4526 FEDERAL AVE 2018-01-02 MF Import

.111 I Pynfr hanhv lfc Is, iccluired on cYil tlools s•ervinf•--- ( Ioap D Ottupvu. lrs Il vrq a l,occup.mo:u l ll nmre than 100. ::(,.lion .31G (a). In licit of thfl., dams $hail Ifsre uo IOUas or latches. �lin I ::afn and side exits in eonformonco will, See - ion 3315 are required for 11-2. (1) Occupancies. Section 3316 (a). 119. I Cnmdom of Croup C Occupancies should have a i width requflcd by Section 3302 plus' feet, but not less than G feel. Section 3317). ' I1:'0. I Lich floor above or below the Frnund floor level of Group C Occupancies should hav• no lees i than two exit stairs. Section 3317. .I 121. Eo.it St:f lr5 serving an occupant Iaad of more than 100 in a Group C Occupancy, should have a mimirnum clear width,of 5 feet. Section 3317 I 122. Exit doors crrl+wi••iJrn!C1L+"ItTSit'Y"f[•t'FTP.tfiuu^C; tfr..-r9`C�IL'ljL'TFCCr"t:G�1't1T'••:-ri }HI in Grout C4 I Occupancies. Section 3317 (;. ^✓�•'!�'s'`•L'''0I'"r"'-s ' 123. •Exit ^'CCOt,�"'ODtt�..:row--rQotiv+-eheehFw•zvrrtn in tlwalr,cotian.>rt.*atsrese..S+wt;�fc-3z>=7:ddM I 124. Rooms of Group C Occupancies used by pupils and located below grade should have one exit leafing directly 19 fire exterior of the building. Section 3317 (•�`f. 125. Panic hardware is required on exit doors serving rooms containing more than 100 occupants and in corridors of Group C Occupancies. Sec. Lion 3317 "..3, r 326. _ Ever;r room in a Group D Occupancy should have access to at least two legal means of egress. Section 3318 (a). 127. Do3rs from bedrooms and wards of Group D Occupancies and all exit openings -:here non• ambulatory patients are housed should have a minfmurn clear width of 44 inches. No pro. jections in this width are allowed. Section 3318 (b). 128. Panic hardware is required on exit doors serving more than 50 occupants in Group D Occuperr ties unless there is no latch or lock. Section 3318 (f). 120. Every sleeping room below the fourth floor should have one openable window exterior door conforming to Section �fi for emer• gency exit or rescue. FLOOR, ROOF CONSTRUCTION. COVERING, SKYLIGHTS, ROOF STRUCTURES I !130. The space between wood floor construction and a suspended ceiling below should be divided into areas not exceeding 1000 square feet. Sec• lion ad6e, }J 131. Attics of combustible material should ba divided into areas not exceeding 3=0(%f1gD square feet_ Section 3205 (b). 132. Roof drainage should be conducted under file puhlic sidewalk. Section 3207 (e). 133. Overflow drains having the same size as roof drains and on independent drain lines are re- quired. In lieu of this, overflow scuppers three times the sizeof roof drains should be installed in parapet walls. Overflow systern should have in;..ls located 2 inches alcove file low points �---I of :he roof. Section 3206 (c). "i The acRrei:-Ile area of pCnthoti os and ether roof siructures cannot exceed 33u%t per cello of the supporting roof area. Section 3601 (b). RM I I tf r U;1lf l UisilliG SY5 .I, t.t ' - - 135. An apnloved uutonwt.0 l.w. cxlmgur.ninr > in tits ._ ........ ..... .. r. ,. ;., ,. SectwI iron 7uis includes hhn•1 •, p.,, ,.} ,. closed wholly or partly by comhu•,ao!,, sirucliun. U.O.C. Slandard No. 33.160 Dry standpipes are tenuired in huddm.,s )36 -_ Ionic stones in height. Section 380-41 137. Wet standpipes are lee llirv(l as specified in Sec. - lions 3PlY.'fancl 380 138. fire -extinguishing systeol plans should lie soh milted to you to determine compliance adn applicable building, plumbing, and fire cocks. F114EPLACES AND CHIfdNEYS . 139. Chimneys should comply with Section 3702. F ]40. Fireplaces and baibecues should comply with Section 3704. FINISH V/0RI( 141. The interior well and ceiling finishes should be specified and comply with Table No. 42-B and Section 4203. 142. Gypsum wallboard (interior lath and plaster) can not be installed on weather -exposed surfaces. Sections 4705, 471f. See Section 424 for defi• nition of weather exposed surface. 143. Skylights should comply with Chapter 34. Plastic .Skylights are allowed only under the conditions specified in Section 5205. 144. Glass and glazing should comply with Chapter 54. Type and thickness of glass should be specified. - 145. Glass and glazing in hazardous locations should comply with Section 5406. STRUCTURAL 146. Special inspection in conformance with Section 305 is required for the following work! (a) Structural concrete where the design is based on an ultimate compressive strength in ex• cess of 2000 pounds per square inch. (b) All welding except where done in the shop of an approved fabricator, (c) Installation of high strength bolls. (d) Prestressing -cork. 147. - Soil classification in conformance with Table No. .)ilca nd ............................ pounds oer square foot soil bearing value used in design should be specified on plans. Section ee4i3-•ta). 290q 148. The foundation investigation report mentioned in plans was not included in data forwarded to us. It should be submitted for review. 149. All masonry or concrete elements resisting seis• mlc forces should qualify as reinforced ele• menns. Section 2314 (it) 3. 150. Precast concrete wall panels are limited to an h/t ratio of 36 (25), Section 2622 (e. 151. Wood members may support loads from masonry or concrete only under th conditions specified in Section 14-4k. 'Ll i (p 152. Strllelnml []ICIIL".tirdlS Should he sufbm lyd t] jllStify file .Id:e';UoCy of 010 S!I II C;,❑.:! £, ,. J:1 in resisting seismic and wind loads, and soo• porting dead and live toads. This includes foundations_ Sheat No ...... A ..... of ........ ..........Shoals