3229 PINE ST 2018-01-02 MF Import

i 120t'When three or more exits are required, no more than two required exits should exit into ilia FIREPLACES AND CHIMNEYS saute exit system. Section 3317 (h). 121. No point in a room in a building should be more 138. Chimneys should comply w' I -Sections 3703 than 75 feet to an exit corridor, enclosed stair. and 3704. way or exterior of the building. Section 3317' (c)• 139. ,Gireplar-es and barbecues should comply with Section 3707. 122. Exiting through adjoining rooms should comply with Section 3317 (d). FINISH WORK 123.7-Panic hardware is required on exit floors serving - rooms containing more than 100 occupants The interior wall and ceiling finishes should be and in corridors of Group C Occupancies. Sec• specified and comply with Table No. 42•B and tion 3317 (j). Section 4203. 124'. Every room in a Group D Occupancy should have ]142. Gypsum wallboard (interior lath and plaster) access to at least two legal means of egress. -cannot be installed on weather stir- Section 3318 (a). faces. Sections 4705. 1711. See Section 424 ' 1' Doors from bedrooms and wards of Group D for definition of weather exposed surface.. Occupancies and all exit openings where non• Skylights should comply with Chapter 3.1. Plastic ambulatory patients are housed should have a skylights are allowed only under ilia conditions minimum clear width of 44 inches. No pro- s )act to in Section 5205. jIdions in this width are allowed. Section 3318 143. Glass and glazing should comply with Chapter -� 54. Type and thickness or glass should be 126. Panic hardware is required on exit doors serving specified. diore than 50 occupants in Group D Occupan• eies unless there is no latch or lock. Section 144. Glass and glazing in hazardous locations should 3318 (f). comply v:iUt Section 406. ' STRUCTURAL " ' FLOOR, ROOF CONSTRUCTION. COVERING, SKYLIGHTS, ROOF STRUCTURES 145. Special inspection in conformance with Section 305 is required for the following work: 127? The space between wood floor construction and (a) Structural concrete where the design is based on an ultimate compressive strenrth a suspended ceiling below should be divided into areas not exceeding 1000 square feet. in excess of 2000 pounds per square inch. Section 2517 {e (b) All welding except wham done in ilia shop •' _ of no approved fabr,cator. - l _ 123. Attics combustible material should be divided (c) Installation of high strenEth bolts. into areas not exceeding 3000 (9000) square (d) Prestrussing work.. feet. Section 3205 (b). (0) Masonry walk required by Chapter 24. • 123. i Ron, drainage should be conducted under the 146. Soil.classification in conformance with Table No. • public sidewalk. Section 3207 (a), 28.0 and ........................... pounds per square - foot soil bearing value used in design should 130. Overflow drains having Ute same size as roof be specified on plans. Section 2905 (a). drains and on independent drain lines are re- quired. In lieu of this, overflow scuppers three 147. The foundation investigation report mentioned in limes the size of roof drains should be installed in Overflow . plans was not included in data forwarded to us. It should be submitted for parapet walls. system should have review. ...... ' inlets located 2 inches above the low points of the roof. Section 3207 (c). 148. All masonry or concrete elements resisting scis• mic forces should qualify as reinforced Ole. 131 The aggregate- area of Penthouses and other roof mends. Section 2314 (h) 3. structures cannot exceed 331/3 percent of the supporting roof area. Section 3601 (b). 149. Precast concrete wall panels are limited to an hitt ratio of 36 (25). Section 2616 (c). • FIRE•EXTINGUISHING SYSTEM 150. Wood members may support loads from ma• m sonry or eotretO only under the conditions _ specified in Section 2516 (a). 132. An approved automatic lire -extinguishing system in the 151. Structural calculations should be submitted to ...........................4................ is required. Section 3802 (b). This includes blind spaces justify lice adequacy of the structural system enclosed wholly or pa-tly by combustible con. in tesisling soisn•.ic and wind loads, and sup• poriiitr Dead and live loads. This includes stniclion, foundations. 133.. Dry standpipes arc required in buildings four or 152. Justifying calculations and details should be pro• more stories in height. Section 3603. vided for.... ........' ................................................ 1S4.I %Vet standpipes are required as specified in Sec. """"""""".........................4....-•--••••-......•••••••' ' lion 3804• 153. Roofs shall be designed for snow loads of 135, i Cothbinatiet standpipes ate required in build. •...••..........••••. pounds per square foot. Section 2305 ings exeeding 150 feet in height. Section 3805 (c). , _ 154. l he roof sbotdd be designed for uplift wind pros. 136.' Buildings six stories or more in heirhl should be sloes with due consideration for lateral support \ ' I Provided with not less than one standpipe dur• of compression flanges of flaxuml members. inr conslntclimt. Section 3800 (b)• 155. Floor load should eoi0der a 20-pound par )37.Fire-exlinruishntg system plans should be soh• square foot partition load. Section 2302 (b). milled In you to determine compliance with applicable buddinr, plumbing, and fire codes. 15G. tdalquees shoukl be designed for a 60•pound per square foul live load. Table No. 23-A.