4708 DOGWOOD DR 2018-01-02 MF Import

120. When three or more exiU are required, no more than We required oxls should exit into the some exit system. Section 3317 (W. 121. No point in a room in it buildian should be more than 75 feel to an exit corridor, enclosed stnir• way or exterior of llte building. Section 3317' (c). -- W. Exiling through adjoining room. should comply with Section 3317 (it). 123 Panic hanlware is required ou exit doors serving rooms containing mote than 100 occupants and in corridors of Group C Occupancies. Sec- tion 3317 (j). 124. Every room ill 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 fit this width are allowed. Section 3318 (b)• Panic hardware Is required on exit doors serving more Oran 50 occupants in Group D Occupan• T61 eics unless there is no Ialch or lock. So,.iun- 3318 (f). FLOOR, ROOF CONSTRUCTION, COVERING, . SKYLIGIM. ROOF STRUCTURES 127. The space bclv.•eeu Wee(I floor construction and a suspended t6ling below should be divided Into areas not exceeding 1000 square feet. Section 2517 (e`. , 128�s of combustible material should be divided Into areas not exceeding 3000 (9300) square feet. Secion 3205 (b). , lb.lRoof drainage should be conducted under the Public sidewalk. Section 3207 (a). 130. Overflow drains having the same size As root drains and art independent drain lines are re• quired. In ben of this, -overflew scuppers three times lite size of roof drains should be installed In parapet walls. Overflor, system shouldhave inlets located 2 Inches "hove the low points of the roof. Section 3207 (c).. The negrepate area of penthouses cnd other root T. structures cannot exceed 33yz percent of the i supporting roof area. Section 3601 (b). FIR&EXTINGUISHING SYSTEM 132. An approved automatic fire-cxlinguishing syslerfl in the ............................................ is required. Section 3802 (b). Tiffs Includes blind spaces enclosed wholly or pa•11y by combustible con. struction. ' Dry standpipes are required in buildings four or i more stories in height. Section 5803. 134. Wet standpipes are required as specified In Sec. 1 lion ae0t. 135.1 CoMbinalion standpipes are required in build• inns exeeding 150 feet in height. Section 3RO5 (b). I&& ° Ouildings six stories or niom In height should he provitlnl with not Ies:. than one standpipe dur• ' ) frig comin¢tion. S vctiun 31106 (b). . 131.: Fire exile= skiing system plans should be sub• • nitItesl to yyen to debnnunc compliance with imdding, fire applicable phunbing, and codes. FIREPLACES AND C14IMNEYS 130. Chimneys should comply with Sections 3703 and 3704. _ 139. fireplaces and barbecues should comply with Section 3707. FINISH WORK 140. The interior wall and ceiling finishes should be specified and comply with Table No. 42,U aid Section 4203. _ 141. Gypsum wallboard (interior lath and plaster) . • cannot be installed on wcather-exposed sur• faces. Sections 4705, 1711. See Section 424 for definition of weather exposed surface. 147 Skylights should comply with Chapter 34. Plastic skyu(;hts are allowed only under Ilia conditions sped in Section 5205. 143. Glass and glazing should comply with Chapter 54. Type and thickness of glass should be specified. _ 144. Glass and glazing fit hazardous locations should comply with Section 5406. •• STRUCTURAL . 145. Special inspection in conformance with Section 305 Is required for tite following, work: (a) Structural concrete - %-,here the design Is based on an ultimate compressive strwiMh in excess of 2000 pounds per square inch. .. (b). All welding except where done ire the shop of an ::pproved fabricator. • • (c) Installation of high atrentth bolts. (d) PiesUessing work. (e) Masonry work required by Chapter 24. 146. Soil.clossification in conformance with Table Ito. 20•U and ........................... pounds per square foot soil bearing value used in design should be specified on plans. Section 2905 (a). 147. The foundation Investigation report mentioned In pplans v:as not included in data forwarded to us. Il should be submitted for review. 148. All masonry or concrete elements resisting sets - into forces should qualify a, reinforced ela• nrenls. Section 2314 (k) 3. 149. Precast concrete wall panels are limited to a i • h/Uralic, of 36 (25). Section 2616 (c). 150. Wood members may support loads from ma- sonry, or concrete only under the conditions ipecified in Section 2516 (a). 161. .S •uctural calculations should be submitted to isUfy the adequacy of Ilia structural system in resisting seismic and wind toads• and sup. I r tint, dead and live loads. This includes ndatfons. 152. Ju difying calculations and details should be pro. , videdfor............................................................ »«.. .. 163. Roofs shall be designed for snow loads of ................ „..... pounds per square foot. Section 2305 (c). 254. 7110 roof should be designed for uplift wind pre%• sines with Una consideration for lateral support of compression flanges of flexural member,. 155. 1Toor lead should consider a 20-)found per square font luntition load. Section 2302 (b),_ 156. Marquees should Ina deigned for n 60•1iound per square foot live load. Table No. 23•A. r