2121 MADISON ST 2018-01-02 MF Import

r. �317. Panic hardware is required on exit doors serving Group B Occupancies having an occupant load ' of more than 100. Section 3316 (a). In lieu I this. doors shall have no io[ks or latches. fig. Main and side exits In conformance with Sec. lion 3315 are required for B-2 (1) Occupancies. Section 3316 (a). 119. Corridom of Group C Occupancies should have a width required by Section 3302 plus 2 feet, but not less than 6 feet. Section 3317 (a). - ' Each floor above or below the ground floor level I120. of Group C Occupancies should have no less than two exit stairs. Section 3317 (c). s 121. Exit stairs serving an occupant load of more than 100 In a Group C Occupancy should have a minimum clear width of 5 feet. Section $317 1122. Exit doors cannot be more than 2 feet narrower f than the required corridor width in Group C Occupancies. Section 3317 (d). 123. Exit doors from schoolrooms should swing in �I124. the direction of egress. Section 3317 (d). Rooms of Group C Occupancies used by pupils and located below grade should have one exit leading directly to the exterior of the building. Section 3317 (a). 1125. Panic hardware Is required on exit doors serving rooms containing more than 100 occupants and in corridors of Group C Occupancies. Sec. tion 3317 (f). 126. Every room in a Group D Occupancy should have access to at least two legal means of egress. Section 3318 (a). 127. Doors from bedrooms and wards of Group D ' Occupancies and all exit openings where non• ambulatory patients are housed should have a 1 minimum clear width of 44 inches. No pro, )ections in this width are allowed. Section 3318 (b). 128. Panic hardware Is required on exit doors serving more than 50 occupants In Group D Occupan• 1I• cies unless there is no latch or lock. Section I (0• 129. Every sleeping room below the fourth floor should have one openable window or exterior door conforming to Section 3320 for emer• gen[y exit or rescue. FLOORF ROOF CONSTRUCTION, COVERING, KYLIGHTS, ROOF STRUCTURES e space between wood floor construction and suspended ceiling below should be divided to areas not exceeding 1000 square feet. Sec• ion 5103. ;1 S ) 7 e- ics of combustible material should be divided to areas not exceeding 2500 (7500) square et. Section 3205 (b). of drainage should be conducted under the ublic sidewalk. Section 3206 (e). erflow drains having the same size as roofains and on independent drain lines are re- tted. in lieu of this, overflow scuppers threemes the size of root drains should be Installed parapet walls, Overflow system should havelets located 2 inches above the low points the roof- Section 3206 (c). aggregate area of penthouses and other roofructures cannot exceed 33t/3 per cent of thepporting roof area. Section 36D1 (b). FIRE -EXTINGUISHING SYSTEM 135. An approved automatic fire.exbngwsh,ml in the .... ..................... Section 380). This includes bI mi closed wholly or partly by eombustd,le co„ struction. U.B.C. Standard No. 38.160 (kt. 136. Dry standpipes are required in buildings tou, cr more stones in height. Section 3804. 137. Wet standpipes are required as specified in Sec. tions 3805 and 3806. 138- Fire -extinguishing system plans should be sub milted to you to determine compliance with applicable building, plumbing, end fire codrs. FIREPLACES AND CHIMNEYS -- should comply with Section 3702. and barbecues should comply with 704.ORKr 1140. Eand wall and ceiling finishes should be and comply with Table No. 42.0 and 203. 142. Gypsum wallboard (Interior lath and plaster) can. not be Installed on weather -exposed surfaces. Sections 4705, 4710. See Section 424 for defi• nition of weather exposed surface. 143. Skylights should comply with Chapter 34. Plastic Skylights are allowed onlyy under the conditions Specified In Section 521 144. Glass and glazing should Comply with Chapter 54. Type and thickness of glass should be specified. 145. Glass and glazing in hazardous locations should Comply with Section 5406. STRUCTURAL 146. Special inspection in conformance with Section 305 is required for the following work: (a) Structural concrete where the design is based on an ultimate compressive strength in ex. cess of 2000 pounds per square inch. (b) All welding except where done in the shop of an approved fabricator. (c) Installation of high strength bolts. (d) Prestressing work. 147. Soil classification in conformance with Table No. 28•B and ............................ pounds per square foot soil bearing value used in design should be specified on plans. Section 2803 (a)- 148. The foundation Investigation report mentioned in was not included in data forwarded to us. Ft It should be submitted for review. 149. All masonry or concrete elements resisting secs• mic forces should qualify as reinforced ele- ments. Section 2314 (k) 3. 150. Precast concrete wall panels are limited to an h/t ratio of 36 (25). Section 2622 (f), 151. Wood members may support loads from masonry or concrete only under the conditions specified In Section 2510. 152. Structural calculations should be submitted to justify Me adequacy of .he structural sy-.:"u In resisting seismic and wind loads, and sup. Porting dead and live loads. This includes foundations. Sheet NO ...... 5 ..... of ........ 6-......... Sheets