2920 GRAND AVE 2018-01-02 MF Import

120. When three or more exits are required, no more than two required exits should exit into the same exit system. Section 3317 (h). 121. No point in a room in a building should be more than 75 feel to an exit corridor, enclosed stair way or exterior of the building. Section 3317' (c). 122: Exiting through adjoining rooms should comply with Section 3317 (d). 123. Panic hardware is required on exit doors serving 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). 125P Doors from bedrooms and wards of Group D Occupancies and all exit openings where non• ambulatory patients are housed should have a minimum clear width of 44 inches. No pro- jections in this width are alto: -red. Section 3318 126' Panic hardware is required on exit doors serving more than ,,occupants in Group D Occupan• eies unless there is no latch or lock. Section 3318 (1). FLOOR, ROOF CONSTRUCTION, COVERING, SKYLIGHTS, ROOF STRUCTURES 127.' The space bov,een wood floor construction and a suspended ceiling below should be divided into areas not exceeding 1000 square feet. Section 2517 (c�. 122.i Attics of combustible material should be divided into areas nnl exceeding 3000 (9000) square feet. Section 3205 (b). 129't Roof drainage should be conducted under the public sidewalk. Section 3207 (e). 130: Overflow dr.^.iris 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 roof drains should be installed in parapet watts. Overflow system should have inlets located 2 inches above the low points of lire roof. Section 3207 (c). ]31. the aggregate area of penthouses coal other rout slnrclures cannot exceed 331y percent of the upporting tool area. Section 3601 (b). - FIRE -EXTINGUISHING SYSTEM ' 132. An approved auloreatic lire -extinguishing system in the ............................................ is required. Section 3802 N. This includes blind spaces enclosed wholly or pa-tly by combustible con. strr,cliun. ]33.IDry standpipes are required in buildings four or more stories in height. Section 3803. 134.1 lYet standpipes are required as specified in Sec. lion 3804. 135.1 Coritbination standpipes are required in build. trigs exeeding 150 feel in height. Section 3805 (b). 136. 8uildings six stories or more in height should be ! Provided with not less than one standpipe dur• f ing construction. Section 380G (b). 137.! Fire -extinguishing system plans should be sub• nulled to you to determine compliance with applicable budding, plumbing, and fire codes. z�z6 A-6�d FIREPU%CES AND CHIMNEYS 138. Chimneys should comply will, Sections 3703 ,and 3704. 139. Fireplares and barbecues should comply with Section 3707. FINISH WORK 140. The interior wall and ceiling finishes should be specified and complywith Table No. 42-B and Section 4203. 141. Gypsum wallboard (interior lath and plaster) cannot be installed on wealherexpcsed sur- faces. Sections 4705. 1711. See Section 424 for definition of weather exposed surface. 142. Skylights should comply with Chapter 34. Plastic skylights are allowed only under the -conditions in Section 5205. 1,43... Glass and glazing should comply with Chapter 54. Type and thickness of glass should be [tspecified specified. Glass and glazing in hazardous locations snould comply with Section 5406. STRUCTURAL 145. Special inspection in conformance with Section 305 is required for the following work: Gil Strrrclur:.l concrete where the design is based on an ultimate compressive strength I in excess of 2000 pounds per square inch. (b) All welding except where done in the shop of an approved fabricator. (c) Installation of high strength bells. (d) Prestressing work. (e) Masonry work required by Chapter 24. 146. Soil classification in conformance with Table No. 28.0 and ............................ pounds per square foot soil hearing value used in design should be specified on plans. Section 2905 (a). 147. The foundation investigation report mentioned in plans was not included in data forwarded to us. It should be submitted for review. 148. All masonry or concrete elements resisting seis• mic forces should qualify as reinforced ele. merits. Section 2314 (it) 3. 149. Precast concrete wall panels are limited to an • h/t ratio of 36 (25). Section 2616 (c). 150. Wood members may support loads from ma• sonry or concrete only under the conditions specified fit Section 2516 (a). 151. Structural calculations should be submitted to justify the adequacy of the structural system in resisting seismic and wind loads, and sup• Porting dead and live loads. this includes foundations. I G2. Justifying calculations and details should be pro• videdfor............................................................ ........._................................................. 153. Roofs shall be designed for snow loads of ....... pounds per square fool. Section 154. The roof should be dcsirined for uplift wind prey saes will due consideration for lateral support of compression flanges of flexural members. 155. floor load should consider a 20•pound per square fool pallilion load. Section 2302 (b). I SG. Marquees should be designed fnr a GO -pound per square fool live lead. Table No. 23 A. E