2327 RAINIER AVE 2016-01-01 MF Import

• Pa� of / 5 C.H.I.P. REPAIR SPECIFICATIONS Owner. Carol Wenzlick Phunc N: 425-252-6381 Address: 2327 Rafner Avenuc. F.verelt 98201 2. COtiCRF,TE and SITF. WORIC Nusement F.x�criur Uour t:ntrancc ��ar A ti�nirs :. Contrac�ur m jack hammcr out ihc c�is:ins concrclt ramp, and lhc walls Icadins Jown Io ccisting cc�crior cmry lo lhe basemcm. In addition, Ihc broken scctions of IounJations w:ill around thc bascmcm door shall bc rcmovcd and prcparcJ for ncw scc�inns. Sc� debris asidc, ncar garagc lill w•ork is complcic, sumc may bc used for backfill. Haul �hc cscess concrctc o��:�y Irum thc sitc. Rcpair on �hc csis�ing bascmcnt concrctc wall to incluJc drilling in ai Icast livc(5) six indi (G") N 2 rcbar pins, and uttach using concre:c cpoxy. on cach side of duuc Apply a bunding agent prior to application of pouring o(new concrete. Cunlractor to Ibnn up & pour new �vall scc�ions, ihcn rough door opcning should incluJc Ihc installa�ion a trca�cJ Joor (ramc (38•. s R?..) anJ could bc inmrpamtcd �cith thc lixming. and Icli in-plocc tu atmch ihc nc�� Jour. Aficr rcmoval of Ihc 1'umu, ony ��oiJs shoidd bc fillcd ��ilh concrcic Ihcn Ihc wholc :uca shoulJ bc scal with an approvcd founJa�ion damp-prooling matcrial. Cuntractor to dig down �o soliJ bcaring ground 6claw thc cxis�iug housc 1'ooiings. �oih siJcs uf stainecll ��alls shoulJ bc ticd inlo �hc c�is�ing huusc luundaiion by drilling in ai icnsi tiecl�) sis ind� IG') q 2 rcbar pins, and a�tach using cuncrcre epus��. on cxh �call aUachmcnt. Apply a bondmg agcnt. �t�hcrc ncu� u•alls atmch to thc housc founJa�iun, pnor to applicaiion ol pouring uf nca concrcic. Cuntractor to huilJ furms liir ncw I(i' ��idc by S" lhick concre�c �iiulings. and (umi up for ncw 8" ihick concrcre rcuiininp ��•alls ti�r stain��cll. Insiall stccl rcinforccmcnt in ihc fowings I�hrcc u�7 b:vs running horizontal and lVCOI�' S�OCMI) AOII (CIIIPOfI'CI171'lli Ip �IIC N'BIIS (#�I I1:If5 5�8CClI IU I11CC1 CUtI0. COIIffBCIOf IU insmll two(2), Simpson PBS4JA column b;iscs in �hc �op utlhc �vall ncar thc housc for thc posts to ihc basc sWir covcr. Cunlractor to pour �hc nc�v concrcic �� alls and footings. hcw rctainage wall to be finished smoolh, where c�poscd. 13uild fomis (or ncw 42" �cidc s�cps. Rcinforcc stcps wilh ihrcc da continuous stccl mi;.Cnrcing bars running Icnglh of s�eps. Tic curbs to stcps ai�h N4 bar 3 ft. o.c. Trcad and riscn c�iEht Io bc cumni codc rcyuircmcnts. Thcrc should bc at Icast a 3(i' s d2 landing ut thc bouom, and at ihc top whcrc Ihc stcp icm�inatcs at gradc hcigh�. 11'orA shall includc inslallalion of a drain, �I1lI :III N'JII �GIIIIIIIL. J�1�lIICJlWII OI N':Ill`I' liarricr associatcd ��ith foundalion ��'orA. All worA shall comply �rith thc aJopleJ L'uilding Codc. A Building Pcrmit is reyuired for this work. tio7'F:: The puinr o�� ihr concre�r N�alls ��srcAPOS/TIVEjor lei�d hnxc pnixl, "xajc f- wnrk prnclicrs" will hc rryuirad whrn pnforming t6is �curk. Rear tiidewalks: Contraclor to remave tl�e oIJ concre�e side��':�IAs Irom the gar;ige �o tl�c housc, and to thc cntry stairs to ihc bascnunq�pprosimaidy 0� lincal Icct ol sidc��alk). Ponn :md pour :1 3 I/�•• lllll'I� l'OI1Cfl`Il` \\�IA IU M1'�ll�l'C l`\15lllll \\'BIAS.:IOII Iill'IUIII' 8 I�OlII11E and stcp to thc rcar dccA. New ��alks to bc 30" widc. 11'alk tu hacc libcr mesh addcd to the concrcic and hat�c a unifomi, "bruoni' �inish. Placc c�p:msim� joint matcrial, asphali covcrcd fibcr board, whcrc thc nc��• concrctc walk comcs in contact ��•iih csisting concretc fill in the sides o(lhe new �ealk and areas wherc the «'alks aerc rentoved across the froni :md alung thc north sidc �cith �op soil and grass sccJ. PacA Jin du�cn, :mJ build up a IitUc morc than Ihc surtounding arcas to allow fur sculing orcr timc Z�6 °"'`''°' CONTRACTOR'S COPY