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<br /> 72il. Ylhen lhrrc or morc exits arc «quired, no more
<br /> � lhan tvro required exds shoultl ced ioto ihe FlREPUICES AND CHIIdNEYS
<br /> samc exit systcm. Scction 3317 (h).
<br /> ]2L No point in a room m a Guildiim :hould bc nmrc 138. Chimncy; :�houlA eemply with Sections 3703
<br /> than %5 (et4 10 an exit torridor, rnrlosetl ;toir ' �0�� 3��'��
<br /> �� v:ay o� exlerior of lhe UuilGin�. Seclion 3317� 139. Fireplar.es •and Larhecue, shoWd eo,nply vrith
<br /> �0�' r- ScUion 3707, �
<br /> iz2. ex�i��� mro�r.�� �dioininp rooms shouid comply
<br /> � Y,;:n s«i�o� 3317 (d), • FINISIT Yroc�K
<br /> ]2'. P,nic hardwarc is requircd on ezlt doors serving �I
<br /> ✓ rooms tontaining mom than ]00 uecupants 1�0. Tlic intcrior vrall and ecilin� fini:hes shou!d hc
<br /> and in torridors of Group C Otcupanci^s. See �,- specifie<I �nd eomply wilh 7'abie fto. 42�� ind I
<br /> tion 3317 (j). Seclion �203,
<br /> I2,.I Evcry room in a Group D Occupancy should have 141• 'Gypsum e:ailboord (interior Iath and� �;lo;;er)
<br /> �/ access lo at Ica;( twu lega� means ol cgress. � wnnot be i�;�alleA on v:eather•erpes�d ;ur.
<br /> _eetion 3318 (a�. � faces. Secti�ns 4705, 1711. See Section 42:
<br /> ' for definition ef vm.ther exposeA surface.
<br /> ' 12i. �oors frem b^drooms and wards of Group D --
<br /> � Octupancics and all cr.it op^ninr•, v;Lcrc nom 1A2. Sl:ylirhts should rnmply wrth Chaptcr 34. P!.r,!ic
<br /> ambulalory patients are housed shoufd havc a ��� sf:ylii hts arc al:or.ed unly urder U;e•ronditiun;
<br /> ' ' minimtnn cl=ar v:idth of t.4 inchc.. No pro• spcnficd in Scction $205. �
<br /> jcUions in this e:iJth a�c Gl;oveJ. Section 3313 143. C,!ass �nti glazir+e ,hould comply viilh Chap;cr
<br /> �b�' 54. Typc and tBickncss of �lass should be
<br /> 120.� Panic hord:vare is reGuirrd on exit dcors >erving � specified. ,
<br /> morc than GO cccu;:ants in Group D Occupzm 14 .I Glzss and P.IazEn^ in hazardous loca:ions shoufd �
<br /> y' cies unless there is no latch m lock. Section eomply e:ith Section 5400.
<br /> 331II (fj. . .
<br /> • . .� STRUCTURAL " I
<br /> FLOOR, ROOF COiiSTRpC.T10N, COVL'RII1G, . ' � J
<br /> SK1'LIGHTS, ROOF STRUCTURcS , , ]4.ri. Spctial inspreiion in conform;n :�ith Section ' � ��
<br /> 305 is requird ior thc foliovnag rror'r.: " � _ �
<br /> ]2Z The space be:ti:•cen v:eod Iloor construction xnd . ' ;� (a} S�rueWrat eoncrN,e vihere Uie desi^n is�� � � �
<br /> based on zn U�l1II�uiC COi�iy:ESiiYC st:en;;lh !
<br /> a suspendeJ ceilln;^, L•elovr shoalJ be divided � jn er,�ess cf 2C�0 Fcur.�s ;:cr s,�iare incli.
<br /> inlo arezs rot♦ exceeding 1U00 square feet: / ' (b) Ail �•:clJin� cxcepl wherc done in tte shop � I
<br /> Section 25ll { , . �
<br /> � - of r.n :P'•:oved S:�bnc,lcr.
<br /> . il?^ i Altics of combustiblc material should bc diviUcd (c) Instal!:�;ion cf high at:cn�;h 6cIL^. �
<br /> I inlo areas nr,t cscecJir� �000 (9�C0) squara (d) PresGessin� c:ort:.
<br /> � icet. Scctiun 32D5 (b). (c) I.tasony a�u'r, reGuired L•y Chaoter 7.•!.
<br /> • 729.� Fioo! drainare shculd be conAucted under the � »G. Scil cias;ifi�;ion in tor,formanct v:ith Te!•!e i;o.
<br /> . ! I puGlic side�r�;ik. Settion 320i (e). 7.E�[3 and ...__..................... pounds per squ.�r� ,
<br /> ,. foot soil bcarin� value used in d^_sirn :hu�!d ,
<br /> 13Q Orerflov drein; having ;;;e same size as roof be spr.cifieu en plans. Section '<905 ;,�;. .
<br /> draios and on ind_pendent dr,in Iines are re• - - - � '
<br /> � quircd. In licu of this, ovcrflov+ scuppers thre^_ 147. 7hc founda:ion ir.vestiE�:ion repor, men'ior.eC �n '
<br /> ' times lhc Size af rCc!drains shCu;d GC ins!alled � N�ns vras noi induded in dala forv:arded to us. � i
<br /> in p�rapet walts. Ovcrllov; <y,lem shouid havc V It SF07I[I I): cpLq;lIC:.0 (or revien. J
<br /> inlels Iocated ? inches ^L+ove the Io•x points � j.r�6. AII n-��son er eonercte ciements resis:in
<br /> � of lhc ro�f. Seclion 3207 (y. � �� � `"'s' i ��
<br /> m�e (orccs sY,oul:l qwli{y as ;;;inforced c.o-
<br /> . . ]31.� 71ic aCFrc�alr,nrc� of p2ntl:ousC.cnd o:hcr rof V menls. Sedi.a 23:4 (f:) 3. �
<br /> . ✓ strectures ranne, exceect 33;i� porcent of the 144. P�ecast eoner�te r:ali pancls vc limited to an
<br /> supportin�; wof areo. Section 3uD1 (b). ' y�', ��/t rztio of 3G (25). Section 2G16 (c). __ �
<br /> , � � . FlRE•CXTR:GUISHItiG SYSTEh1 15U: Ylood memt+z.rs may support lo�d; (rr,m mri- �
<br /> � sonry or m�.H;n�tc only tmdcr thc condition,
<br /> tpecdicd in Scction ?.516 (a). �
<br /> 132. An approved aulomatic liie�eztinguishin�, syslem 151. Slruclural e:+ie�il�lions should be subrnitled tn '.
<br /> � in lhc ............................................ is required. . juslify lhe ac?rquacy of thc strucwnl systcrn �
<br /> V Sedion 3802 (b). lhis incluJes blinJ spaces �� in resisling scismi[ and wind loacfs, and st:p•
<br /> ai�,o;cd ���holly or p��Iy by combuslibic tom pnrlin� J.ad and livc loads. This in[h:dcs
<br /> strucliun. ' foundatious. �
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<br /> ]?3. hp� slan:lpipcs arc rrquired in huitdings four or 15:. Jusli(ying calc�[alions and Gclails ;hould bc i��u�
<br /> �.� ( morc �toiics in hci�:ht. Section 3E03. ✓ vidcd for..�_................ . ............ �
<br /> 73:. \'1cl slanc!I�ipes are requircU as specilied in Sec• ..................�-_---................................................. �
<br /> i I tion 3^004. ]59. Ran(s shail L•c desi�ncA for snovi lo.ids o: ;
<br /> ..�r"....._......_ Puun�s per squaic foot. SeCion �
<br /> 13i T.I Coiilbinition 5m�������cs arC fcqUircd in builJ� ✓ r � ) ,
<br /> inCs ezecdin� ]50 fccl in hcight. Sedion 3Et05 230� e ,
<br /> y ��)• 154. Thr. roo(Shquf�3 L•n deSil:ncd fnr upli(t tvinri pros• (
<br /> 136.° Cuildin;:s siz slurirs or n�orc in heighl should l�e � �- ���^'�v:ilh Jir._enn�ic!rnG�m lor I:�tcr.d +u��f::+:t i
<br /> � ifrnwded v:itl� nnl Ics; Ihnn onc tilondpipe dur� I of compre+i�cn flingr:s M flexival inenu,ve:.
<br /> in�, constnidiGn. Src�ion 3f;Gi� (b). 155. Ilnnf lu�d [.i;nuld Considef i ::O�pomiU P�-r - ! ,
<br /> ]'>i Fi:c�i�x�ii ;ui•dmi ! ✓ Sqn.�re lool 7;:ulrtiou lo:id. 5^clinn :'.:102 (L). I
<br /> 1 . ( �ystrrn plan should bc suh•
<br /> � nnllcJ Io ypu lu Qrlrinunr. cnm�ih.�ncc wilh 15G . I,tarqurc: r.h,+oiJ Lc dc��.q:i��'d In: :� �1Q��:i�wrl p�•r �
<br /> .pplitablo huddinl:. phunhinl'. and lirrt todcs. __ SquarC fucL E!:c In:id. Tablc i�lu. :_3�A. _'_' 7
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