615 75TH ST SE 2018-01-02 MF Import

120. when three or more exits are required, no more Ilion two required exits should er4 into the Same exit systero. Section 3317 (h). 121. No point in a room in it buifdnte should he more than 75 Jett to an exit corridor, encfnsed stair• way or exterior of llte building. Section 3317' fatting through adjoining rooms should comply 122. with Section 3317 (d). 123, panic hardware is required on exit doors scrvinit rooms containing more than 100 occupants And in corridors of Group C Occupancies. Sec. lion 3317 (1). 124. Every room in a Group D Occupancy should have access to at least two legal means of egress. Section 3318 (a). 125. Doors from bedrooms and wards of Group D Occupancies and all evil openinCs where non• ambulatory patients are housed should have a minimum clear width of 44 inches. No pro• Jec)tions in this width are atlr:ed. Section 3318 126. Panic hard.vare is required on evil doors serving more than 50 occupants in Group D Occupen• eies unless there s no latch or lock. Section 33111 (f). FLODR, ROOF CONSTRUCTION, COVERING, SKYLIGHTS, ROOF STRUCTURES ]27. The space between wood floor construction and a suspended ceiling bclovi should be divided Into areas not exceeding 1000 square feet. Section 2517 (el. M. of combustible material should to divided iAttics Into areas flat ecceeding 3000 (9CCO) square feel. Section 3205 (b). 329. Real drainage should be conducted under the public sidewalk. Section 3207 (e). 130. Overflow Amin, h6vinC the same size as tool drains and on indcvcndant drain lines are re• yuired. In lieu of this, overflow scuppers three times the size of roof drains should be installed In parapet wells. Overflow system should have Inlets located 2 incites above the low points of the roof. Section 3207 (c). 131. The aCgregatn Area of penthouses end other real structures cannot exceed 33ya Percent of the supporline roof Area. Section 3601 (b). ' FIREUTINGUISHING SYSTEM 132. An approved automatic firemxlincuishing system Intile ............................................ is required. Section 3802 (b). 1his Includes blind spaces eut..osed wholly or pa•tfy by combustible con- struction. - 1??. Dry standpipes me requited In bulldinCs four or _ mote Llorics in heiuht. Section 3603. 133. 15'cl standpipes are required as specified in Sec. lion 380.1. 135. Contbionlion slnmlpipcs are required in hudd• - InCs exeedinid 150,vet In helchl. Section 3605 JIM.t nwldhtgs six stories or mate in betrbt should he riowded with hill less III In One Standpipe Our. ing construction. St'clmn 3itOG (b). ]di ' lurtairguishtuD s\'+Ir•m plans should he soh• milled In Volt In dl linear avuphanW will, apphcoble buddutr., plmnlnlllt, and file codes. MENACES AND CIIIIANEYS 138. Chimneys rhoutd comply with Sections 3703 .And 3704. I'39. Foepfnrrs and barbecues should comply with Section 3707. _ I. f.9. �., -9 ��? (;a.) 1TIII5f1 WORK 140. The Interior wall and ceiling finishes should be specified and comply with Table fie. 42.8 and I Section 4203. 141. •Gyp.om wallboard (Interior lath and'plaster) cannot be Installed on weather -exposed Sur. faeces. Sections 4705, 1711. Sec Section 42•1 for definition of weather exposed surface. 142. Skyjights should comply with Chapter 3 1. P:as' c s ,ylighls are alloyed only under the conditions • specified In Section 5205. 143. Glass and Clazirte should comply with Chapter IA. Type and tjtickness of Class should be specified. 144. Glass and ClazinC in hazardous locations should comply wdlh Section 5406. STRUCTURAL 145'. Special Inspection in conformance vrl:N Section 305 Is required for the foRnwinr, work: (a) Structural concrete where the des;7n is based on an estimate compressive st:c:,.;;.: I' in excess of 2C00 rounds par square (b) All welding except where done in the shop of an approved labriestor. (c) Instalfmion of biCh mrtn nth bells. (d)) Pies!res3inC work, (e) Masonry wark required by Chaplor 24. 146. Soil classification in conformance with TcNiz No 28-n And ...... = ::.................. pounds per square foot soil bearinC value used in design should ' be specified on plaits. Section 2905 (a). 147. The foundation investigation report mentioned in pplans was not Included in data fomarded to us. Il should be Submitted for review. 148. All masonry or concrete elements resisting sets• mic forces should qualify as reinforced ola• moms. Section 2314 (it) 3. 149. Precast concrete wall panels are limited to an v' hilt ratio of 36 (25). Section 2616 (c). 150. wood membom may support loads from ma• sonry or concrr to Poly under the conditions specified In Section 2516 (a). 151. Structural ealcutnlions should be submitted to stify lite Adequacy of the slnicfural system In n resisting seismic and wind loads, and sup• v porting dead and live loads. This Includes foundations. 152. Justifying calculations and details should be pro Videdfor............................................................ ................... ti.. ................................................. 153. Yeats shall be desiCncd for snow fonds of • ' ...................... pounds per square foot. Section 2305 (c). 154. the roof should ba designed for uplift wind per-. ' tiller. with dna consideration Ior lalcral ugycrl _of compression Dangrs of flexhral tomoheis. ~I M5. lnnr luad 4lionfd coamider a ^D•palla(l per square trial p.utdion Inad. Grclinn V302 (b) I GG. Idaignres t.lrnuhl be destened ter n i;0.pound per r square fool live load, Table No. 23•A.