2423 GRAND AVE 2018-01-02 MF Import

M f I?j. 17hen three or More exits are required, no "lore than hvo required ends should en( into the saint- exit system. Section 3317 (It). Mr No point in a room in a building should br, more than 75 feet to an exit corridor, enclost:cl stair• way or cxlotior of the building. Section 3317' ram), )22. Exiling through adjoining toonts should comply with Section 3317 (d). 123. Panic hardware is required oil exit doors serving rooms containing more than 100 occupants and in corridors of Group C Occupancies. Sec. _- Pion 3317 (j). 12, t.vely loom in a Group D Occupancy should have access to at least Iwo legal means of egress. Section 3318 (a). 12 Doors from bedrooms and wards of Group D Occuimocius and all exit openings where "oil• ambulatory patients are housed should have a minimum clear width of 44 inches. No pro• jections in this width are alcoved. Section 3318 v (b). 12v. 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 3319 (I). I1.0011, floor CONSTRUCTION, C0VERMC, SKYLIGHTS, ROOT STRUCTURES T 121. The space bcix•een word floor construction and a suspcitac i ceiling l,•rbrn should be divided into areas not exceeding )000 square feet. Section 2517 (s- . M. Attics " combustible material shuuld he divided Into areas tlnl exceeding 3000 (900D) squale fact. Section 3205 (b). r� 12?. Roof dlainage should Pe conducted under the Public sidewalk. Section 3207 (a). 1��. ~Oveillow drains having the same size as toot drains and on independent stain lines arc to. Qt1hod. In lieu of this, ewl•rflOw scuppers three times the size of roof dr;:ins should be installed In Parapct walis. Overflow system should have Inlets located 2 inches above the tow points MM32JI. of the roof. Section 3207 (c). The aggregate area of penthouses and other rrof structures cannot exceed 33 I percent of the supporting roof atea. Section 3601 (b). • 11RE•EXTINGUISHING SYSTEM 132. An approved automatic lily-extioCuishing system infile ............................................ Is requited. S,clion 3802 (b). This includes blind spaces enclosed wholly or pa•tly by combustible con• shuclion. I- . j Dry standpipes are required in buildings four or 1 more stories in height. Section 3803. 73:.IN'el slandpipes are required as specified in Sec. ^ lion X;0.1. 135.E Colilbinalion slandpipes aw required in build• ones exeoding 150 feet in height. Section 3805 135. Buildings six slotics or nlnro in Iteigld should be provided with nil less than one slandpipa dur• i intr. construction. Seclinn SIi00 (b). . lire rxtie!;uislung system Plans should be still• milled to you In detnluune eotupliauco with npplicablo hudli"g, Phmlhioll, and fire codes. • 1111111LACES AND C111rdNEYS 138. Chinutcys should comply with Sections 3703 and 3704. 130. f ireplares and barbecues should comply will% Section 3707. • rINISH WORT( 140. The interior wall and ceiling finishes should be specilicd and eonq:ly with Table No, 42-B and Section 4203. 1W Gypsum wallboald (interior IaUI and plastor) cannot be installed on wealherexposed sur• faces. Sections 4705, 171). See Section 42.4 for definiliou of weather cyposed surface. )42. Skylights should comply with Chapter 34. Plastic skylighls are allowed only Under the conditions specilicd in Section 5205. )43. Glass and glazing should comply with Chapter 54. Typo and thickness of glass shuuld be 'specified. 144. Glass end glazing in hazardous locations should comply v.ith Section 5406. STRUCTURAL. )45. Special inspection in conformance with Section 305 is required Inc the following work: (a) "hucturof concrete where the design Is based on ;.n ultimate compressive strength in excess of 2000 pounds por square inch. (b) All weldini: except where done in the shop of an :approved fabricator. (c) Itratallailon of Mini slrerlEth bolls. (d) I'reslressing %•rork. ' (e) Masonry wort: required by Chapter 24. MCI. SoiLdrss!fiealion in conformance with fable I'a. 28 11 and ............................ pounds per square foot soil beating value used in design should be specified on plans. Section 2905 (a). 147. The inundation investigation report mentioned in Plans was not included to data for.vor.!ed to us. .It shotdd be submitted for revie•.v. 148. All masonry or concrete elements resisting seis• ' nlic forces should qualify as reinforced cla• meals. Section 231.1 (k) 3. 149. Precast concroic wail panels are limited to an • h/t ratio of 36 (25). Section 2616 (c). 150. Wood tnembers may support loads from ma- sonry or eancreto only under the conditions specified in Section 2516 (a). 151. Structural calculations should be submitted to luslify Idle adequacy of the structural system 1n resisting seismic and wind leads, and sup• polling dear) and live loads. This includes foundations. 152. Justifying calculations and detail:: should be pro• videofor............................................................ ' ........................................... ]53. Roofs shall be designed for snow loads of ...................... pounds per square foot. Section 2305 ' 154 him of should Ila designed for uplift wined pros• sties with (life considrntion for lateral support of compression Ilangf:s of flexural mrulbcts. 15!i. hoar load should citimider a 20-pound par square lout parliliun load. Scclion 2:102 (b).+ ]LG. Id:uquers should be designed Int a r,Dglound per sgtialc ((lot live load.'1able No. 23-A.