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117. E3CM floor above or below the I• 'nil floor level of <br />Group E Occupancies should maw ass than two ex lf <br />stairs. Section 33191gh <br />8. <br />Exit stairs serving an occupant leap of male roan m <br />a Group E Occupancy snowy nave a mmimuIt clear <br />mom of 5 last. Section 3319 Ig1• <br />119.) Every room corm an oceuoam Iliad exe mq 300 in 3 <br />Group E Occupancy snouid nax one rts exits into a <br />crate aza system. Secli 3at91 <br />120. Wh three or more exits are wine m a Group E <br />Oecu ncr. no more than two bulrea nits snood exit <br />1 into the a exit system. Fort 33191b1. <br />121. <br />In a Group OttvOan w c peon Ina room should be <br />more roan 75 ei to an xrt comaor. encased stairway, <br />or eztenor or th mid g. Siluton 3J191c1. <br />�• ••• I,V IVUIIIJ III OI]IUYY C'..iUUY U.fII' <br />cy ula comp; won 'ec;;en 33191p1. <br />123. I Panic narcw re Is recur n exit coors serving roams <br />wntaimne 0 or mare tic an <br />anon corridors at <br />Group c ccucances. Sectio 33190). <br />124. All lied exterior exit Coors in Gmatt I Oruoancy <br />sit open n ciretmon of exit travel. cson 3321 (a). <br />Xcp,aettfsena <br />oarsIamberroams aria warns o Gro I Ottvttan- <br />nd aI exit ooemngs wnare no mttwalnry <br />s a re nousea snouy naveamnimum earwiatnInchesNo croleccons in this wham a ilowea. <br />ection 3321 101. <br />126. Panic hardware Is mouirea on exit aoom serving re <br />thin 50 documents in Grouo I Occupancies unless IMB <br />is no latch or JOCK. Section 3321 01. <br />FLOOR, ROOF CONSTRUCTION. COVERING, SKYLIGHTS. <br />ROOF STRUCTURES <br />127. <br />Oraftst000ing as specified in Section 2516 in 4 A s i <br />be orowdea within a concealed floor -ceiling aspfnow <br />'armed of comousnole construction. <br />-` <br />128. raftstoocing as soecttiea in Sernon Ao t 6 in 4 B shail <br />oroviced within amcs, mansar overnangs aria <br />sl r concealed spaces to ad of combustible <br />const Ton. <br />129. i Roof dralnaollikmould 11011rooralUi under the Cootie <br />sidewalk. Sscbo (e), <br />730. <br />OveMow araii>�awng same size asmof crams and <br />on Indepe at drelo Ilhe raoUlred. h lieu of this, <br />ovenlovy Scuppers torn rim Inn sae tit roof Chains <br />snoylarbe Installed In oaracei • Is. Overflow system <br />s IC haveiniewocaled2mcnes vethelowoomts <br />me root Section 3207!ct. <br />i{ <br />The aggregate area at oenmouses and other t swc- <br />tures cannot exceed 3314 percent of the support or <br />area. Section 26011b1. <br />AUTOMATIC SPRINKLER SYSTEM <br />1 An aoorovec automatic sonnKler system lwnhe•�� <br />i✓{ i� mouthed. Section 3802. This includes Duna <br />spaces enclosed wholly or oaftly by combustible <br />Construction. <br />Class I or III sfanaomes are reawrea i eg bund- <br />I. ur or more stones In able No. <br />134_ I CI naotoes saeclnea in Table <br />135. clazs III star^^loan are reawmd n buildings rig <br />,l 150 lost in I. Tattle No. 38-A, <br />136. Bull sr: stones or tip mom stiuid be pro- <br />,loaa wi of less I we stanadion ouning con- <br />strualan. S 6101. <br />137. A uc sonnitler sidea <br />d me comolVUcaaeCaing,oS <br />pmmomg and hre coon. <br />FIREPLACES AND CHIMNEYS <br />8 1 Chineys should comply twin Sections J , <br />>FTemol.ace <br />3706. <br />139.11-01 n s hind Comply wen Section <br />FINISH WORK <br />.:`, The Inienorwati and cenmg:inisnes snows ^ tied <br />� <br />ccmoiy vim Tattle No. 42.8 .on aM3. <br />141. <br />Girosum Wit mtenof lam and biasterl Anna be <br />install weather• surface. SeCWM 4705. <br />. See Section 424 to lion of weatner- <br />axcosed surface. <br />14 <br />SWignts should comply who Chapter 34. F1aec sky <br />ligrts are allowed only urger conomons slsecled in <br />Section 5207. <br />1 lass and glazing should comply . Type <br />and. orgl 0sceailed. <br />144. and glazing suoteet to mpact sh". tics <br />comply with Section 5406. <br />STRUCTURAL <br />Special inspection in dordarma ce wxdlgecup 316 is <br />reculned. F»R AV&* SMXWd7oIV AWA?, <br />146. l Soil clasal6cavon in contormance wart Table No. <br />and oounaslxrsauaefoot no ng <br />value used In design should be fineti600 an Ions. <br />Section 2905. <br />14 <br />The foundation investmatnn lemdri n plans <br />was not included in am IdnMrdto . 6 stttaad bs <br />ummttee for review. <br />148. <br />All asonry or concrete ele n reslsarig seismic <br />lorca Mould quality as elements Section <br />2312 (1 B. <br />149. <br />I Precast cc tow panels should be junfied for <br />cnmonance w .:on 2616 Cl. <br />ISO. <br />Woof memo suappI loads from masomv or <br />concrete o under a,1)I eons sifeahea in Section <br />2515(al. <br />151. <br />Slru ral calculations be suonenea to lustily <br />the aeauacl at the stNCtbrai tMn In reAsalo sets- <br />aria wino loans, aria sup g dead and Irvs <br />ads. This incwaes lounaawo, <br />15 Justifying calculations and aetwis snou oroywea <br />for <br />153. <br />I Rools snail be designed for snow wads of <br />51 <br />oaunas der souare toot Secion 230a1. <br />Shwi No. 5 of 6 Sh. x <br />17 <br />Ct/G <br />