1520 BROADWAY 2016-01-01 MF Import

i , � ,!3"3 O `:.�.�✓�e-«x r 120. When three or more ezits are required, no more FIREPLACES AND CHIMNEYS � than two mquircA cr.its should cail into the sam^exit systcm.Section 33ll @). IHB. Chimncys shouid comply wilh Sec[ions 3703 � 1217 � No point in a room in a bu�lding shoulA be morc and 3704. than 75 feet to an exit corriAoq endosed stair . way or cxtcrior of the buildir.g. Section 3317 139. Fireplar.es and barbecucs should tomply with (e). Section 3707. 122! [ziting through adjoining rooms should compiy � wi'.h Setlion 3317 (d). FlNISH WORK 123` �Panic harA�t•zre is requircd on exit doots servinp, "'y`, �'��,�� 14 . The interior wall and cciling (inishes shouiA bc ,, rooms cont.ining more lhan 100 occupants specified and comply �vilh Tab�e No. 42-B and '.ai�'�",P'"� and in mrridors of Group C Occupancies. Seo Section 4203. A�� - tion 337% (D• '" `4 �w 124! � Every room in a Group D Occupanry should bave 1A1: G'ypsum wallboard (interior lath and plasler) �.�- access fo at ieast fwo legal means of egress. cannot be installed on weather�ezposed sur• �'� __ Seclion 3316 (a). faces. Sections 4705, 1711. See Sectio� 424 - tor definilion of weather er.posed <.urface. 125. 'Ooors from bedrooms and wards o� Group D 142.' Skylights should comply with Chaptcr 34. Plastit � Occupancies and ail exit openin�s where non- skylights are allowed only under ll�e conditions ambul�lory patients are housed should have a specified in Section 5205. minimum dcar v:idth of A4 inches. No pro- � jeclions in this viidth are alloried.Section�378 143. Glass and Glazing should compiy viith Chapter � (��)� 54. Typc and thickness oi g�ass should be � 726.`I Panic hardviare is required on exit doors scrving specilied. morc t�ian 50 occupants in Group D Occupam 144. Glass ar't glazing in hazardous locations shuuld cies unless there is no latch or lock. Seclion complY with Section 5406. 3318 (f). STRUCTURAL '� FLOOR, ROOF CONSTRUCTION, COVERING, ' SKYLIGHTS, ROOf STRUCTURFS 1 145. Special inspection in contormance rrith Section �.�-�a Q%E.t. ft�.:�o_ �'Lst��! 305 is reGuireA for the folimvin�work: (a) Strudurni concrete where the Cesign is � 127f �The spacu Lclween wood tloor construction anA basecl on an uNimate compressivr strength i a suspendeA ceiling belo:v should be divided in excess ot 2000 pounds per syuar_ inch. into areas not ezceedinr 3000 squarc feet (b) qll v:elJing except where done in the shop Sectiun 25ll (^_?. of an :�pprwed faLricalor. 128:- Attics of conibustible rnaterial sbould be diviJed (e) Installation of hi�h strenLth bolls. into areas nrn eKceedir�g 3000 (9000) square (d) Prcstressing work. � ' teet. Srclirm 3205 (b). (c) Idasonry vrork rcquired by Chapier 24. ; 129.` Root drinaFe should be conducted under the �4G. Soil dassiDcation in confurmance viith Tabte No. public sidevi�ll;. Section 3207 (u). 28�13 xnd ............._............. pounds t�er squere toet Soil Lcerin� value us�•A in design sho�lA 130. Ovcrflow dmiiu hnving thc samc size as rool be specificd on plans. Section 2905 (a). druins anJ on independenl drain lines arc ro- 147. The toundalion investi�ation report mr.ntioned in quired. h� licu oi Ihis, ovrrllow 5cupners ihree lans was not induded in dala torwarded to us; times�!��e size of ioof draire shr.Wd be insl�!Ied jt shoWd be submi'ted for rnviw�. in n�.�ret walls. Overllow system should have i^iMs located 2 inches abovc thc Iov� poinis ]qg. All masonry or toncrelr elemenls resi:ting seis� . . of lhe rooL Section 32J7 (c). mic forces should qualify as reinforced ele• , 731. l"he ag.r,rcgale nrra of penlhovecs ard oiher rouf inenL•. ScU�on 231A (k) 3. structures canno[ exceed 33�/3 percent of the ]A5. Pmcasl eoncrete wall panels are limited to an support�ng roo(area. Seclion 3601 (b). h/t iatio of 3G (25). Section 7G16 (c). . 150, \YooA memLcrs may suppoN loads from ma• ' FIRE-EXTINGUISHING SYSTEM , sonry or connete only undcr 1he conditions s�ecified in Section 2�16 (�). 132 An approved aulomalic tire-extin�uishing system 751. Structural calculations shouid be submilt=d to � in the ..._ ..._........... ................ .... is required. juslify ihe �dequacy of the stn�ctural syslem Seclion 3802 (b). This inGudr.s blind spaccs in rcsisting scismic and wmd loads, nnd sup- I endoseA whMly or partly by combustihle com ponin� dc��.d and live loads. This indudes � structiun. founAatioiu. � 133. � Dry sL•r�dp�Pes �ie rnquired in buitdin�s tour oY 152. Justifying calc I,tions anA d�ai s shoulJ be pro� mo;e slonca in hei�hL Sectiun 3503. vid• for .L!�--�. /L<t�- r , -- 7! [ vC�C._R!'.�. ..<u�:. 134. I \Yct slandpipes are required as specificA in Seo -�,�� ' tion 3PO4. y/ 153. Roofs}hall be desi�ned tor snow loads of J� .. . ?.. ._ . _. pounds per square foot Section . ]35. Combination standp�pes are required in builA� � ♦ ?gp,r� ��,�� _ f��Q,u r , inGs ezeeding 150 feet in height. Sedion 3805 - �'��--� � , (b), 154. Thc roof s6ouL; I,e desip,neJ for uGlill wind pms� 1�?�'��f � � 13G.i f3uildin,^,s six storics or mo:e in hr.i�ht shoutd ne sur��s wii:�•hic consiArr.�tion ror ini��i ��unnorr'^s2ty-s�� 01 compmssio�i fl::n!�.ns nl iluKUr;:I inembers. a��p¢ � providcA vrith not'Irss ��nn nnc ctandpipn. �ur� in� ccnstruction. Seclion 3COG (b). ' 155. 1"loor IoaA sl:oulJ eousider a 20�pound per � . , 137. �� Fire�rzfiu�m�hu,^, syslcm C�;�ns should Lc sub� _ s4��rc toot parti�ion IoaG. Srction 2302 (b). � milled te yuu tu Jof�vwinc cmiq��lian�.r wilh L'6. IAarqures !;6uulA Le Aesq,ned ler a OO�pound per i applic�4ie I�nWI i,___p_:nn!��_ni'. ;:rd fiic codes_ __ 59ua�a focl Ilve luad. Teble IJo. 23�A. � , �-_ - ' ca�' �-�CSc�.r$��-.-- Shee1 No.5 of G Sheef� .¢ u r-.e{��1��n.� y�f,a.. 7�J' � io .�a�,{}'.rt�� u.e-�'�r.e-=e.M�t-'�