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I120: When lhree or morc exits are required, no more <br />than bv0 rcquimd cr.its 5hould c•il into thc <br />same r.xit system. Section 3317 (h). <br />121: � No Paint in a room in a building shoWd be morc <br />than 75 feel to an ezil corridor, enclosed siair- <br />way or exlerior of the building. Seclion 3317 <br />I ���' <br />1zz. e.a�n� u,rour.n adloining moms shouid comply <br />with Sedion 3317 (d). <br />]23r �Panic harAware is required on ezit doors scrvin� <br />rooms containing more than ]00 nccupants <br />and in conidors of Group C Or.cupancics. Sec <br />tion 3317 (j). <br />124. Lvery room in a Group D Ocaipancy should have <br />access lo at Ieast two legol means ol egress. <br />Section 3318 (a). <br />125. Dnois from bedrooms and warJs of Group D <br />Occupancies and all exit opening; where non� <br />ambulatory patients arc housed should have a <br />minimum dcar width ot 44 inches. IJo Uro� <br />jections in Ihis width are ailormd. Scction 3318 <br />(b). <br />726.'I Panic hardwa�c is requimd on exit doors serving <br />Imore than 50 cccupanls in Group U Occupam <br />cies unless lhere is no latch or lock. Section <br />3318 (f). <br />FLOOR, ROOF COIJSTRUCTION, COYERING, <br />SKYLIGHTS, ROOF STRUCTURES <br />127PIThc space bmnrrn wood floor construr.tion and <br />a suspended ceiling brlow ShoulJ br, divided <br />inlo arcas not cacecding 1000 syunre fcet. <br />SL•tlion 7.!i17 (g\ <br />728:�i P,itics of comhustiblc m�tcrial should be div,Jed <br />into arcas nnt exceeding 3000 (9000) square <br />�fcel Section 3205 (b). <br />12° I;oof drainaGe shoulA be conducted under the <br />pubiic sidevn-,Ik. Scclion 3207 (e). <br />730:- Ovciflnrv draiva havin� ihe same size as roof <br />drains and on ind^pendent Arain lines aro re- <br />quired. In lieu nl thi;, nvcrfbw scuppcis thrne <br />times (he size ol tont dmins shaWd 6e in5talled <br />in panpet walls. Over(low sy=_tem should have <br />inlets locnted 2 inches above Ihe law points <br />of lhc �ool. Section 3207 (c). <br />-�----- _ <br />131: � The aggregatc nrna of penlhowes anC olhcr rcof <br />strur,lures cannot ezceed 33y3 percent of the <br />supPorling roof arca. Section 3G01 (b). <br />FIRE•EXTItJGUISii1NG SYSTEI�7 <br />132.` An approved aulomalic fire�eatin�uishing syslem <br />in the ......._ ............. ............_..._.. is required. <br />Section 3802 (lr). This includes blind spaces <br />encbsed wholly or parlly by comhustible eon- <br />sVuclion. <br />]33! Dry standpipes mr, rcquireA in buildings faur or <br />more storics in hci�;ht. Scction 3II03. <br />134' Y;cl standpipes are requircA as specificJ in Seo <br />tion 3804. <br />135: Combinalion standpipes are rcquimd in 6uiid� <br />in(!s exceding 1501cet in hci�hL Seclion 3805 <br />(b). <br />13f: � Ouildin�s siz slorics or more in 1tr.ight shotild be <br />� provided �rili� nol Icss than onc standpipc dur� <br />iu[ eonsUueliun. Seclion 3ROG (b). � <br />7371� Fi�o-rziiu;�,ui .�inC 5yslem Plnns should bc sub� <br />� millcd to yuu lo dClriinine wmpliancc with <br />_�__pplLublr. InnlJinG, Phnnhin�._r;nd firc codrs. <br />= , � �� (� � �� �. �� ,, , � <br />FIREPLACES AND CHIMNEYS <br />13R. Chimneys shoulA comply with Seclions 3703 <br />and 37D�t. <br />139�: Pimplar,es and barbecucs shovid eompiy w.th <br />Section 3707. <br />FINISH WORK <br />140. The interior wall and ceiling linishes shoidA be <br />specificd and comply �viUi Tabic No. A2�0 and <br />Seclion 4203. <br />14L Gypsum xallboard (intcrior lath and plasicr) <br />cannot bc installed on weatlier�exposed sur� <br />faces. Sections 4705, 1711. Sce Section 424 <br />tor definition of �veathcr erposed wrtace. <br />]47_.- SkyliC��ls shouid comply with Chap,er 34. Plaslie <br />skylights are allovmd only undcr tL+e condilions <br />specified in Section 5205. <br />143: Glass and glazing should compiy with Chapter <br />54. Typc and thickness of �lass should be <br />specifieA. <br />144: � Glass and Glazin� in hazardous locations should <br />compiy with Section 5q0G. <br />STRUCTUNAL <br />145. Special inspection in confonnance with Seclion <br />305 is required for Ihc talbwin� �vork: <br />(a) St« �durzl concrete where Ihe design is <br />based on an ulUmate cumpmssivc stren,;th <br />in eser.ss ol 2000 pounds per squarc ind�. <br />(b) All welding excepl whcrc dene in lhe shop <br />cf an approved fabncator. <br />(c) Installatimi of hif.h stren�,h holls. <br />(d) Pmstressing wark. <br />(c) hSasonry work required by Chap.er 24. <br />I4G. Soil Clossilica(ion in [nuonrinncc t:ith Tablc I�o. <br />28�U and.._._.........._..__... pounds persquaic <br />toot so:l bcaring voluc used in AcsiEn shouid <br />be specilied on plans. Section 2905 (al, <br />147. Thc foundation investi�ation reporl mentioned in <br />plans was not incluCed in Aata fonvarded to us. <br />It should be submitted for review. <br />148. All masonry or concretc elements resisting seis� <br />mic forces should qualify as reinforced elo- <br />ments. Section 1314 (k) 3. <br />1A9. Precast concrete wail panels arc limited to an <br />h/t raliu of 3G (25). Section 2G1G (c). <br />150. 1400J members may support loads trom mn- <br />sonry or cr,ncrele only under the condilions <br />specified in Sec;;on 2516 (a). <br />ISI.IStruclural calculations should 6e submitted to <br />justify Ihe adequacy of Uie structural system <br />in resisting ;.eismic and wind loads, and sup� <br />porting dcad and live loads. This inNU•1Cs <br />foundafiuus. <br />157. Justi(ying wlculations and dctails should bc pro� <br />videJfot ......................................._............._.. <br />......... .................. _..................... <br />153. Roofs shall he designed for snow loads of <br />__... pounds per square fooL Sectinn <br />�.i0,''i (c). <br />154. l�hc root should bc designed for uplift wind pres� <br />sures wilh duc considc�aGan for la[cral support <br />of con�,pression flangr.s o( Iicxural ummbcrs. <br />755. Iloor load should considcr n 20�puund per <br />-1 <br />squarc foot partition load ;cr,tion 2307 (b). <br />15G. I Mmqucc; shuuld hc desipned tor ;� 60�pouncl per <br />squarc fool live load, 1 ablc No. 23�A. <br />Shcct tdn, 5 of G Shecls <br />