1502 WALL ST 2018-01-01 MF Import

N . � � -.� . -. When three or more exits are required, no morc than tvio requircA ezlts shoultl crrt into the same exit system. Section 3317 (h). No point in a room in a buitding should Ac more than 75 1¢et to an exit torridor, enclosed stair� way or caterior of the builtlin�. Section 3317 (c). Exiting through adjoining rooms sliouid comply with Section 3317 (A), Panic hardware is required on exit doors serving rooms conlair.inp, morc than 100 occupants and in mrridors ol Group C Occupancics. Sea tion 3317 (j). Every room in a Group D Occupancy should have access to at least two legal mcans ot egress. Section 3318 (a). Doors trom beJrooms and wards ol Grnup D Occupancies and all eait openinp,s where nom embulatory patients are housed should have a minimum clear widtli of 44 inches. No pro� Jettions in this width are allowed. Section 3318 . �b). Panic hardwarc is requireA on exit doors serving mom than 50 occupants in Group D Occupan- cies unless there is no latch or lock. Section 3318 (f). ROOR, ROOF COf:SiP,UCTION, COVERING, SKYLIGHTS, ROOF STRUCTURES 27.� The space between wood floor construction and a suspentled ceiling below should 6c divided into arezs not ezceeding 7000 square feet. Section 2517 (e), 26. Allics of combustible materiai should be divided ir,to areas not eacceding 3000 (9D00) square ,1cet Seclion 3205 (b). 29. Root draina6e should be conAucted under tlie .public sidewalk. Section 3207 (e). 30. Overflow drain; having the samc size as roof drains and on inCependenl drain lines are re� quired. In lieu of this, overllow scuuPers three times the size of roof drains shoulA be �n;talled fn paropct walls. Ovcrllow system should havc inlees located 2 inches above thc low points of the rooL Setlion 3207 (c). 31Y The aggregalr �rea of penthouse, ar,d other rcof stmctures cannot eKcced 3J�/� percent ol ihe supporting rool arca. Section 3601 (b). FIRE•EXTINGUISf11NG SYSiEM 132:"� An approved aulomatic lirc�extinguishin� system Iin the ......._ ................................... is required. Section 3802 (b), Tiiis induAes blind �paces endosed wholly or paKly by combusfible Con- struclion. 1?3" Dry standpipes are rnquired in builAin�s tour or more storics in hci�,liL Settion 3803. ' 133: Wet stand��ipes are required as specifieA in Src� tioo 3oG,i. 135: Co�iibination siTndpipes are rcquircA in build� in�s excedin�; 150 feel in hriy+h(. g�«icn 3405 (�)• 136�IDuildin�s six slorics or more in hci�ht shou:d bc provided w;lh not Icss�than onc s�andpipc durv ing construction. Si�clion 3IIOG (b). -�`-__-_'._ ]; i.: Fiirvre�inCuishinp sys�rm pl�ns 5!:eWd be ;u6� imiLLcJ to you to Jciciniinc con�pliancc viilh applicablc bu4din�, plumhini�, anA "� codes. .w ' ' ' /� v 2 ti/a.l�� FIREPUIGES AND CHIMNEYS � 138. Chimneys shoulG comply witli Sections 3703 and 370A. 139. �FireP�ar.es and barbecucs should comply with Section 3707. � RNISH WORK 145. 146. 147. 148. 149. 150. 151. 152. Thc interior wall and ceiling finishes shoulA be specified and comply wllh Tabie No. 42B and � Section 4203. Gypsum wallboard (intcrior lath anC plaster) cannot bc inslalleA on weathcr�expesed sur� fates. Sections 4705, 1711. Sec Section 424 for detinilion of weather enpncJ suAace. Skyiigbts should comply with Chapter 34. Plas;ic skylights arc allowed only under the conditions specificd in Se[tion 5205. Glass and glazing shoWd compty viith Chapter 54. Type anA thickness of glass should be specified. Glass and glazing in hazardous locations should tomp�y with Seclion 5406. STRUCTURAI '� Special inspection im m�formance with Section 305 is fequired for the followinp s:ork: (a) StrueWral concrele where the des�gn is based on an uitimatc comp:cs;ive stren�th in excess of 2000 pcuntls per square ind;. (b) All N•elding txcept where dene in the shcp ot an approved ;a6ricator. (c) Instaliation of high stren6lh bolts. (d) Prestressin� work. (c) htasonry wmk mquired by Chaptcr 24. Soii classification in conlormance �•:ith Table No. 28�8 and ............................ pounds per square toot soil bearin� value used in� Acsign should be specified on plans. Section 2905 (a). The foundation investigation report mentioned in plans was not included in data fonvartled to us. It should be submitted for review. All masonry or concrete elements resi;:in� seis� mic forces should quality as reinforced ele� ments. Section 2314 (k) 3. Precast concrete wall paneis are limited to an h/t ratio ol 36 (25). Section 2616 (c). Wood members may support loads irom ma� sonry or conttete oniy under the conditions specified in Section E516 (a). StrucWrai calcu�ations shoidd bc submitted to justify the aAequacy ot the structural system in resisting scismic and wind loads, antl sup� portin�; dcad and live loads. This includes toundations. Justifyin� calculations and details should bc pro� videdfor .........................................................._ 153. Roofs shall 1>c designcA for snow loads of � ...................... pounds per squarc loot. Section 2305 (c). 154. The roof should bn designcA for uptifl winA pres� ' sures wilh duc considcration for latcrel aupport o( tomprossion flanpr,s M flexunl mem6crs. 1G5. Floor load should tonsiAcr a 7.O�pounA per squ�rc toot p:ulitinn lead. 5^clion 230� (6). 15G. Marquccs 5hould Lc Jcsi�ned (nt a f,0�pound per syuarc foot livc load. Tablc No. 23�A, Shcet No. 5 of 6 Slrects _L