1520 W MARINE VIEW DR 2018-01-01 MF Import

12(1. When three or more exils arc required, no more than two requircA exits should ezil into the same ezit syslem. Section 3317 (b). 121. No point in a room in a buildins should be morc •an �5 teM to an exit mrriAor, enclosed stair• . way or exterior of the buildin�. Section 3317 ��)• 122. Exiting through adjoining rooRs shoutd compty with Secti�n 3317 (d). 123. Panic hardware is required on exit doors serving rooms containing more than 300 octupants and In corridore of Group C Occupancies. See tion 3317 (j). 124. Every room in a Group D Occupancy shouid have aecess to at least two legal means of egress. Sertion 3318 (a). 1. Ooors trom bedrooms and wards of Group D Occupancies and all ezit openin�s where non• ambulatory patients are housed shoutd have a minimum clear widtli of 44 inches. No pro� jections fn this width are allowed. Section 3318 ib) . 126. Panic hardware is reG„crd on exit doors serving more than 50 occupai.ts in Group D Occupam cies unless there is no latch or lock. SeMion 3318 (fI. ROOR, ROOF COt:STRUCTION, COYERING, . SKYLIGHTS, ROOF STRUCYURES 127.`� The space belween wood floor mnstruction and Ia suspended ceiling beluw sliould be divided into arees not exceeding 1000 sq�are teet. Scetion 2517 (�?. l 128. Atties of combustible malerial should 6e divided inlo arcas not exceeding 3000 (9000) square 1eeL Section 3205 (b). � � 129. Roof drainage should be conducted under the • public sidewalk. Section 3207 (e). � 130. Over(low draina having the samc size as roof drains and on inCependenr drain lines are re� quired. In lieu of this, overtlow scuppers ttiree times lhe size of roof drains should bc installed In parapet walls. Overtlow system should have ., inlets lotated 2 inches .�I�ove ihc low points , of the root. Section 3207 (c). 131.� The a�gregale area of penthouses ar.d othcr rcof structures cannot ezceed 33y� percent of the supporting tool area. Section 3601 (b). FlRE-EXTINGUISHING SYSTEM 132. An approved am imatic Iirc•exlinguishing system in the ...........:................................ is required. Section 3602 (b). This includes biir�d spaces enclosed wlioily or pa�tly by tombustibie con- st� uclion. � 133. Dry slandpipes arc required in buildin�s four or more storics in hcighL Section 3803. ' 134, Wel standpipes are requiretl as specifieA in Sca tion 380A. 135. Codibination standpipes are rcquired in build• ings exeedinp 150 fent in hciqht. Seclion 3805 �' � i • � ,.: A FlRiPUCES ANO CHIMNEYS � 138. Chimneys shoulA comply witl� Sections 3703 and 3704. 139. Fircplaces and barbecucs shoutd comply with S¢ction 9707. � FlNISH WORK 140. Thc interior wall and ceiling finishes shoulA be specified arid compty wilh Tabte No. 42•8 and Srttion 4?03. 141. Gypsum N�ailboard (interior lath and plaster) cannot be inslalled on weather�eKposed sur- taces. Sections 4;05, 1711. See Section 424 fo� definition of wertther enposcA suAate. 142. Skyiights should tomply with Chapter 3A. Plastit skylights arc al�owed only urder tl+.e conditions specitied in Sectian 5205. 143. Giass and glazing should tomply viith Chapter 54. Type and thickness of glass should be specified. 144.I Glass an� glazing in hazardous locations should rnmply with Section 5406. 146. 147 STRUCTURAL " Special inspedion in con(ormance viith Section 305 is required for the inllowinp work: (�) Structural concreie where the design is based on an uttimate compressive strenqth in excess of 2000 pcunds per square incl�. (b). All welding excepL where tlene in the shop of an xpproved fabncator. (c) Installation of high stren�th bolts. � (d) Prestressin� work. (e) Alasonry work requireA by Chaptcr 24. Soil classificatio�i in conformance with Table t�o. 28�6 xnd ............................ pounds per square toot soil bearing value used in�Aesign should be specified on plans. Section 2905 (a). The toundation investigation report n+entioned in plans was not included in data forvrarded to us. It shoulA be submitted for review. 148. Ail masonry or con�rete elr.ments resi:ting seis- mic forces sliould quaiity as rcinforced ele• ments. Seclion 2314 �k) 3. 149. Precast eoncret� wall pancls are limited to an • h/t ratio of 36 (25). Section 2616 (c). 150. Wood members may suppoR loads lrom ma• snnry or concrete only u;ider the conditions specified in Section 2516 (a). 151. StrucWral eaicu!ations shcutd be submitted to juslify the aAequacV of h e slructural systeri in resisting seismic and •iind loads, and sup• porting dcad end livc loads. This inclutles (oundati�ns. 152.I Justifying calcul;�tions and details should he pro� videdfor ............................................................ 136. i Buildin�s six slories or morc in hci�hl snould be - provided with not Icss�tlian onc standpipc dur• inp construetion. Seclion 380G (b). 1�5. 7Si. i Pirc�cziinlPt�shin�t systom Plons should bc sub• imillcd lo you lu dclenuinc eompliancc wit�� ISG. appliwble bmldinf, plun7hinl', anA firc codes. Slicet No. 5 of 6 Shcets Roois shatl be designeA for snow loads of ...................... pounds per square toot. Section 2305 (t). The root shnuld be designco for uplift wind prr:• sures wiUi dnc consideration for lalcral support ..: ;mnprcssion ilan�es o( Iluxunl membcrs. I�Inor load shoulA considcr a 20•pound per squirc Inol partilion load. ;^clion 73U2 (b)._ Marqur.es shoWd be desi�ned for a f,0•pound per squarc fool livc IoaA, Tablc No. 23•A.