615 75TH ST SE 2018-01-02 MF Import

6i S '7s� • In. When three or more exits are required, no more than trio ,squired exits should c.d into the same exit system. Section 3317 (b). 121. No point in a room in a building should he more than 75 febt to an exit curriaor, enclosed stair- way or exterior of the building. Section 3317' (c). 122. Exiting ulrourh adjoining rooms should comply with Section 3317 (d). 123. Peroeic hardware is required on exit doors sentinel rooms containing more than 100 occupants and in corridors of Group C Occupancies. Sec. tion 3317 (1). 12:. Every room in a Group D Occupancy should have access to at least two legal means of egress. 1 Section 3318 (a). 125. Doors from bedrooms and wards of Group D Occupancies and all exit oponinC% where non• ambulatory patients are housed should have a minimum clear width of 44 inches. No pro. )eelions In this width etc allowed. Section 3318 (b). 126. Panic hardware is required on exit doors serving more than 50 occupants in Group D Occupan• ties unless there is no latch or lock. Section 3318 (1). FLOOR, ROOF CONSTRUCTION, COVERING, . SKYLIGHTS, ROOF STRUCTURES 127.1 The space between wood floor construction and a suspended ceiling below should be divided into areas not exceeding 1000 square feet. Section 2517 (e!. . 122.1 Attics of combustible material should be divided Into areas not exceeding 3000 (9000) square feet. Section 3205 (b). 1291 Roof drainage should be conducted under the public sidewalk. Section 3207 (a). 130. Overflow drains having the some size as roof drains and on independent drain lines are re. ,iujrod. fit lieu of Mies, overflow scuppers three times the size of roof drains should be installed In parapet walls. Overflow system should have Inlets located 2 Inches abova the low points of the roof. Section 3207 (e). 13). The aCgree.ate nre3 of penthouses and other roof structures cannot exceed 331/3 percent of the supporting real area. Section 3601 (b). ' FiRE•EXTINGUISHING SYSTEM 132. An approved automatic the•exthlCuishing system In[lie ............................................ Is required. Section 3802 (b). This includes Mind spaces cnt.losed wholly or pa-tly by combustible con. struction. M. Dry standpipes nre required In buildings four or more Llorics in height. Section 3803. 134. Wet standpipes are required as specified In Sec. Lion 380 1. 135. Coiiihinaliun standpipes are required in huild• logs excelling 150 feel tot height. Section 3505 136. i Gua.fin^s six stones or mac in lieigld should tor: rmv:dcd with nal less Ulan arc standpipe due• iug construction. Section 31106 (b). 1.7. ; fur l rru !;in•.lung system Plans Mlot ld be still. nliutrJ In 1•011 to lle64lunie r.riupli.ml.e With appbcabio budding, plunlhmll, and file codes. FIREPUICES AND CHIMNEYS 138, Chimneys should comply with Sections 3703 and 3704. 139, PimPlaras and barbecues should comply with Section 3707. FINISH WORK 140. The interior wan and coiling finishes shnuld be specified and comply with lattice No. 42.0 and Section 4203. 141. Gypsum wallboard (interior lath and' plaster) cannot be installed on weather•expesed seer. faces. Sections 4705, 1711. Soo Section 424 for definition of weather expased surface. 142. Skylights should comply with Chapter 34. Plastic &Yyhghts are alloyed onlyy under the conditions specified In Section 5205. 143. Glass and Clazine should comply with Chapter 54. Type and thickness of Class should be specified. 144. Glass and glazing in hazardous locations should comply with Section 5406. STRUCTURAL 145. Special inspection in conformance with Section 305 is required for the folinwine work: (a) Structural concrete where the design Is based on an Wimato compressive strength In excess of 2000 pounds per square Inch. (b) All welding except where done in the shop of an approved fabricator. c) Installation of hiCh strongth balls. d)) Prestressing work. o) Masonry work required by Chaptcr 24. 146. Soil classification in conformance with Tat•lo No. 29-11 and ............................ pounds per square fool sell trearing value used in design should be specified on plaits. Section 2905 (a). 147. The foundation investigation report mentioned in as not Included in data forwarded to us. ppwas Il should be submitted for review. 148. All masonry or concrete elements resisting seise mie forces should quality as reinforced ele• menus. Section 2314 (k) 3. 149. t`recast concrete wall panels are limited to an • hit ratio of 36 (25). Section 2616 (c). 150: Wood niernbom may support loads from ma• sonry or generate only under the conditions specified in Section 2510 (a). 151. Structural calculations should be submitted to justify file adequacy of the structural system n resisting sem:uc and wind leads, and sup• porting dear) and live loads. Tills includes foundations. 152. Justifying calculations and details should be pro• videdfor ..... _..................................................... ..................... :._................................................. 153. Goals shall be dosirned for snow foods of ...................... pounds per square foot. Section 2305 (L). 154. Tire roof should ton designed for uplift wind pros• • series with uric eom.irterauon for Literal supp;.rt of t.unijitemon flanges of Ilexnial oenibris. �I'Innr 155. load Oinuld ennsider a ^-roped per sgnnre Innl p:utiliun Inad. S^ction 2:1112 (b), 6lnrclowes M.moltl be lo,ornea for n LO poun;l per• 1S0 Srlitare Tool tivc hsati, ldllle No. 73-A.