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<br /> 12U, When lhrcc or morc c>its arc required, no morc ' FIREPUIC[S AND CHIIdNEYS
<br /> Ithan tvro rcquired cr.ds shouid exil inlo Ihe , ,
<br /> Same cxit syslem.Section 3317 (b).
<br /> - 13II. Chinmcys ahould comp!y willi Sedians 3703
<br /> � 121. Wo poinl in a room in a builJinC%hould bc morc ,nd '37U4.
<br /> . tlwn 75 iCcl to an exit torridor, endosed stair• � ___ '
<br /> . .w:iy or exleriur of lhe budUing. Section 3317� 139. f�irepiar,es nnd barbewes shoulA comply with ,
<br /> � (t). Scction 3707.
<br /> 722, Lzilin� livouf,�� �di�ining rcams shoulA compty FINISH WORK
<br /> � with Scclion 3317 (d). ' .
<br /> , 7�3. Panic hardvnrc is icyuired on txit doors scrvinC 140. Thc intcrior wall ,nJ cciiing finishes should 6c
<br /> roonu conWmmC nwro Uian 100 occupants spccilicd :md corttply wlUi Tah�c No. 42�U and
<br /> and in eorriJors of Group C Occupancies. Sec• Section 4203.
<br /> tion 331% (j). -
<br /> 12.. Cvery room in a Group D Occup�ncy should have lAl. Gyp.um v.allboard (mterior lath and plaster)
<br /> access to al Icast lwo Ic�al nmans ot cricss. eannot be inslailed on v+calhcr�capesed sur•
<br /> Section 3318 (a). faces. Seclions �705, 17]1. See Sc•ction 42�1
<br /> • tor definilion of wenlher exposM curtace.
<br /> • 125. Doors from bedrooms and viards ol Gruup D 142. SkylinhL should eomVly wilh Chaptcr 3A. Plaslie
<br /> Occuf»ncics and aIl exil opcnim;; where nom skyiights aie allowed onl�� urdcr 1Le conditiuns
<br /> ambuLdory paticnls arc huused :I�ould have a spenOcd in Section 5205.
<br /> � minimum dcar �vidlh cf 44 inchcs. No pro�
<br /> . jedions in this widih zie alloemd. Section 3318 143: Glass and plazing should eomply viith Chapler
<br /> (b), yq, Typc and thicY.ness o( Class should bc
<br /> ]2u. Panie hardw,re is rrquircA on exit doors servins specitieJ.
<br /> morc lhan 50 ctcupants in Group D Occupan• 144. Giass ,nJ P.lazing in hazardou, locations should
<br /> cies uNess there,is no lalch or loek. Section eompiy with Seclion 540u.
<br /> . . 3316 (1)• . . --
<br /> • • , . STRUCiURAL " .
<br /> � FLOOR, ROOF COPISTRUCTION, COVERING, . � � -
<br /> SKYLIGHTS, ROOF STRUCTURE5 , d45. SpeciaiinspetUon in ton(orman[c with ScUion
<br /> � 305 is required for Ihe lotlneiing�vork:
<br /> � (a) Slniciur..l conuelc v:hcre tl;e desi�n is
<br /> ]27. The space betv.•een wooJ floor eonslrudion and based on xn uitimate Comptes'ivu stren�;ih
<br /> a e:u;pcndcd tcilin� bclov sho�ld be divided � , in er.tess of 7.L`00 pcucds per squaie indi.
<br /> . inlo 5mu nol cr.tecding lUUO squarc fceL � . (b) Ail v:eLling c>:[ept whcrc drne in lhc shop
<br /> Seetion 25ll (^_). � of an ::�;proved t�bncator.
<br /> l - -�--- �� (C) InSlalla:ion of liir,°I� strcu�th bolts.
<br /> 122.� Attirs nf condmstible malerial should be divided - (d) Pres!recsing wurk..
<br /> inlo ateas not esceedin� 3000 (9�OD) squaro (e) Atasonry vioik rcGuiied by ChaP:er 24.
<br /> tecL Seclion 3205 (b). ,
<br /> � 123.� Roof drainogc shooid bc eonAu[led undcr Uie 14G. Soil.d,ssifiwtion in contormance wi:h Tahlc !:n.
<br /> � � . 2II�0 and .........................v. pounds Ic r s9uzro
<br /> putiic siCevialk. Scclion 3207 (e). foct soil bearin� value used m dr.si n should
<br /> � 130. Ovcrflor� drain: having tl�c samc sizc as rool bc sPrciticcf on ptans Section ?905 (a).
<br /> drains and on inCcpendenl d�ain lines are re� , 147. The toundation investigation report rnenlioned in
<br /> quired. In licu of this, ovciflow scunPers three plans was not included in dala for.varded to us.
<br /> times lhc size of rool drains shoulA Le installed It shotdA be submi!tc^ for review.
<br /> - in porapcl walls. Overtlow systcro should ii3vc
<br /> inlcls lotnled 2 inthes aboee 1hc low points �qp, Ail masonry or eoncrMc clemen(s resisting scis
<br /> � �of the rool. Section 3207 (c). � mie torces should quali'y as reinforced ele�
<br /> -- �'a-- menls. Sedion 2314 (k) 3.
<br /> ' � 131.� Thc aggicg�te�rca of per�thousc.�r.A othcr r.�oi .
<br /> slructu«�s cannot er.ceed 3J�/� percenl oi the )q9, i'recast concrete wall paneis are limiled to an
<br /> � supporting roof aiea. Setliun 3G01 (b). . h/t ralio of 36 (25j. Section 2GiG (c).
<br /> � . 150. \Yood members may suVPort loads Irom mr
<br /> � FIRGEXTINGUISHING 51'STCM sonry or convctc only andcr thc conditions �
<br /> ' ' . � specified in Section 251G (a).
<br /> � 132. An approved aulomalie�ire�ealinC�i�shing system 151. Struclura� cakulalions Shouid be submitted lo
<br /> . . In the ............................................ is required. , lustify Ihc adc9uacy o` ihc siructumi system
<br /> Section 3602 (b). Tliis indudes blind sp.ces in �e�isting seismic and wind Ioads, antl sup•
<br /> endosed whnlly or pa-liy by combustible com portinC deod and live loads. This ii�cludes
<br /> stiucliun. . � foundatio�u.
<br /> )?3,I 11ry s�anclpipcs �re tc�piiicd in buildinps four or 15?. Juslifyin�,calculations and deWils should bc pro� ,
<br /> more e.toiics in hci[:ht. Section 3603. videJ for............................................................
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<br /> ]:�.I 41'cl slanJpipes aie mquired as spccificd in Sec
<br /> tion 3H04. 153. Roofs shall bc designr.d for snovi loads o(
<br /> , ' . ....... pounds per squarc fooL Seclion
<br /> li5.' Co�ii6in.tion sl�ndpipcs aic required in build- 1.305 (e). �
<br /> in�s ezeedinQ 150 fecl in hciL'hL Sedion 3005 -
<br /> � I ���, . 15A. Thc roof shoWA be desil:ned for uplifl wind pres
<br /> , sures w�u� d��o�o�,;��i�,�.,i�o�� ior i;�icr,I Sll(�(1DI�
<br /> ]3E.' [3uilAin�s siz slorics ar morc in hci�hl shou�d bc of cmnpres;ion flnn�,r.s ol flcxunl mcmbcrs.
<br /> �� � I providecl with nnl Icss lhan unc standpipc durv � - ---- --
<br /> , in� constiudion. Soclinn 3£SOG (b). . 15'✓. floor load ;houlA cousidcr a 20�pound pr.r
<br /> .. ' squnrc fonl P:��tilion load. S^clion 2J02 (b).
<br /> ]c7.' Fiic��•�iii�l:��i:.hin�! syslrrn plans shoulJ bc sul�. --- ------- -
<br /> � milled lo you lo Jcicimine compliance vrilh 15G. Mmqur.cs shutdil be desi��ncA�a a f,D�puund per
<br /> opplicnblc budJinC, Plum6in�, anA firc Codcs. squarc foot livc luad. Tublc No. '1.3•A.
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