4526 FEDERAL AVE 2018-01-02 MF Import

irL1113 0c0gMjn;i brhaving .tnl rrl cup int rlunrl rf m,;•c that )00. Section '1.'116 (a). )n brit Of this, <loons sh3n have no lucks or latches. •�llf I nttmire t on i,115 me requireB d for il ?r(1) Occupancies. ,'--brit 3316 (1-)----------.-_..�-. 1 (:<v isms of Group C Occupancies should have a It I requited by Section 3302. plus � feet, but roc less than 6 feet. Section 3317 41). e1 Group C OLCOPattete5 should hov4 no less iI than• two exit stairs. Section_{317^_ i 121. I E*it stairs serving an occupant Wall of tint.. that. have j I09 in a Group C Occupancy should a n mimunt clear width of 5 feel. Section 3317 122. exit doors a,+ �t-+ �Yrrl-manernr y,T'•p •t;14"Ply^�,Ti+'7"CLrf".%'°7�•;^h:ah in Groi!p C1 I Occupancies. Sechon 3317 y�_t tin es in I123. IH'+s^1cCt3"`YYISnT'•3otx>orNcrrwrrehM�d•^srm-,. Ito.d:u¢�i�r:.�t•.s;xrzt4+rww'HJ.�(c1)s - 124, Roams of Gmup C Occupancies used by pupils and located below grade should have one exit leading directly°the exterior of the building. Section 3317 - 125. Panic hardware is required on exit doors serving roams containing more than 100 occupants an3 in corridors of Group C Occupancies. Sec flan 3317 P,:' 126. 63, Every room in a Group D Occupancy should have aco_ss to at Icast two legal means of egress. Section 3318 W. 127 Doors from bedrooms and wards of Group D Occupancies and all exit openings where non- am`.ulatory patients are housed should have a minirnum clear width of 44 inches. No pro• jechons in this width are allowed. Section 3318 (b). 128. Panic hard:vare is required on exit doors serving moro•ticm 50 occupants in Group D Occupsn- ties unless there is no latch or lock. Section 3318 M. r 129. Every sleeping room below the fourth floor should have one operable window: r exterior or door conforming to Section P31- emcr• (_ gency exit or rescue. FLOOR, ROOF CONSTRUCTION. COVERING, SKYLIGHTS, ROOF STRUCTURES 130. The sn3ce between wood floor construction and a suspended ceiling below should be divided into areas not exceeding 1000 square feet. Sec• tion aWS. :1 � j) e . 131. Attics of combustible material should be divided into areas not exceeding ,+g4Ol b(9j,5 r.; D square feet. Section 3205 (b). 132. Roof drainage should be conducted under the public sidewalk. Section 3209 (e). 133. Overflow drains having the saute size rs roof drains and on indepvndenl chain lines are to quired. In lieu of this, overflow scuppers three times the size of roof drains should be installed in I:urapet walls. OvoWavi system should have tnL;;s located 2 Inches above tine low points of the roof. Section 3206 (c). Tho. ar.prcflate am:i of Penthouses and olhor roof structures cannot exceeU 33 t;1 per cent of the _supporting roof area. Section 3601 (b). eA FII L EXTINC UlSlllf G SY�fI Id 135. An ,rpp: owed aulont.rtic hrc ubngm:;n nl., .�-. „-, in the .... .... _. ...... r. i • q ,.,...1 Scchou 3802 This includes 131,14 :. p.,, .•s •• closed vihally or partly by annbasuhh• r ,,, struciion. I.I.D.C. Standard No. 38,IG0 fit. --_ 136. Dry standpipes are requirrd in L•u4dinl ; tour or more stones in height. Section 3L' j - Wct standpipes me tool rod as spedfioJ in Sec- tions 3BlV-Vand 3805 137. 13B. Fire -extinguishing system plans slwuld be sub. mittvd to you to determine contpll:uu.c vrnh applicable buildmC, Plumbing, and fire codes___ FIREPLACES AND Ct IMMYS 139. Chimnc).. should comply with Scction 3702. _ 140. Ftreplaces and barbecues should comply with Section 3704. FINISH WORK _ 141. The interior wall and ceiling finishrs'should bo specified and comply with Table No. 42•B and Section 4203. - 142. Gypsum wallboard (interior lath and plaster) ran not be installed on weather•exposud surface-:. 1 Sections 4705, 471Q. See Section 424 for deli. nition of weather cyposed surface. 143. Skylights should comply with Chapter 3.1. PLsflc skylights are allowed only under the condition[. specified in Section 5205. 144. Glass and glazing should comply with Chapu:r 54. Type and thickness of glass should be 'specified. _ 145. Glass and glazing in hazardous locations should comply with Section 5406. . STRUCTURAL 1✓�- 146. Special inspection in conformance with Section 305 is required for the following work: (a) Structural concrete where tine design is based on an ultimate compressive strength in ex - toss of 2000 pounds per square inch. (b) All welding except where done in the shop of an approved fabricator. ' •- (c) Installation of high strengtHTtolts. (d) Prestressing work. _ - 147. Soil cicssification in conformance with Table tic. 'A {Sand ............................ pounds der so Iarc foot soil bearing value used in design should he specified on plans. Section 8o03'(a).? 90t1 148. The foundation investigation report mentioned in plans was hot included in data forwarded to us. It Should be submitted for review. 149. All masonry or concrete elements resisting seis• uric forces should qualify as reinforced elo• merits. Section 2314 (k) 3. _- 150. Precast concmte wall panels are lintiled to an h/t ratio of 3G (25). Section 2622 V. 151. Wood members may support loads front masonry or concrete only tinder the conditions specified in Section FC te. 'Ld; t (p 152. Structural calcul;;Hram Shmdd be sul•mittcd to justify the adr.gn.:cy of the in resisting seismic and wind loads, and sup. Porting dead and live loads. This includes foundations.-_-- - -_ ;',iwet No ...... .'-`......Of ........ f..... .- Sheets