3201 RUCKER AVE 2018-01-02 MF Import

a 120: When three or more exits "re required, no more than two required exits should exit into the same exit system. Sec' on 3317 N. 121: No point in a room in a building should be mare than 75 feet to an exit corridor, cnclosrd stoir- way or exterior of the building. Section 3317 (e)' 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 conidors of Group C Occupancies. Sec tion 3317 (j). _ 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 exit openings where non• ambulatory patients are housed should have a minimum clear width of 44 inches. No pro. jections in this width are allowed. Section 3318 (b) 126. Panic hardware is required on exit doors serving more than 50 occupants in Group D Occupan- cies unless there is no latch or lock. Section 3313 (1). FLOOR, ROOF CONSTRUCTION, COVERING, SKYLIGHTS, ROOF STRUCTURES 127. The space between wood floor construction and a suspended ceiling below should be divided into areas not exceeding 1000 square feet. Section 2517 (e_!. _ 128. Attics of combustible material should be divided into areas not exceeding 3000 (9000) square feet. Section 3205 (b). 129. Roof drainage should be conducted under the public sidewalk. Section 3207 (e). 130. Overflow draius having file 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 walls. Overflow system should have inlets located 2 inches above the love points of the roof. Section 3207 (c). 131. The aggregate area of penthouses and other roof structures cannot exceed 33r/a percent of the supporting roof area. Section 3601 (b). FIRE -EXTINGUISHING SYSTEM 132. An approved automatic ;ire -extinguishing system in the ............................................ is required. Section 3802 (b). This includes blind spaces enclosed wholly or partly by combustible con- struction. 132. Oty standpipes ere required in buildings four or more stories in height. Section 3803. ' 134. Wet standpipes are required as specified fit Sec. tion 3804. 135.1 Coriibinalion standpipes are required in build- ings exeeding 150 feel in height. Section 3805 (b). 136.1 Buildings six stories or more in height should be provided with not less than one standpipe der• ing construction. Section 3806 (b). 137.I-i,e exiintuishine system plans should be sub - milled to you to determine compliance with applicable budeling, plumbing, and fire codes. FIREPLACES AND CHIMNEYS 138. Chimneys should comply with Sections 3703 and 3704. 139. Fireplaces and barbecues should comply with Section 3707. FINI:;H WORK 140. The interior wall and ceiling finishes should he specified and comply with Table No. 42.8 and Section 4203. 141. Gypsum wallboard (interior lath and plaster) cannot be inrtaPed on weathereaposed sur. faces. Sectiors 4705. 1711. See Section 424 for definition o, weather exposed surface. 142. Skylights should comply with Chapter 34. Plastic skylights are allowed only under the conditions specified in Section 5205. 143. Glass and glazing should comply with Chapter 54. Type and thickness of glass should be specified. 144. Glass and glazing in hazardous locations should L comply with Section 5406. STRUCTURAL 145. Special inspection in conformance with Section 305 is required for tire following work: (a) Structural concrete where the design is based on an ultimate compressive strength in excess of 2000 pounds per square inch. (b) All welding except where done in the shop of on approved fabricator. (c) Installation of high strength bolts. (d) Prestressing work. (e) Masonry work requited by Chapter 24. Soil classification in conformancewith Table No. 28-B and ............................ pounds per square foot soli bearing value used im design should H47 be specified on plans. Section 2905 (a). 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- mems. Section 2314 (k) 3. 149. Precast concrete wall panels are limited to an • hit ratio of 36 (25). Section 2616 (c). 150. Wood members may support loads from me - sent) or concrete only under the conditions specified in Section 2516 (a). 151. Structural calculations should be submitted to justify tire adequacy of the structural system in resislfne seismic and wind loads, and sup- porting dead and live loads. This includes foundations. 152. Justifying calculations and details should be pro. videdfor............................................................ ..................... ...... 153. Roofs shall be designed for snuw loads of ' •..................... pounds per square foot. Section 2305 (c). 154. The roof should be designed for uplift wind prey sores with (file consideration for lateral support of eom(nossion flanges of flexural members. 155. Floor load should consider a 20•po rind Per squaro foot patblion load. Section 2302 (b). 156. Marquees should he designed for a 60.pound per square foot live load. Table No. 23-A. Sheet No. 5 of 6 Sheets