2703 OAKES AVE 2016-01-01 MF Import

' - � � 1207�When three or more exits arc rcyuired, no more - than tvio rcquircA exds shoWd e.11 into Um FIREPLACES AND CHIMNEYS Samc ezit syslem. Section 3317 (h), � . � 121. No poinl in a room in a building shoWd be more 136. Chimneys shoWd comp�y wilh Sections 3703 than 75 tCet to an exit rnrriAor, mclosed stair and 370A. ' ' . way or exlerior of the buildin�. Section 3317� 139. Fircplar.es and barbecucs shoulA comply with -��' Seclion �707. - 122. Eziting tfvou�h adjoinine rooms shoulA comply with Seclian 3317 (d). � FINISH WORK , 123. �Panie hardwarc is requircA on exit doors scrving ' rooms containing more than 700 occupants lA0` The interior wall and ceilin� finishes 5houlA I�e � and in corridors ot Group C Occupancies. Sec specilied and mmply wilh Tnbic No. 42•B and ' n 3317 (j). Section A203. 12.. Every romn in a Group D Occupancy shouid have 141: Gypsum N�allboard (Interior lath and plaster} attess to at Icast two iegal means of egress. cannot bc installed on vrcathcr�eaposed sur- . Section 3318 (a). (aces. Sections 4705, ]711. Sce Section 424 � tor definition ot weathcr expnscd surtace. ' 125. �Doors lrom beJrooms and wards of Group D 147.� Sk li h Occupancies and all exit openings where non• y'g ts should compiy with Chapter 34. Plastic ambvlalory patients am housed should have a skylights am allowed only wider the conditiuns minimum clear widtli of 4A incl�es. No pro� specilied in Section 52b5. Jections in Uiis width are allovmd. Scetion 3318 143. Glass and Elazing shoWd comply viith Chapler '�b�' 5M1. Type and thickness of glass should be 126. Panic hardware is requireA on exit doors serving specified. more lhan 50 eccupants in Group D Occupam 144. Glass and glazing in hazardous lecations should eies uNess lhere is no Iatch or Iock. Section comply with Sectien 5406. , 3318 (f). ' . STRUCTURAL '" , � FLOOR, ROOF CONSTP.UCTION, COVERING, . SKYLIGHTS, ROOF STRUCTURES 145. Special inspetlion in conformance wiU+ Section - 305 is required for lhe follnwing work: � 127. The space betv:een wood floor construclion and �a) StrucWr.J concrete v:here the design is a suspended ceiling belo�v should bc divided baseA on an ultimatc comprc-.sve strent:th inlo arezs not exteeding ]000 square feet. ' . �n excess of 2C00 pcunds ,er square inch. Seetion 251% (e\ (b) Ai� �aelding extepl wlierc dene i� the shop � of an approved t,bneator. l 126.�of combustible malerial should be divided � (�) Instxllafion ot hi�h stren�;h bolts. inlo areas not eacecding 3000 (9D00) squarc (d) Pres!ressing work. IeeL Secliun 3205 (b). (e) Atasonry woik required by Chaptcr 2M1. � 129.� Roof draino�e should be conAucted under the 146. Soil,classiGcation in con(ormance v:ith Table tJo. � I public sidewalk. Seclion 3207 (e). 28�B xnd ............................ pounds per square . , . foot soil be:�ring value used in desi�n should , 13Q Overflow Arain� having the same size as roof be specifieA on plans. Seclion 2905 (a). drains and on independent tlrain lines are re• quired. In lieu of this, ovcrllaw • :uppers three 147. The foundation inves[iE�fion report mentioned in limes lhe size of mo(dnins shoulA be installed plans was not induded in Aala fonvarded to us. in parnpM walis. Overtlow system shoulJ have It should be submitted for reviav. . iNcls Iocaled 2 inches above thc low points 148. All masonry or concrete e�ements resi:ting seis- of the rooi. Seclion 3207 (c). mic forces should qualify a, reinlorced Me� � 131.i The a�gregatr area ot penthou;es arA other r.,of inents. Seclion 2374 (k) 3. � structures cannot ezceed 33y� percenl of the 149. Prccast concrnte wall panels are limited to an supporting roof arca. Section 3601 (b). . h/t ralio ol 36 (25). Seclion 2G16 (c). , :IRE•EXTINGUISHING SYSTEM 150. 1Yood members may support loads irom ma- � sonry or concrete onty under the condition, . specifieA in Seclion 2516 (a). / 132. An approved automatic iire�ezlin�uishing system 151. Struclural takulations shouid be submitted to �� in the .P.>�35:..f..'::.L.!..I............ is required. juslify the aAe4vacy of the structural system Seetion 3802 (b). l"his includes blind spaces in resisting seismic and winA loads, and sup� / encloseA wholly or pa-lly by rnrnbustible con• porting dead and live loads. This includes strucliun. foundations. 1?3.� Dry standpipes am rcquiied in builAin�c four or 152. Justifying calculalions and details should be pro• i more storics in liei�;l�l. Section 3&03. vided for............................................................ � ]3:.� \5'el stinJ��ipes are required as specific�l in Sec- .......................................................................... tion 380�1. 153. Roofs shall I�c dcsi�ned for snow loads o( 1;5.i Cotiibin,tion standpipes are required in build• ��--��-•��•��• Vounds per squarc toot Section ( I (�,s ezcrdin� 150 Iret in hci�ht. Section 3805 Z3�� ' _ , 154. Thc �oo!slwWd be desi�ncA far uplift wind pres• �,' ;3E.' 6uildin�s siz slorics ur more in hci�hl shoiJd be sure;wilh clnc cmi;idention (nr Ia�crai support � o( mmpression flan�es M flcxural members. \ � Provided wi�h not Icss �hau unc slanOpi{s dur . inP. construction. ScUimi 3FSOG (b). 155. I'Inor load 5hould con;idcr a 20•pounA per 13i.' Fi�rr.iiiq:uishin[: systom plans shuuld be su6• sq��rc foot p:utition load. ;rction 2302 (b). millcJ to you tu dclunnine conq�liance viith 150. Mroquces should he Aesignerl Mr a ri0�pound per , applic,blo buddin�, plumhin��, and lirc codes. sryuarc foul livc lood. Ta61c No. 'L3�A. Shccl No.5 of 6 S6cets �