4526 FEDERAL AVE 2018-01-02 MF Import

is rcqui: •.d on (.. it flnots serving . h Orrin, (I" II,"Allp ,.'In occupant load + f Srrlivn 3316 a In lu it n} more lha❑ 1 ill. ( Y nl Ihi::, dams SIL+11 bavc to InC6c or 1:1(Ches.___ • 1ldl Live and side call, fitconlounauC(. + dh Sec. I Lion 3115 are required for 0 2 (1) Occul monies. Section 3316 (_). • i 119, Conrfer.; of Group C Occupancies should have a J wc•r idth tuired b2. pin. h y Sect,un 330to a_t, huh i f I no! less than 6 leel. Scclion 3317 .I 120.. j Cacti floor above or below the Cronnd floor level fl Of Group C Occupan:i,: should h:II�vyy no less u, two exit stairs. Sedion 3317 (V. Exit sviving i load more I12.1 luaothan 100stairs aCruuPC Ocuilpalocyshoulda I rni)Iirnum clear width of 5 feel. Section 1317 2. �- - 22. Exit doers -�'f11'MT--•Pu'd^'f11„LtC'�I-- CI in Grcl Cq cc OuuPandes. Section 3317 (,g.�.r'6'.Md.�(^ .�r in IP3.�r��::a:ro:.rne-flaroere • t13�.c1u441mG�Kir¢45s.Sg4113r1ae�raiiJm(d�)'r Roams ca Croup C Occupancies used by pupils "-- -- and totaled below grade should bare one exit I124. leading directly (Q the exterior of the building. l Section 3317 (P. 125. panic hardware is required on exit doors serving rooms containing more than 100 occupants i and in corridors of Group C Occupancies. See- - lion 3317 0-r. _ 126. Every room in a Group D Occupancy should have access to at least two legal means of egress. Section 3318 (a). 127. ' Doors from bedrooms and wards of Group D Occupancies and rill exit opi:nings where non- ambulatory Patients are housed should have a minimum clear width of :4 inches. No pro• jeetions in this width are allowed. Section 3318 (b). -_. Panic hardware is required on exit doors serving more than 50 occupants in Group D Occupcn- i I728. Gies unless there is no latch or lock. Section 3318 M. r_ ' 129. Every sleeping room below the fourth floor A should have one openable window r exterior door conforming to Section P3 for Tier- r gency exit or rescue. 2'bi1 `Ott, S� - y,y, FLOOR, ROOF CONSTRUCTION, COVERING, SKYI.IGHTs, ROOF STRUCTURES 130. The since between wood floor construction and a suspended ceiling below should be divided into areas not exceeding 1000 square feet. Sac- tion i),M, :1 ) % 131. Attics of combustible material should be divided o(ftlpffl. square into areas not exceeding (}7 feet. Section 3205 (b). �i 132. Roof drainage should be conducted under the public sidewalk. Section 3207 (e). 133. Overstow 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 size of root drains should be installed in parapet walls. Overflow system should have ' in,n!s located 2 inches' ,hove the low points Of file roof. Section 32OG (e). 134, T11e aFy'regate area of pentilo115es and Other roof structures cannot erzeed 331j+ per cent of the _ supporting roof atea. Section "GO) (b). - J --- 135. All :glploved aulunurlic f.,. ... In fill, ..... ... Section 3804 Thi:: Closed wholly or prauy I - SIRICliml. U.8.0. Sian6ul I. 136, Dry standpipes are required it, I . more stories in height. Sect, 137, Wet slandpi as are, ter uneA lions 38 and 380 rne-cxlinguishing SYSlerll plans should I- 138. trotted to you to determine complirnic,. ..u, applicablo building, plumbing, and file co:I:s_.__ FIREPLACES AND CHIMNEYS ^ 139. Chimneys should- comply with Section 3702. 140. Fireplaces and barbecues should comply with Section 3704. _ FINISH WORK _ 141. The interior wall and ceiling finishes should be IQ specified and c ply with 'FyNle (Jo. .O.•6 anti Secticn 4203. Y__➢w ..� �J(A-r�, ,l__ 142. Gypsum wallboard (interior lath anti piaster) can, not be installed on weather -exposed surfacrs. Sections 4705. 47111. See Section 424 for dafi- nition of weather exposed surface. _ 143. SI.ylights should comply with Chapter 34. Plasric skylights are allowed only under the condiuons specified in Section 5205. 144. Glass and glazing should comply with Chapter 54, Type and thickness of glass shouid be specified. _ 145. Glass and glazing in hazardous locations should comply with Section 5406. _ STRUCTURAL U6i--[LI �r•"r � 146. Special inspection in conformance with Section 305 is required for the following work: (a) Structural concrete where the design is b.:sed on an u!timate comp,essive str_ngth in ex• cess of 200E pounds par saua,e inch. (b) All welding except where done in the shop of an approved fabricator. (c) Installation of high strength bolts. (d) Prestressing work. - 147. f Soil classification in conformance with Table No. ZZp'{�and ........................... pounds oer square not soil b-raring value used in design should be specified on plans. Section f+e89'h1.'L-aDq 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- title forces should qualify as reinforced ele- ments. Section 2314 (k) 3. 150. Precast concrete wall panels are limited to an h/t ratio of 36 (25)_Section 2622 (EP, M. Wood members may support loads from masonry or concrete only under the conditions specified (O in Section P+". 152. Structural cateulatians Should he r:ubmiltcd to jUStl!y the dd_yU:Ly Of tlly :tlucLii"I t�ald!a in resisting seismic and wind bads, and sup. porting dead and live loads. This incluucs _foundations. i :'�hc.:: f;o..._..!i......o L....... E..........Shccls I