8901 EVERGREEN WAY 2016-01-01 MF Import

' . �'=� O l � �.�,,,�� u��.: .��,.:� . 120.' When three or more exits are require<', r.� mare , than b•ro required exits should cr� i � , tha � FlREPL/10ES AND CHIMNFYS same exit system. Secticn 3317 (b). � • I 121. No point in a raom in a build�cy shouid be more 138. Chinmeys should comply with Sections 3703 � than 75 feet to an ezit corriA�•r, mclosed stairv and 3704. - • . , way or exterior of the buJdinE• Section 3317' 139. Fireplar.es and barbecucs should comply with ��• Section fl707. • � 122. Exiting through adjoinin� rooms should comply � with Section 3317 (d). � FINISH WORK 123. Panic hardware is required ei eait doors serving rooms containing mom th:n 100 occupanls � 1A0. The interior wall and ceiliog finishes should be and in corridors of Group G Jccupancies. Sec � specified and comply wilh Table No. 42•B and tion 3317 (j). Section A203. 124. Every room in a Group D Occupancy should have 141: Gypsum v,�allboard (interior lath and plasteQ access to at lerst iwo legal means of egress. � eannot be installed on weathervezposed sur- ' . Section 3318 (a). faces. Sections 4705, 1711. See Section 424 - tor definition of weather exposod surface. • 125. Doors irom bedrooms and wards of Group D � Occupancies and all exit openings where non• 142: Skylights should comply with Chapter 34. Plastic ambulatory patients arc housed should have a skylights are allowed only under the conditions � minimum clear width of 44 inches. No pro� specitied in Section 5205. Jections in this width are allo�,ved. Section 3318 143: Glass �nd glazing shoWd comply viith Chapter �b�' 54. 1 ypc and thickness of glass shoutd be 126. Panic hardware is reouir�d on exit doors serving specified. morc than 50 occupants in Group D Occupan- 1•14. Glass and glaz�ng in I�.zardous locations should cies unless there is no latch or lock. Section comply a�ith Section 5406. . 3318 (f). . . . . � � STRUCTURAL '" � FLOOR, ROOF COIdSTP,UCTION, COVERING, . ' - SKYLIGHTS, ROOF STRUCTURES . ]q5. Special inspection in conformance viith Seclion � 305 is required tar the followino��ark: ' - - (a) StrucWral concrete where the design is 127. The space belv:een wood floor construction and based on an ultimate comp:c;sive strenrth a suspended ceiling belov� should be divided � in ezcess of 2000 pounds per square inch. into areas not exceeding 3000 square teet. � (b),All tvelding except where dene in the shop Sectie � 2517 (e), of an approved fabricator. � i2a i ABics of combustibie material should be tlivided (c) Inslxliation of high strengih boits. � into arcas nnt exceeding 3000 (9�00) square (d) Prestressing work. - fceL Section 3205 (b). (e) hiasonry tvork required by Chapter 24. � 129.i Roof drainage shuuld be r.cnducted under the 146. Soii classification in conformance with Table No. pubiic side��aik. Section 3207 (e). 28�g �nd ............................ pounds Uer square - , toot soil beanng value used in design should , 130. Overflow drain� hav:ne the same size as roof be specificd on plens. Section 2905 (a). drains and on in•'.ependent drain lines are re� quired. In lieu of this, ovr.rflow scuppers three 147. The foundation investi�ation report mentioned in . - times the size of roof drains should be installetl plans was not induded in data fonvarded to us. � in parapet wails. Ovcrilow system should have It shoul�i be submi!ted for review. . inlets located 2 inches above the low points 148. All masonry or concrete elements resi:ting seis• _ of the roof. Section 3207 (c). . ' mic forces should quality as reinforced ele• � � � 131. The aegregate area ot penthouse.and other rcof inents. Section 2314 (k) 3. structures cannot exceed 33�/3 percent of the 149. Precast concrete wal� paneis are limited to an _ supporting root arco. S�ction 3601 (b). . h/t ratio of 36 (25). Section 2616 (c). - � � FlRE-EXfINGUISHING SYSTEM 150. Wood members may support loads from ma� � • sonry or cdncrele only under the conditions _ . � specified i� Section 2516 (a). - 132. An approved automalic lire�exlinguishing system 151. Structural calculalions should be submitted to � � � in the ............................................ is required. , justify lhe adequacy of the structur.l system Section 3802 (b). This includes blind spaces ' in resisting scismic and wind loads, and sup- enciosed wliolly or paKly by combustible con• porting dcad and live loads. This includes struclion. � foundations. , 133. Dry standpipes are re�uired in buildings four or 152. Justifyin�calculations and details should be pro• more storics in lieight. Section 3803. vided far............................................................. 134. \Yel standpipes are required as specified in Sec� .........................................................'•""...........- . tion 380M1. 153. Roofs shall I�e designed for snow Ioads of 135. Cotiibination standpi�es are required in build• ••••••••-��•-��•�•- Pounds per squarc foot. Section ings exeedin� 150 tee[ in hei�hL Section 3805 2305 (e). . � ��• 154. The roof should be designed for uplift wind prss - � ' sures with dnc consideration (or laleral support � �• ]36.� Buildin�s six stories or rt�ore in hci�;ht shoidd be of compression ilanges of flexural memhcrs. � \.' . I Provided with not Icss than onc standpipc dur• � 1 ine construction: S��ctimi 3806 (b). 155. Flnor load shauld considcr a 20�pound per ]37,: Fire�extinguishinp system Flans si�oWJ be sub• square foot p:irtition load. Section 2302 (b). _ � milled to you to dctcrmine eomptiance with 156. Marquces should br:desir,ned tor a GO•pound per _ , applitable Uwlding, plumhin�, and firc codes. square foot live load. Tabie No. 23•A. . � . . Shect No. 5 of 6 Sheets