7701 HARDESON RD 2018-01-02 MF Import

120. When three or more exits are required, no more than two required exits should coal into the same exit system. Section 3317 (h). 121: No point in a rcum in a building should he more than 75 Jett to an exit corridor, cncloscd stair- way or exterior of the budding. Section 3317 (c). 122. Exiting through adjoining rooms should comply with Section 3317 (d). N.I. Panic hardware is required on exit doors serving rooms containing more than 100 occupants and in corridors of Group C Occupancies. Sec- tion 3317 (1)• 124. Every room in a Group D Occupancy should have access to of least two legal :neans 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 e:iJih are shaved. Section 3318 (b). l[6. Panic hardware is required on cxd doors serving more than 50 Occupants in Group D Occupzn• cics unless there is no latch or lock. Section 3318 (f). rL00R, ROOF CONSTRUCTION, COVERING, SKYLIMiTS, ROOF STRUCTURE i 127. The space between treed floor construction and a suspended ceiling bclov., should Lc divided into areas not exceeding 1033 square feet. /Section 2517 (e_). ' 12?. Attics of combusti0le material should Le divided into areas not emecding 3000 (9CCD) square feet. Section 3205 (b). 123.I Roof drainage should be conducted under the public sidewalk. Section 3207 (e). 13D. Overflow drains 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 wails. Overflow: system should have Inlets located 2 inches +above the low points of ale roof. Section 3207 (c). 131. The aggregate area of penthouses and other roof structures cannot exceed 33!rr percent of the supporting roof area. Section 3601 (1)). ' IFIRE•EXTINGUISHING SYSTEM 132. An approved automatic Iiie-exlinguishine system • in the ............................................ is required. Section 3802 (b). This Includes blind spaces cu,.:scd wholly or pa-tly by combustible con. structiun. ' 133.I Dry standpipes ire requited in buildings four or more stotics in height. Section 3E03. 1.34. lief stlndplPCS are required as specified In Sec. tion 3SO.1. i35.1 Com-oinaliun standpipes are acquired in hirild• ings exeeding 150 feel in height. Section SS05 (b). 136. Gutldinns six stotics or mole in height should be provided with nM less thin one standpipe dur• ing construction. Section 380G (b). U7. Foe-rxl irl;uish ing system Plans should be silt• milled to IOu In drleltl IIIIC enngdiance with b appliwblr uudmg. Jill nlhnu:. and lire codes. FIREPLACES AND CI IMNEYS 138. Chimneys should comply with Sections 3703 and 3704. 139. Firoplares and barbecues should comply with Section 3707. rINISII WORK 140: The interior wall and coiling finishes should he specified and comply with leble No. 42.0 and Section 4203. 141. Gypsurn wallboard (interior lath and plaster) cannot he installed on weather exposed star - faces. Sections 4705, 1711. See Section 42.1 for definition of weathor exposed surface. 142r Skylights should cnr ply with Chanter 34. Plastic skylights arc alloz.ed only under the conditions specified in Section 5205. 143. Glass and glazing should comply with Chapter 54. Type and thickness of glass should Lc specified. ff 144. Glass and gazing in hazardous locations shoulJ i comply with Section 54C6. STRUCTURAL MT.. Special inspection in conformance vz(th Section 305 is required for the feliowin? work: (a) Struclura concrete vrhere the design is based on an ultimate compressive strcnrtn in excess of 2000 pounds per square inch. (bl All welding except where done in the shop of an approved fabricator. (c) InslaHation of hiCh strength belts. (d) Prestressing work.. (c) Masonry work required L'y Cheptcr 24. 146. Soil classification in conformarce vrlth Tatle 140. 28 R and ........................... pounds per square foot soil bearing value used in desirn should be specified on plans. Section 2905 (a). 147. The foundation investigation report mentioned in plans was not included in data for.:arded to us. It should be submitted for review. 148. All masonry or concrete elements resisting 9cis- mic forces should qualify as reinforced Ole. mends. Section 231.1 (k) 3. I49. ple isl concrete v.all panels are limited to an • hilt ratio of 3G (25). Section 2616 (e). I Wood mcmbars may support loads from ma• sonry or coup, to only under the conditions specified in Section 2516 (a). 151. Structural calculations should be submitted to justify the adequacy of the structural system in resisting seismic and wand loads, and sup. porting dead and live loads. This includes foundations. 152. Justifying calculations and details should be pro• vidcdfor............................................................ 153. Roofs shall be designed for snow loads of ' ................ pounds per square foot. Section 2305 230(c). 154. The roof should be desiPncd for uplift wind pros- stuns with flue emGidrrat,011 for Literal support of compression flanges of flexural Inembers. I Sb. 1'Ioor luad shrndd conceder a ,n.0•pciund per square foot partition load. Srcliun :::102 (b). 15G. I.Imquees Mmuld bo dcvrrird In. n ODgtOunrl per stprme (uol live Inad. I thlu lip. 23 A.