423 75TH ST SE 2018-01-02 MF Import

120. When three or store exits are required, no more than two fequirVI r,!t% shrnild t•ylt into the same exit system. Section 3317 (h). 121. No point ul a room In a buddlug should he more then 75 fett to an exit cornnor, enclosed stair• way or exterior of tile uuild,ne. Section 3317' (c). 122. Exiling through Adjoining tooms should comply with Section 3317 (d). 123. Panic hardware is required on exit doors servhle, Looms contaimnC more that, 100 Occupants and in corridors of Group C occupancies. Sec- tion 3317 0). )24. every room in a Croup D Occupancy should have access to .^.t least Iwo IeCal means of egress. Seclion 3318 (a). 1f. Doors from bedrooms and wards of Group D Occupancies and ail exit openings where non• ambulatory patients are housed should have a minimum clear v.ldlh of 44 inches. No pro• jetlions in this width ere allo:•:ed. Section 3318 (b). 126. Panic hardware is rrquirrd on ryit doors serving !hare than 50 cccu;arlls in Group D occupan• ties unless there is no latch Or lock. Section 3318 ((). FLOOR, ROOF CONSTRUCTION, COVERING. SKYLIGHTS, ROOF STRUCTURES 127. The space between v.eod floor construction and a suspended ceiling hclowr should be divided Into areas not exceeding 1030 square feel Section 2517 (0). _ 72?.IAllies of conlbustihie mslerial should be divided Into areas not elcecdlog 3000 (95C0) square feet. Section 3205 (b). )23.j Root drainage should he conducted under the public sidewalk. Section 3207 (e). 130. Overflow drairis having the some size as foot drains and on independent drain Imes are re- quired. In lieu of this, overflow scuppers three limes the size of roof drains should to installed In parapet walls. Overflow• system should have inlets located 2 inches above the low points of the roof. Section 3207 (c). 131.• The ACCrevalo Area of renthouses end other roof structures cannel exceed 3311, percent of the supporting roof area. Seclion 3601 (b). ' FIRE•EXTINGUISHING SYSTEM 132. An unproved automate lite•exlincuishing system Inthe ............................................ Is required. Section 3802 (b). this Includes blind sprers e,a:used wholly or prtly by colnbustiule con• strucliun. 1?3. (lry standpipes nie fequiled in buildincs four of more omits in freight. Seellod 3633. 134. lycl Ma ndpipes ate required as specified in Sec' tion 3II01. 135. Comhinnhon staminipes ore tcquired in huidJ- inCs exeedinC 150 fret in liorgld. Suction (b). _- 136. Guldin;l5 six slorles fit m•nc in hriphl >hotild be plovnlcd w•dll not Ir•. •. III nl tine stitndpgle due• int_eni6tfuCh(,II. lv'CL._n a::f.0 137.: lilt ryhl•IttiiOmli; sect^In r'ans •.I.1ctnd fir sull.- yell, to lil'.I•I II111=' (nllnlhle In %m. Alim"I aldli'i le Mks. tog, Pnunhlnl!, and Ise codes. FIREPLACES AND CHIMNEYS 138. Chimneys should comply will Sections 3703 .and 3704. 139. fimplares and barbecues should comply v.lth Section 3707. 11111SH WORK 140. The interior wall and coiling finishes should he specified find comply with fable, fio. 42.0 and Section 4203. 147. Gypsum v.allboard (interior lath and p13.tc:1 cannot he installed on wealher•expesed stir - faces, Sections 4705. 1711. See Section 424 for definition of weather exposed surface.. 142. SLyli[hts should comply with Chanter 3•1. P!es!it skyhChts ate alloz:ed only under the conditions specified in Section 5205. 143. Glass and Clarine should comply with Chapter 54. Type and thickness of Class should be specified. 144. Class and Clazir„ in hazardous locations should • comply ,with Section 5406, STRUCTURAL 145. Special Inspection in conformance with Section 305 Is required for the followior wOW (a) Structural concrete where the desi; n is based on an ultimate compressive stiu7:"1 In excess of 2C70 pounds per souare Inca. (b) All %velding except where done in the shop of nn ::pprc via labrlcator. (c) Inslalla;lon of hi;h strenCth bells. (d) Prestressing work.. (c) Llasonry wcrY. required by Chapter 24. 146, Soil classilrallon in conformance with Tct•!e ::�• 28.13 end _........................ pounds per squnn) fool soil heating value used in design shop;J be specified on plans. Section 2905 (a). 147. The four,dation invcstiCation report mentirned in Glans was not included in data forwarded to us. It should be sub:nitled for review. 148. All masonry or concrete• elements resisting seis• mie forces should qunmy its reinforced o,e• stork. Section 2314 (k) 3. 149. Precast concrete %.all panels are limited to an • fill ratio of 36 (25). Section 7616 (c). _ 150. Wood members may support loads from ma- sonry or toner, to only under the conddions specified in Section 2510 (A). 15). Sln¢luml cAculotions should be subrodird to the ndequacy of file •dructural syS;orn Iustily n resisting semnlic and wind loads, and spa porlinC dead anti live loads. This includes foundations. Justifying calculations and details should l7a Pin• vldedfor.........«................................................. .......... ...........:._....................................... ...... .... Root, shall he designed for snow loads fit• T�l ..... _.............. pounds Per square loot. Srctiul the roof 1•11oull he drsiltned for uphlt wind Pre suers v.dh duo cmt>ulfrahon for I.lclal •.P111 `rl Of C41111❑L•♦SIPfI flallgn•. fit flexlllol IIIB❑ILf IS. -a- 15!,, floor load shnmd ancadel "O pnil"d Per }grate loot P.ntltlbll load. Sr%clion 2.302 (1,). VIC f:.n ,ucf ; h.ndd 6r dusglned IN n 1:0'poultl I -r square fool live Mall• l.rhlo Nd_23 A. _.`�