7402 RAINIER DR 2016-01-01 MF Import

� , � _ . ' , _ 12U.' When three or more ezits are required, no more than lvio required exits should ezd into the FIREPUICES AND CHIMNEYS . Same exit syslem. Section 33ll (b), ' 1 121." No poml m a wom in a building should be more 136. Chimneys <hould camply witli Sec'ions 3703 � lhan 75 feet to an exit corriAor, enclosed stair and '370A. � way or eaterior of the building. Seclion 3317� 139. Fireplaces and barbewes shoulA campty with � (�)• Section J707. ' . 122: ExitinE through adjoining rooms shouid comp�y with Section 33ll (d). � _ FINISH WORK 123: Panic hardware is requiretl on eait doors serving . 1q0: The interior wall and ceilins linishes shoulA be rooms containing morc than 100 occupants \i specified and camply wilh TaMe No. 428 and and in corridors of Group C Occupancies. Sec• � Section 4203. tion 3317 (j). 124: Every rcom in a Group D Occupancy should have 141. Gypsum x�allboard (interior lath and plaster) � access to at Ieast two legal means ol egress. � cannot be installed on v:eather�exposed surv Seclion 3318 (a). (aces. Sections 4705, 1711. See Section 424 . . for definition of weather exposeA suAace. • 125. Ooors from bedrooms and wards of Group D 142. Skylights should comply with Chapter 34. Plastic Occupancies and all eRit openines where non• ambulatury patients are housM sh. .Id have a skylights arc aliowed only under the conditiuns � minimum clear width oi 44 inches. No pro� specified in Section 5205. }- (b'tions in this width are allowed. Section 3318 143. Glass and ylazing shoul� comply with Ciiapter 54. Type and thickness o( glass should be 126.'�Panic harAware is requireA on exit doors serving =peeified. morc lhzn 50 occupants in Group D Occupzn- 144. G�ass and glaz�ng in hazardous locations shou�d eies unless there is no latch or lock. Seclion �amply with Section 5406. , 3318 (f). - � . STRUCTURAL '� � FLOOR, ROOF CONSTRUCTION, COVERING, . � _ SKYLIGHTS, ROOF STRUCTURES 145. Special inspettion in conlormance eiith Section � 305 is required ;or lh? follmving�vork: ' 127. The space betr.een wood floor conslruction and (a) Stru�tural conur'e where the de,ign is based on an ultimet^ comp:essive strength a suspended ceiling Celow shoiild be divided , in ezcess of 2000 r.cunds per square inch. into arezs not exceeding ]000 square feeL (b� All tvelding excep". where dene in the shop Seetion 2517 (e). ' of an apprwed tabi�caror. l : \ � 12?.� Attics of combustible material should be divided (c) Installa:ion of high stren�ih 6olts. � (d) Prestressing work. into areas nM exceeding 3000 (990G) square (e) Alasonry emrk required by Chapter 24. teeL Section 3205 (b). 123.`i Roof drainage should be conducted under the 146. Soil classifiwtion in confurmance v:ith Table No. putlic sidewaik. Section 3207 (e). Z8'B �nd .........__-.-....__.-•.. Pounds Uer square _ foot soil bcaring value used in design should , � ]301 Overtlow Arciu� having tLe samc size as roof be specificd on plans. Sectimi 2905 (a). drains and on independent drain lines are re� 147. The toundation investiga[ion report mentioned i❑ quired. In lieu of lhis, overflow scuppers lhrec plans was not induded in dala fonvarded to us. , times the size of roof drains should be insta�led It shoulJ 6e suhmitted i�r revie+v. in parapct walls. Overllow rystem should have _ inlets located 2 inches above the low poinfs �qg, qll masonry or conaete elements resisling seis• � of the rooL Section 3207 (c). mic forces should qualify as reinforced el,:� . - Iffi: The aGgregate arca of penthouses ard other roof inents. Seclion 2314 (k) 3. structures cannot ezceed 3Jy� percent o( lhe 149. Precast concrcte wa�l panels arc limited to an , supporting roof area. Section 3601 (6). • h/t rotio o( 36 (25). Section 2G16 (c). � � FlRE-E%TINGUISHING SYSTEM 150. Wood membcrs may support loads from ma� , , sonry or concrete only under the conditions � specificd in Section 2516 (a). 132. An approved automatic iire�eztinguishing system 151. Stmc[ural cnlcu�ations should be submitled to � in the ............................................ is required. , justify the adequacy of tlie sl�uctural system Section 3802 (b). This incWdes blind spaces in resistine scismic and wir,J loads, and sup� enclosed wliolly or paKly by combustib�e con• portins dcad and live loads. This includes strucliun, � toundations. � 333. Dry stanApipes are required in buildings tour or 152. Justifying catculations and details should be pro• more storics in Iwight. Section 3803. vided for............................................................ 13:. 1Yel stand{�ipes are required as specified in Sec• .......................................................................... tion 380�1. 153. Roofs shiil I�c desiGncA tor snow loads of 135.I Con�bination standpipes are requiieA in buiid• •� � •�•••�� Pounds per squarc foot. Section ings exeedin� 150 feet in heighL Seclion 3805 2305 (c). � (b). 154. Thr. root shouid Bc desi�ncd for uplift wind pres - i � sures with [Ine considention for lateral cuoport � • �• 136.° 6uildin�s six slorics or morc in hci�ht simuld bc of tomprcssion flan�r.s nf Ilcxural membcrs. � � ' {�rovided wAh not Icss than onc sWndpipc dur� ing eonstruclion. S�ulion 3EOG (b). 155. Floor load should considcr a 20•pound per ]07.: Fire�r.�ic�;uishinp system pl�ns shoulJ be sub� squarc lool parlition lond. S^ction 2302 (b)._ millcJ to you tu Jcternune eomplianre viith 15G. Marquces should 6c Acsigned for o GO�pound per . appliwblc buddin�, plumbin�, anA lirc codes. squarc foot livc IoaA. Tablc No. 23�A. � _ I . Shcet No. 5 of 6 Sheets