Cvcry room in a Gwup U Ottupancy shnuld liavr. 141. Gypsum aallbo�rd (mlrrinr lath .nd plaster) .
<br /> accrss lo nl ieast I�eo Iegal means ol egress. eannol be inslalled on vieathci�ezpesed sur�
<br /> Seclion 331II (a). faces. Seclions 4705, 17]1, See Serlion 42A
<br /> tor definilion of v:cathcr cr.pn;cd surfaer.
<br /> ' 7'n. Doors trom bcdrooms and v.�arJs ol Croup U -----
<br /> � Oceupancie; .nd all ezil opening�: ���herr non• 142. Skyli�;hls should con;ply viilh Chapter 34. Pla,tic
<br /> .mbld•nlory palicnls are houscd shrndd have a skylighls .ic alloweJ only undcr the conJilions
<br /> � tninimum dear widlh nl 4q inches. I:o pro- ' spec�lied in Sec6on 52G5. �
<br /> jedions in this width a�e alloe:ed Scclion 331ll 7q3, 6!ass �nd lazin should eom
<br /> �n�, c c, n:y �du� ci�antc�
<br /> 54. l�ypc and thkknr.s o( glass should bc
<br /> l"[6. Panic hardwaie is requimd nn exit douis s^_rving speeilied.
<br /> morc Ihan 50 cttupanix in Group D OccuP�m � 144. Glns; and lozin
<br /> eics untcss lhcrc is no lalch or bci;. Seclion �' C C in hazarAous locations should
<br /> , 337U (f). � . '� comply wiUi Section S40G.
<br /> � � - SiRUCTURAL '�
<br /> ' FLOOR, ROOF CONSTRUCTION, COVERIIJG, . ' �
<br /> SKYLIGlITS, ROOF STRUCTURES 145. Special insped�on in confurmance r�ith Sedion �
<br /> 305 i, required for ihe follnwinr�vork:
<br /> 127. The spacc bclwer.n wood (ioor consirudion anA ��) ������tur..l concre;c where U�e Cesiqn is
<br /> based un ,n uliimntc comprr:ivu vlrcnClh
<br /> T �uspended ceilin;; bcluv should be divided � . in ev[e<s of 2C00 pcur.ds per square iuch.
<br /> inlo arezs aol ezcecdin�; 7GU0 squarc IceL (p) �II �•;clding cxcopl where Ucnc in Dic shop
<br /> Scclion 2:i]% ("). _ of an ::�;pruvcA :abn[ator.
<br /> l � 7??.I Alties ol coniAustible malerial shuuid be divided (�) Insl'ella;ion ol hi!,�h ;tr�n�;h bolts.
<br /> inlo areas nnl eccecAir�g JOOJ (9�00) squam (d) P�es!ressing work.
<br /> 1ccl. Sectiun 3[CS (b). (e) I.tasonry woik rcGuired by Cli,p;cr 24.
<br /> - 123.i ftoof drain��e shoulA be conducted under ihe 1�iG. Soil.c�.;silication in conlormancc wilh"fable ::o.
<br /> pubiic siCev�alk. Seclion 320i (e). 26�I1 ::nd .................... ... pounds Per;9uarc
<br /> - , tool soil bcarin� value usrd in AcsiFn shculd ,
<br /> 130. Ovcrllot: dr�h�; having I;�,c s�inc sizc as root � be spr.ci(icd on plans. 3ectivn 2905 (o).
<br /> drains anA on inCe��.endent dt,in lines are r�� - --
<br /> quimd. In licu of ihis, ovcrtlow scuppcis thrce »7. The foundation investigation report mentionnd in
<br /> . � limes ihc sizc o( roa(drains:hould be inslatied -plans was not inciuded i� dala fonvarded to us.
<br /> in parapcl w,Iis. Ovrrflow systcro should havc Il shuulA h^ submitt^_d for revievi.
<br /> iNels loe,(ed 2 inches above ihe Iow poin;s 148. Ail masonrv ur concrete dements resis:ing seis�
<br /> � of the rool. Srction 3207 Ic). � mic lorc,- shoWd quaLfy as reintorced elo-
<br /> � � 131.1 The nggregale area of penthouce.ar.d other rcot menL•. Sedien 2314 (k) 3.
<br /> slmtlures cannot excced 33�/� pe2ent o1 the 7q9, P�ecast concrete wall anels are IimiteA to an
<br /> su��on�n� root a�c�. sc�aon 3601 (b). . h!t �atio o( 3G (25). Section 2G1G (c).
<br /> , � flRGEXTINGUISHIWG SYSTEId 150. 1Yood mcmbers may support loads Irom ma�
<br /> � sonry or concrcic ony� widcr thc con�ilion;
<br /> _ . specilied in Seclion 251G (a).
<br /> � 132. An approved aU�omalie lire�ectingui:hing sysletn 151. Struclural toltulalion; should he submilled lo
<br /> . . in the ...._...................................... is rcquucd. , juslify Ihe nAcquazy ol thc struclural system
<br /> $eclion 3R02 (b). l�his in[ludes blind •paces in iesis(ing seisntic and wind loads, antl sup�
<br /> cnNoscd wliolly or paKly by crnnbustiLlc com porlin� dcad and livc loads. 7his includes
<br /> strucLiun. . � faUndalions.
<br /> . ]??.' lhy slandpipes mc rcquired in buildinps lour or ]52, Juslifyin�;caieulalions and dclails should Lc pro�
<br /> moro storics in height. tictlinn 3803. vidcd for............................................................
<br /> ]�.I \1'cl slanJpipes arc ree,uired as sprcified in See� ................................C........................................
<br /> ' tiun 3ft04. 153. Raofs shill bc desi ned for snow IoaAs of
<br /> 1>5, Coii�binalion standpinec arc recpiired in build -• � �••-•�• PounJs per spuarc foot. Seclion �
<br /> inr.s �ac�d���� �;o ioci in hci�hL ScUion 3G05 2305 (c).
<br /> � � ���• 154. Thc roof shoidd bo Jesil:ncd (or uplif� wind prrs•
<br /> ( 13E.' 6uildin�s six stories or mmn in hcif.hl si�nutA be su�rs w�m a��c �o��.�acr,,i�o�� ror i;��o�:,i 5����on
<br /> o( compressiun Ilanpr.s M Ilezunl mcinbcrs.
<br /> \ ' I providrd wilh nol Icss Ihan unc slanJpipc dur• � -�__ ________.__
<br /> iup cons�ruclion. Sc�liun 380G (b). 155. flnor load shrntld considcr a 20�pound pqr
<br /> IS).� Fiir�c�4i�r;uishmg iy;li�m ptons �.houlJ bc snb. __ s9����c fool p:ulilion Ioad. ^,rclion 2:102 (b).
<br /> mi11r.J In yon to dclemm�e cumPliance vnU� 150. 1.1art�uuc: sl�ould Le Acsie��ed Inr a f,D�pound per
<br /> � appl¢ablo budJin�, ptumhin��. nnd firc todcs. squarc foul tivc loatl. l`nbtc No. 23�A.
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