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HomeMy WebLinkAboutPermit B93-0183 - SHASTA BEVERAGES - STORAGE TANK\c-) zV 6tVoTA •t5ova2N/s6e5 t) 5 01 Zvi" City o Mktvia (206) 431-3670 Community Development / Public Works * 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B93-0183 Type: B-BUILD Category: ACOM Address: 1227 ANDOVER PK E Location: Parcel #: 352304-9072 Zoning: CM Type Const:. N/A Gas/Elec: Wetlands: Water: TUKWILA Contractor License No.: WABOTC099JA TENANT OWNER CONTRACTOR CONTACT •., SHASTA BEVERAGES 1227 ANDOVER PK E,..TUKW4A,. WA 38133 IBS ACQUISITION 26901 INDUSTRIAL BLVD, HAYWARD ,CA 94545 W. A. BOTTING CO. ; , Aphbne: 206 364-0340 13549 AURORA AV 14, SEATTLE,,WA .98133, THOMAS MORAN, ,” Phone:, '206 364-0340 1354.9 AURORA AV SEATTLE,' WA 98133 • s Status: ISSUED Issued: 06/15/1993 Expires: 12/12/1993 Type of Occupancy: WAREHOUSE Slopes: N Sewer: TUKWILA .‘„ ********4****-44-******'4,,'*'4(***4*****01/44',1/44i;*„.k***********444:k-“**4,444,*****4e***** Permit Descri:Otion: I INSTALL:211;4,500 GALLON'''''ORGE',.TANK'''I'NSIDE EXISTING PLANtV "4. A.1:4 • • a? SETBACKS Units: Front: Back:, Buildings 001 Left: i,„N,,,;.0 06),I.;00 Tot1 Permit Fee: . 34;61.,'05 Fire Prdtection: SPRINKLERED I /'-'7 UBC Edition :-1991 1? ,,Valuation: Permit Cebter,„„..Autho'rized Signature _ • , , I hereby certify phat,I have read andhexaMinedthis!permit.and know the , same to be,',,trueand correct. All provisions .of law and ordinances , , governing this work will be compliedjwithether,'specified here n or not. 1 , . The grantingf;-,,thiermiPdoes not presume t,o!,give authority to violate , or cancel the*rdyisfons of arl'Y'otha4r localjaWs regulating construction or ;the Performance of work. I am authorized/ta:/sign for and obtain this buil :,permit. Signature:__ •,. 'i .,, v ''';;; :t':: , Print Name -11to46 S Z3 1Tje OZ5 M6r2 This perMitshall become null and void if the work iSilot cOmmenced within 180 days from the date of issuance, or if the work. Is suspended or abandoned, for a period of 180 days from the last inspection. CITY OF TUKWII.- Department of C ►,, nunity Development — Permit Centi 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER PROJECT NAME SITE ADDRESS Jh0.`yt-o.. 08a6 l aQ- 1 NnAzv-er Pk SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. PARTME BUILDING - initial review pROVED; 5 44. ell R ROUTED 5 ,, .3 ., /) INIT: PL) UIRE.IUIEN CONSULTANT: Date Sent COMMENT Date Approved O PLANNING FIRE PROTECTION: Sprinklers Detectors ■ N/A FIRE DEPT. LETTER DATED: C INSPECTOR: .;r7o ZONING: O PUBLIC WORKS O OTHER BAR/LAND USE CONDITIONS? Emu REFERENCE FILE NOS.: MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? Q Yes [j N PUBLIC WORKS LETTER DATED: BUILDING - final review TYPE OF CONSTRUCTION: (TANK) BUILDING OFFICIAL REVIEW COMPLETED CERT: OF OCCUPANCY? °Yes Xo UBC EDITION (year): AMOUNT OWING: CONTACTED orno.,5 Yln 4rixn DATE NOTIFIED (c G - � J BY: `.....g+-/ (init.) BY: (Init.) 2nd NOTIFICATION 3RD NOTIFICATION BY: (init.) 01/08/03 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 'DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDHJ PERMIT APPLICATION PLAN CHECK NUMBER AMOUNT RCPT # BUILDING SURCHARGE:: W51. OTHER: 'TOTAL SITE ADDRESS SUITE # l 221 ANflov CM Por44 s4epr VALUE OF CONSTRUCTION - $ 20, ooa'II PROJECT NAMETI-ENANT StAASTA MENSISCA,c1M 'to ASSESSOR ACCOUNT # 3s 2.30V_ (6?•07•2__ -0 (commercial) LJ Demolition (building) 0 Other Ibt.Itc. 1 M 3T- Au.ATI OW TYPE OF 0 New Building Li Addition IJTenant Improvement WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: 1,46416LL lo, goo a AL OW STWZACIa 111,44 tMitfPf~ V4tST►a44 r-CT BUILDING USE (office, warehouse, etc.) IRROC,VS.S P1.As4 NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? ®'No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE- Building: 4,4000 so Fr Tenant Space: Area of Construction: 400 Si Fr WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER swbis -r' sav e:12" x i (PHONE ADDRESS I`"t,Z'i A.�tPi4._1�. Rti f*A►...r- ZIP q$�$� 0340 ZIPS , CONTRACTOR . A. Om µ4 Co. PHONE 344 ADDRESS 135�q AURor�A ANT. t~tOCz"at iO5IEA'tTue:I vs/ WA. ST. CONTRACTOR'S LICENSE # WANG cogleAz-/S. EXP. DATE 31, �.� g ARCHITECT PHONE ADDRESS !ZIP 1 >HEREBY:;C.ERTIFY: THAT l HAVE :READ AND EXAMINED THIS APP.L` ICATION AND KNQW THE SAME • BE,:TRUE AND; CORRECT, AND:`1 AM ?AUTHO,RIZED TO: APPLY. FOR :THIS: PERMIT SIGNATU BUILDING OWNER OR AUTHORIZED AGENT ADDRESS'S s44.41 &J gRA t- DATE 5 "1 /'Q PRINT NAMC-0TAbe5 �. M(D(at PHONE CONTACT PERSON CITY/ZIP Ss /N-7,n WA PHONE APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Appligations for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES 5- - 11- Qt -93 0 CA'04- 429 y::2J -7 -70 o3/,631, COMMERCIAL- SUBMITTAL CHECKLIST NEW COMMERCIAL BUILDINGS /ADDITIONS Completed building permit application (one for each structure Assessor Account Number Two sets (2) of the following ;Specifications Structural calculations stamped by a Washington State license engineer: COMMERCIAL TENANT. IMPROVEMENTS (� Completed building permit application (one for oath structure or. tenant) ,: 'Assessor. Account Number Two (2) sots of construction plans, which include Site plan Location of tenant spat Existing aril proposed parking • Landscape plan (If appiicable, i o , change of use Soils report stamped by a Washington State, licensed engineer Topographical survey Energy calculations stamped by a'Washington State'.itcens engineer or architect Legal description � Tenantiocabon Use of`adjacent (oommon;wall) tenant Overall dimensions of building or square footage Floor, pian of proposea tenant space Tenant .spaCe plan with use of each room labelll :Exitdoors egress patterns "New.walls; existing wall, and walls:'to be demolishe • Working drawings; :staniped by a Washington State licensed . .• architect, which:include. : •:bite plan !:Architectural drawings • Structural. drawings • Mechanical drawings , ; Elevations `:: Civil drawings •:Landscape :plan Completed utility permit:'application: ;Six (6) sets of ciVI► drawings NOTE. See utility permit application and checklisttoi specific utili . submittal.. requirements. Construction: details • •:Cross sections showing wall construction and method of .attachment for;floor and ceiling Structural calculations stamped by a Washington State licensed engineer may be required if structural work is to be done'(2 sets) NOTE 11 any utility work is to be done submit separat© unlNy permit applicatlonand plans RACK.: STORAGE - • Completed building permit application � J �� Assessor Account Numbor L: one `for: each :. structure Two (2) sets of plans which include: Building floor plan showing: • Entire space where racks will be located • Exit doors • Dimensions of all aisles Li Tenant space floor plan showing rack storage layout, aisles an NOTE. Include dimensions of racks (height,; width and length); aisles and exit ways on plan. Narrative describing existing roof material being removed, and material being.installed„ NOTE A;cerhhcation letter'is required to ,final inspection and sign =. oN of the permit .ANTENNA/SATELLITE DISHES , Completed building permit.appiication Assessor Account. Number Two:;(2) sets .of plans, which include , Structural calculations stamped by a: Washington: State` license engineer" (rack 'storage 8S and 'over). RESIDENTIAL NEW SINGLE-FAMILY DWELLINGS/ADDITIONS:. �1 Completed building permit application (one for each structure Legal description Assessor Account Number 11 Structural calculations, stamped by a Washington State license engineer may, be required RESIDENTIAL REMODEL: Completed buflding permit application (one for each structure - Assessor ; Account Number ri:Two sets (2) •of;working drawings which include • : Site plan —.-- -� (On.p/an show ciosesrhydrant location Foundation plan Include access ro bullrfiiig showing; •: Floor: plan ' width and length of access ) • •: Building'efevations.•(all views s "Building cross suction • Structural.Iraming. plans Washington State Energy Code data utJliry, perrnJ: completed utility permit'appiication. Sit. (6) sets otsite plans shoeing utilities:• N')TE t3ulldmg site pian rind utility site: plan may bo;combined Soe util/ty permit application and:chocklist for specilic submittal requlrornants • • Additional topographical and soils: information maybe required tt unique : silo conditipns Completed building pemdt apphcatton• Assessor Account Numbor one for each structure Narrative: describing ;existing root, matonal being removed, a • material being installed NOTE : A, certification letter's required prior to. ft of the permit Inspection and si, 4,r. ,iE•..' " J t..• -, °r .�•'.; • vrtr Sri yrfewPJrmverrivormrr+^,"'..r'.r711, pr.#0... ..74 *********** k*** k**** kk.*******k*• k* k** **kk * * * * * **'k * ***k * *•kk* *** * *•k CITY qF TUK IIL.A, WA TRANSMIT * ** * *. ** *k ** *.*k *k.*, *# k *h* * * **. * *** ** 4• k ' *' #hkkrk *kkh **.ir ** **.k **** * ** TRANSMIT Numbeet' :.93OOO634:Aaiaurht 346.O5 05/21/'43 14:11 P rrnii:. No: p'33_Olt3a Type:' I37HUILD HIJILDING 'PERt4I,T ,Parcel Na: 3S23O4 gQ7 Site 'Address:, 1227 ANDOVER: PK E 5/24,/9 Pay.m'erit Method:: CHECK , Flotation:. W.A. DOTTINS :CO. Y.ni' a .*k *** ** *. *k *fr* * ** * *. **•*k.**** *k***.** *k* *h*, **** tilt * ****t *** **4k ** *. * * * * ** Accaurrt . Code t)eear i pt i tan 000/;3,22.100 000/345.,830 000/386.944. HUILDINC� NONRES: 'PLAN CHECK — NONRES. STATE: HUILDINO SURCHARGL" Tptal (This Parymeryt): Py /aid. 207.00. 134.55 4N 0 3 .6.05 34G..05 346.05 .00 GENERA 207.00 GENERA 134.55 GENERA 4.50 TOTAL 346.05 CHECK. 346.05 CHANGE 0 ..00 0913A0o0 14 :44 Address: 1227 ANDOVER PK E Tenant: SHASTA BEVERAGES Type: B -BUILD arcel #: 352304 -9072 CITY OF TUKWILA Permit No: Status: Applied: Issued:. B93 -0183 ISSUED .05/21/1993 P 06/15/1993. ****** * **** **.** * *'k *** *'k* * ****k* ** qtr .k*'k * * * ** ** *k* * ** * ** *.* * *•k ** k *** **** ** ** !** Permit Conditions: 1. No changes will be made. Tukwila ,Bul iding Divisic„ 2: All permits, in�spe,c, ion records, and approved plans shall be maintained ava,irl��tbrle at., they . p0, site prioriito the start of any construe Oo Theseii,'�'documents ale., to ibla'#maintajl, ed available unt�fi1 f�ina.4' inspection approval is .,gra;nted r: When spec `al}�`in pec`t on=� is�.r�'e "quir ed`'`e {i`ther tchfe:0'ooti ner, ,archi tec,t� i• engirt *ever shall notify the Tukwila Bui 1g 'Divislo .wf ap'p.oi�ntmp,nt of the, i`n pection aget,ci�es ,prior`t`o; +, the firD, building;tslnspec,tji n. Copies of all spec'ia,1 °( � `', :iq.� i nspe��t; Bona reportsz shall be bmi tte.d to the Bu i l,d i ng {,Y� 1; }j Divi on in; a. tim�'e1y manner '1R „epoorts shall conta7n aiddrre''ss prof, 't rlame ' pe'i^mit number ayd.—typ•e,,,;;of inspection 'being, r per P f .rw.r ,. 4.. med. v s' Y i h . All ! ruc°tura1;;'weld�i�ng sha1.1 /E i done:,b'�%'`�W•�.A.,B.0. certified wet and speolak!inspe,ct-ed, (S' o; •;306 a,),5.., UBC) m The, pecialt irk;speictor'shalll1subm'lttal fi al syzigned report st =i'ng wh�e�ther the,= 4rora; r, q* u1ringi ,special�;,i;:,nspection,�, was, to to be tt of th inspecto'r-s noW1 dge, .in,, conformance with apps oved p,jans and,,sp�ecl,fi`cp�ti'ons \ad - :..the aippl.icable'work- i sl o n sib f��•.,t:11.e�, ,U B C , ' ,r' , -�..,s .W. ; T �, tit,n to be done in c orman,e��'wi.h approved, r e, *.,ui'Pements of the Un f rm B"ui idi,ng Code '(19'9x.. as 'a,rne ded by the Washin :.toff State B 1dirig Code a � cry, .. 4t. Per�rni•t: The i ssuancV. o1 a der l t or appr ova�:l ificatiopns and compui;a 'ia',is sha l nots,''be con- e a permirt, tort, or a,n, l ppra aT , f ''any v1,olatio the p i.Isiohs of thls code or of, arty o er th��Yurisdi��c4t jon. No '. permit presumisn,g toy v iola`t�e or cancel theopr�oVlsions oft1t�hisa Man h p pro K• A s))s.,approved by the All •n!tru p1a nd� Edit 9..) . Val T plans, ec strued. b of any or'd i nanc authority shall be va o. CITY OF.'TUKWILA BUILDIINt' DIVISION 6300 Southcenter Blvd., #.100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit ro 7 ; , r— ,e Oita G i ' i ipe o ns n:� e„:4'l Addr5:� µ�„ ,) i Date Called :5--1115-- Spedal Instructions: 1 t;x 11 1 62.:.. - t vt.L, c�.J 4 -�e..0 �u, Date Want Requester: (7 1 , t '°nallo.: %� 4----03210 (Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: �ec tr c :. ■/rJGI 5 Hat OS(AA- 1.c1~' r°i* enms,r5 Pg.cs� ►' . 3p ■. S A w.p0 rsi (—d tAm s . w (1 4 A-14 : /:1 . Inspector: e: 7 1: 1'3:. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinsPection, tee must be paid at 6300 Soutbcenter BIvd:, Suite 100; ` °. Call to schedule reinspection, CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 R EVaSKM SUBMITTAL .* DATE Cc+ ° 5 -4=k: PROJECT NAME S(+ASTh 15 S-q f_•s REEIV CITY Y OF TUKWILA JUN 31993 PERMIT CENTER ADDRESS 2.2.1 hP4c ovEE PACMc IN)/1.1.T CONTACT PERSON "Tb M M Oi t.,,t PHONE Zok, '3 ' 4 G°9464t ARCHITECT OR ENGINEER A4,4 k CA L. r ct O (V.JIF3G 111 a)) PLAN CHECK /PERMIT NUMBER 13 49 B - 01 6 TYPE OF REVISION: /y1,011100 A L, 'PLA Na$1.. Rf001..NeVrisD E3 ` bed MRFE. ' pr SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMI'i'ii D TO: ". •-;:`...•:, • . —11-----sr,........: ■ -- - . • . , .• . ,ilt.—................ (., \ • ';'....4.:,%,•,:, • • ,4;:121:;'.'. ? I..: ... • 1 :. ...• 017 ...11.• , • ..!.... ....1:.7.rr t•.....' ': '1,,,s4r..-,• I . .., . ' 'S... -)s• ". .4.4.:•,,......• .■ ••" , V... '1"' t • ''''. . — • . aysts-sasitr.. • MaFtzt.... '11.8:51V5_04t.r410-7 122:1:44SPoSi_E-R.:: Megg,T.E4sr 7.L.1 114N—Col.H.ECet147- --- .13-1.:11S7:75: -0FrICr tS 1,+I s ..s-lt-0,111s2.1•••••••••V.C.,...■••1110.11101111 WAREHOUSE ARE A (741) ii•r; ill 27.0' • • V.I?1IUW .1 .1,31 Loo•rots. LO r STIVC,T•11,1 • so. ••• •• • ••• • 4.6 • ••4 ▪ ••••• • ••••••• • 1 • ••••4 • •••• • •0 ! • • AA. -c • 2 2 2 • litate.'ataiihts-, • 1 • e • " 9 1 4r- (c) 0 ct T p- s) 1 I 5 e p' -o'. 28O' -'D 1 ' 1 ' 1 I . 1 , .9, • g'' r C —z �.3: 11 •• 1.•. • . •rt . .4. C270 V :t Nit. 9011. 2S ' ti rA :L.' EV3. CT4 io72 ILIS, -�/�k • • WAREHOUSE AREA • t:. V7,O. • • • •. • In IMVW 4I•C UT UI•►LL R00t tTIVCT11R1 2W.'. • 2f.) • • • 1 M • 1 • v •. • • a" -:1' '•1 : �IiSC: r.. i r rft-ces:di • r1- VC b ,- o L'• r— C ..-C C 0 t• 1 C R 1 0► V v _ " • ..-13-L4 c. M C tt is t T L U C K u /, ► t. O M-- • • • • 5.t,21.g }•. • r L' !„-\I„, 1 •+•1►C.tl ... ►1c. ►{K4ct 1.t . 5 , ----1.; .1/4 rn •a:S. IS, ,..A r • visit. 1 W /�AY•.Y1 Y1.: kith • L T M • I .I• U D '!♦ :2 . •J.:i• t: 114.14. ti. t1•• • • •, 196• , ter 1 Z1'd D1Ae_aci c4!1Gr1• -1 • at M if « 3Y is" • •'i r 1' tt Pp 1, .M-sus 8.t :j •tl• 2)' tt.2tS••• • 11.1 t .10 1. • #11•4••• 1 a.• •••• r.•• . • • - - $ 4 $ • 4 0 %H• • .1 :ti =.• • +t See N • • :A0141.1444 slit u r•'. /l t ttr,t w -C 1• :t : • IR s<Ilt'.,* I, •, -, PERMIT CENTER •41 • its w ,,,,.xt i►y / , • • •• - • A 1 4 1 F s 1-+ STA ... $q sR as; 11 04- 30-50 19:04 T-(~ ON ANAF -EIM 0000 #690 P02 MASON INDUSTRIES, Inc. 17,,,NAmi , +��'Rladtt7b 1 � �I 4�Vc wta - Mftut+lEtvt,ra of Vtora:k n Centre, Products OJlOFWSDfIve MN. Val* et,. %HIP K Cu1E7t}MEA �; • , ..�7:�;.1��tr. '%...C�'.,w.�.we„m. mantpleum, NY 11748 Anaheim, CA98Q1 a erowona 714,05417lti CUITOMIR F.a. AO Nat PM b i e/me427! PM 714/6547 6 �- TLX Ia64�taa MASON LP. � woo, i 1 F CALCULATIONS Str.ISMtt: ANCHQRAGE ..DRSx9N FOR: tvDAD _4 ti,?± F' _ p_rt a''v1 ..11 1•..1_e...N6..N Dime II ipn; «/ A 16� . • ...Operating.. t,: '`7 i ?° �.� ?�, � �.. • • -. .1. w..iN.._. .• .•...-.a ••••• 1 •••• ...•••- w.•■•_._.. ••w. •• • V ••• n_.. .••■••• wW4. • Spiemic .STeeign criteria (pe3x RAO 2, Title 24, C . .9. ) _ 1..- ,f pti..z '3 x)aQ it t-K rli) 1 , .- 13118 141 r. V.1`-' f'14 I W & �} 5/3 1i w • cpvLde Seismic Rastreinta Anchored-at-MIS-9f • ..._../a ••._••■••••■....w..._. ...__.. ••••• •• _♦ Check overturning Of unit 13"10 3(.5 �i,�' - /145v 7 t� 1.� 14.7 00 376/0 -r-VE f,,u )• • • N•. 1 •••••• • where a 2* 3 xft I. 5" cps( .75' Wp" 114 ..,11.. • • No upli;ft or overturning .__ Check Shear Design each restraint . to resist full horj.zonta3. load. • Vs2,' FP r 13118 .• M. HOSKINS COMPANY, INC. 7353 15th N.W. PERMIT CENTER SEATTLE, WA 08117.5493 (206) 789.1600 FAX 0 (206) 760.1604 RECEIVED CITY OF TUKW 3 04-30-03 06 ;57PU P0'07 -'41.4 04-30-93 18104 T -M(7 N RNAF IM 0020 4890 P03 MASON INDUSTRIES, Inc. M$mut+telu/srt of vrbr.uon Coat* Pmdvc r t *ORONOCAtw 70AH. Vail ay9t., Sub K Ho two oum NY 1170$ Aona .4m.CA02$OI 610/via16tt 7141631111127 FAX St9/3t$4 �4 061414 714/636.6731 SEISMIC RESTRAINT DEStc N •▪ • . •0• ..••r— •..••••.,fl 1... ••• —ry.W • 1/ *. IS114; ••■••• •••0 tie nor NaMO M'A141G N et w S H Post-A Falk -Y tC; CU=TOMIR CUSTOMS P.O. 10_00. 4011 NA, MMoM A4 V. 2 FI CALCULATIONS ".__I 3)..•�� by .••. Ix ••■••••••• • r••■••••••■••••• Solve for T VOL hige4O? 2iU6' y%AD. 6 m V2, t PLATS IS, 4 $$07 (2) TV. •■ .t It. MA• A6. --we 'Hemp •••••••• r .r. 1.••••• ••••••■•••• 0000.. __,__.1. T • HI 1 • •• • • • • M•..■..• •••••••••••••••••••••• .I...r p Imott .�•�M..•••+..•1 n.• ••••••.n..wl... 'r nzow ON EACH SOLT .•••...». ........•.._0100. Tb " T/2 ° A5" y =- 1ST • _••••_......._......••••• •_...• . _,.•.._• *a.........,..,.�..,.,_ T allow m ' 62.60 ••• 1 • ... Y.• l•..•.•— ....•.r•w..— ••.•...w0l•_.• —r•.. ••••••• • .••• SHEAR ON EACH SOLD' .....�.+.- ,..•...r.. •w 0000•.- ......•,...r —.. ,....._...�- 0100.._ �..._.•, •.••••••..•.•.••••••.._. VI►J.lawetble . 619,8 ks 1,.•.- •.._....___. _.. _........,..._.....,••..•••• • • • • l ••.,.••....•..._ COMBINE STRESSES Tb ...- Tal7. Va11 all..= (li•) 111 •...1-110 •Um1.._.._r•.1 - 1.0 .dia. anchor bolts* Minimum Embedment a .7)451t, per each restraint •000• •00.4•0•...• ,.1.601 •....•••••...— •• -7... ..•000_0- .11 •.•r.11 .....- •.._l..• ..11.,. CH CK BENDING OP ROSTRAINT mor ( 3718 (...3) : 1+11.5" . —• •..40...10, . — • Opt. ••.1••.•••l.• .. ._...• lob - M /Sor 4 41 tzgls, yl 12D 6 q Psi •. , .0 04..11•. • ...Fb. a 0.6 Py • 21600 psi 11 plAras le 4Usim Per Ilerreml- 5W" (F'c m 3000 psi min.) �t1 As,Gtio (5h0 ✓ c # P G stag 5n 1'o 4.51sG110 N. . 1,1'0 eipideitogs 1/ y1 r + O• 4' 1•00••• 0••••••• -S .1 � 0000. - - -- - --- ,�..•.. �p --'io C. M. HOSKINS COMPANY, INC. 7353 15th N.W. SEATTLE, WA 98117.5199 UAW 9 4 X 4'41 "" (206) 789.1600 FAX N (200) 7£3Q' 100.1 -114- -7o ' offIMPu •pt]03_ #44 r 30 -93 18 :05 ,4 ANAFEIM OBOO #590 PO4 Obf{Tlllt;p1 !ON 439 NAME MASON INDUSTRIES, Inc, ManuhrohUMS al Vibration Control Produofa 460 Ftllbtb Olio 706 N. Way St., tisuile K Hsu 16 .tdY2t2 t7lb Atf714 /6364 FAX $t6i TEt.E?t66446 714/526,5732 714/b3$'67 Ct1E1'CMER e M • 0k0.41c./N• Cra' J put. CU6TOMER P.O, JOB NO. MABON s o, ..�- Q 8 "�(q eta 7 MOW RID - ,..VAC �tftt.• 0 14 0010 10 *r 411.1NIii! ktilie41`4 A'0 i„► a b. 610416 I4 t bl fib PWA �W ,twT e 2494 C. M. HOSKINS COMPANY, INC, 7353 15th N.W. SEATTLE, WA 06117.54''3 (206) 789.1600 FAX # (200) 100.1004 04 -30 103 06159PM P004 #44 ., 04 -30 -93 18:06 T–Md ANA1 -£ I M 000 tt690 P05 ICBO Evaluation Service, Inc. A subsidiary corporation of the international Conference of Building Officials EVA`UATION�REPORTI Ftitng Category; FASTENERS — Concrete and Masonry Anchors (066) Report No, 1372 June, 1882 ITW RAMBET/S ED HEAD BELF•DRIU,IHD NNDN•DRILL STUD) DYNABOLT SLEEVE, TRUBOLT WEDGE, NIULTI•SET 11 CONCRETE ANCHORS AND tTTEEI, DECK INSERTS IVW fAM*ET/ ED HEAD 1300 NORTH MICHAEL DRIVE WOOD DALE, ILUNOI$ 00191 I. Srlesaet: iTW RamseVRad Head Self•Drtlling, Non•Dril1, Stud, Dyne. bolt Sleeve, Tn bolt Wedge, MuIlI•Se1 II Concrete Anchors and Steel Deck Inserts. 11. Description: A. ITW Rowel/Red Head Seif•Dr1111ng Anchor The ITW Flamed /Red Head anchor lea self•drlllIng concrete expansion shell anchor with a single cone expander, both made from heat-treated steel. The steel for the body conform; to the minimum requirements of AISI SpeclnoatlonC•12L14 and the Meal for the plug conformetothe minimum requirements of AISI 8 oclffoatlon .1010. The anchor has elght sharp teeth atone end and Is threaded Internally t the other end. The outer Bur• face ol the tubular shell Mthe toothed end has annular broaching grooves and four milled slits, Al its threaded end, the anchor is provided with an unthreaded chucking cone which has an annular break off groove at its base for breaking oft the cone for flush mounting. Anchor shell and expan- der cone are electrodeposit zinc and chromate plated. The anchors are Installed either by a Model 747 Roto•6top Hammer, by air or electric impact hammer, or by hand, The anchor la used as a drill In forming the hole in the concrete, Atter the hole is formed, the anchor Is removed and the hole thoroughly cleaned, The depth of the hole Is regu• latad by the drill chuck, A Rai Head plug is set Into tho bottom 01 the an char prior to insertion In the hole. The concrete anchor Is than driven over the plug, causing an expansion of the anchor (n the hole, The chucking end of the anchor Is broken off with a hammer blow, Verification that the anchor hes bean Installed properly Is evidenced by the fact that the anchor does not project above the surface of the concrete and that the red plug Is visible at the bottom of the hole, The allowable shear and teneton values aro es set forth In Table No. I, B. ITW Rems.VRld Hud Nan•DrilI Anchor:The non•drill anchor Is de- signed to be installed in concrete Ina predrllled hole. The shell la formed from steel meeting the minimum requirements of AISI .12114 and IB provided with Internal threads at one end and a plain hole at the expanslon and which Is divided into lour equal segments by radial slots milled axially along the length of the shell, A series of annular broaohing rings ere cut Into the expansion and of the anchor. The anchors are set over a hardened steel conlcal.shaped expander plug by driving the anchor bush whh the sunset of the concrete. The hoat•troetod plug is al steel meeting the mini• mum requirements of AISI C -1010. The anchors are Installed In drilled holes having a diameter and length the same M tho anchor. Attorthe hole Is formed, all concrete cuttings are removed and the anchor It set in a manner Identical to the self-drilling an ohor.Theallowable ehear and tension values are as eat forth In Table No. II, G. ITW 1 ameat/Red Head Stud Anebomr The ITW Harnett/Red Head stud anchor is a nomdritiing anchor which provides a protruding external• ythreaded stud when installed and is formed from steel meeting the mini• mum requirements 01 A1510.1213. The anchor body hat an axial hole, ax• lel slots and serles of annual broaching rings In the expansion end of the anchor A flanged, conical expansion plug of steel mooting the minimum ruquiremftnis of AISI .1010, Is Disassembled into the body, The anchors are installed In drilled holes having a diameter the same as the anchor and are set as described above the self-drilling anchor. The al- lowable sheer and tenslon values are as set forth in Table No.111. t), ITW RaanaaVR10'HOed Uynabolt Weave Anntron The Dynabol sleeve anchors are designed to be installed In a predrllled hole equal to the anchor diameter and are expanded by tightening the hex nut or head-style nut with a wrench or screwdriver, The external droll or expansion sloovea are stamped and formed lromcommorclal quality carbon steel or stainless Meal meeting the minimum requirements of AISI 1>1010 or Type 304, re. spootius1y, In No.22 and No. 16 gaups. The th readed expansion intwith Integral conloal expanders are formed from carbon steel or stainless steel meeting the minimum requirements of AIM 0.101b or Typo 904, respec• Lively. Holes are drilled Into the concrete or masonry el the required lock tions of the same diameter as the nominal anchor diameter. The anchors are placed In the hole and the nut Is turned unththe minimum Installation torque 85lndlcated In Table No. IV is reached. Allowable shear and tension values aro es set forth In Table No, IV, E. ITIM Ramie /Red Heed Diboll Wedge Anchor: The Trubolt wedge anchors consist of a stud bolt typo of drop•In anchor designed for use In clone and lightweight aggregate connote of varietal strengths. The an chore are cold formed or machined from either zinc-plated and chromate• dipped carbon steer, hot.dipped galvanized carbon steal or stainless steel, These anchors meet the minimum requirements of AISI .1015 to AiSI C'1022 and AIS 1 0.1213 carbon steels, or Type 302H0, Type 303 or Type 310 stateless steels. The expander sleeves are fabricated from carbon or stalniess steel meeting the minimum requirements of AI$1 C•1010orType 302 reapectively, The anchor stud Is threaded at Its upper end and has e stralght cylindrical notion reduced In hinter around which the expan- der sleeve Is formed, A slretght•tapered section enlarging to a cylindrical bate acts to Increase the diameter of the expander ring ee the studio tight- ened In the concrete hoie, The expender ring, which Is lormed around the stud bolt, conslste of a spilt ring element withal 'coined" groove at each end, The expander ring !Waived to engage the walls of the concrete hole as the tapered portion of the stud Is forced upward against Ito interior, Cold-formed anchor studs are available only for the 111•, le. '6',alrrand %•lnoh•dlemeter wedge anchors. The anchors are Installed In Me field by chilling a role in the concrete, the same nominal ode as the anchorslze,to adepth greater Menthe length of embedment desired, but no We then the minimum embedment. It Is nol necessary to clean out tho hole prior to the Installation of the anchor, provided the hole is sufficlontly deeper than the dealred embedment, The anchor Is then tapped Into the hole to the embedment depth desired, but IMINOMAY Xvoluatkn apart 0100 il rarualkn Service, Inc,, are braid solely ro provi fe rnJbrrnarfon tp Clans A fnanfbers a/IC80, writhing 1110 eork Upon .hick tho report I. bound Bralaorlon a po,lr to /lotto be construed as reprrrenrinp cct1hezf ct or any silt's' attributer not apectlicolry addressed nor am an endonr►nenl or ricorntrtsn• d&Henfar ass q/lhe sukJeu report, Me report,: Wert upon Indtpendent Warr uchnkal frau' taleittnal try MI applicant. The IC1112 Emdmailon Service, Inc., technical defiler rovlvwdthe test resell: and /or ether dons, bill doer npr pacrar trrrfocUWNrs so make an Independent v 4fearkn. Moe it no warranty by 1C80 a/rrada t Serrate, tar., sxgrw orrnrpjf.4,s, 104KV "Mika" rill; dircioinfen but lrnorfietitad ' to, larrrkenta5llU7. Pogo 1 at 9 ".'"1T =11;13" C. M. HOSKINS COMPANY, INC. 7153 1 kith id W. SEATTLE, WA 93117.5409 (206) 789.100O FAX .1 (200) 731)• 1 004 04 -30 -83 05157PM P005 444 04 -30-93 18109 T- L]N ANAHEIM 0020 0690 P07 ,I, O a1 a Report No, 1312 1 I .. .1 M A fD fy D. ( `.� Pti R4 52 $R�•. g1 4k1 SP . 1 g51 1't ° I 1 � 0 w +q Y4 N 1., . 5 Itli i4 I a!-Y, i tYwi F t�TMi ggIe M •n kg; r r 5S n isi ° § §R F.I w M ,,,5 M.f PAia Ni'? � ,qiq.a MtW �D .01 V1 �S � 1`. M M y �Pj i O 1P §ge. Veil s g-, ,1� S .CiA 1 EI gOE R. ... 14! ri.� w. g �ntiMfNiM ?0. FM V, ,tH wo 1 «, �j .rrh V M ,I t13 Y. .T1 LM W k 1 y� yQ I g� 6 0 1 V� ! i' l$Q Y & B Q I Q iii, �+ R `'foil $ ! "1 �l•iid VP 11P r P.-A ilgi �� � $ nu &P Nig kgR R Sig N F "P A + T�11"i SPA t1.9. w1 m 5.,,,,'„1.113,?;! toil s2P, 'Sgr4R. M w w 1`% h �!��,o52.:RI! Y N NI 41 Iry h b O� 1+ f� 1� i1 1 1 Li !ii .q g - -r-Qa 14,,I iii Q ,,, �+ §R R 5128 ., .. y� �2 iH �, ., rJ ^4 n I W�• Pi y� AA �i 1R �a �. $ R. .. QS .- ''t!R .. yrQ� g R, M .s g$ n �o n iti 9Sq !fin.g � RA9 9'4;195 „ 1 6' 10 ' 66 Lf.t. BU: I U,r R5I 1 5 . ffVV w_ a .Qi ,My O• ', ' P ROI MIR � Igg 111 E.q.4 it Rau A � 14F- ;? AU O §Ye _ B n -o 9. 4 Pi q.q PR Mg 5H ,T35 Ill - gg CS ! 1 i fir t%t PRA 4 $ a rq� ! ' Pi -"I S� Alg °!g 1 §§ ;:ly 4 i OP qiN �P. 6[-E 19 FAR 5H F! olti °R *i$ E4P1 ! N.r E P w . ! " it: w M n 1 pi r 't:M DM aq.§j IqR , 5 `4'i RRIii ?IRV :4:18 2Nti MI @n! OgggQ Phi {�aing 1'a s �pp{iLM td � •. 5!!... . ✓Ei§! �`lir', ...� .q .QQ.7TR� r f R.-1, 4. N S.1,: Pi n ° S 3 ..... (Pals .� .-i .. f4 '45 ! M .•• M ri M lfil nt M � '1� ta' N ! nrr = r�a.n itli whr Sao all +► * �+w� N$ Nvu .'4 F'! ►+f► ,�y A,� o .Jrl34 r �w� �tiw� 11 i p Xt et e a R >Q R ellti C. M. HOSKINS COMPANY, INC, 7353 15111 N.W. SEATTLE, WA Gil 17 548 (206) 789.1600 FAX N (206) 79,1•? &Qd 04 -30 -93 06; 87PM P00? #44 04- 30-93 /8'10 T -t+ .N ANAHEIM 00100 #690 P08 MASON IN Meaufa'fw .ra at $50l4ilbrs rM f 8B F 10/345-c573 woTAS4. Anm 77 �,o6,A7�j I K FAX '7 f40,itysr08 0A6 Anchor Han Dimensions (inohes) corrim D FOR � Yyp� JOB NAM . �.�AR RI" DA) CUSTOMER C✓ x� rY �... . y SA13 MSON _ ' 6 ow o. - ..._......_.... G�Ao OUBTO s • 10ae A - • (0 boN9te (0 OW • 1 88AM0 • 1/* itA0.44 SA0.1N4 AIA aI/tt 1611 018/18 441 1 14 an 761 1 11/4 0/a- 10UN0 x 11/4 1m..iwt 0 x lilt $1/0-11u140 >r 13/4 a!4 -10JNO x 2 V4 1.. MJNOxRV* Typo BAD Anohor Bon Elslln s (in mane Aggregate G4lofIti PQ+ 1000 PSI)_ . gritted. ent mom Site �t rtt TonsIon • • 0 , SA '5/8 2414 0.1 a'na 3AA11. 40/ut` 780 14110 11!588 19 0 000 1 a4d00 1000 SA9.1 6 0188 'fin toil) ti Yeluto 308 al Iht BO 0■ know p9NOl IS Sit forth tan wpm MANI Shear and tensile volutes ar anchors hste118d In etono s care havine 8090 P81 rr4nlmum eern relr1Vd h tithe Sme of In 1latton, Values aro Maim ln0 d rn N,num 1s�dioinotMa on oor�ler san�ix minimum �e dot dentin for r uoed to r 1 l dtametar�i pttAtielu 1 YAl{N1e ti0� ottani. now lntor on nttbr tie wild lot Iwo wants eft tops mat Ins. eu�iw111torr wind or io l clone, tor dur+dtlon 01 loading TAG UNt' YtO BATA 1 o Soo 1.040K. . C. M. HOSKINS • COMPANY, INC. 7353 ifath N.W. SEATTLE, WA .38117.5493 (206) 780.160O FAX 0 (200) 760.1604 FORM $401 -94ie 1 166 4153 04 -30 -03' 05157PM Pone 044 FRt1Mt resaN 1, at:40.-1.4 i®: i1 T- l( -IN ANAHEI M raa0e NE90 P09 a 1.'11. 'IN NDCJ r ► w•c - INSTALLATION INSTRUCTIONS for Type SAB Certified Anchor ...Step 1. Always wear safety glasses, ''Step 9. Follow the drill manufacturer's safety instructions. Step 3. Use only solid oarbide•tipped bits meeting the ANSI B94 tip diameter standard. Step 4. Drill the hole perpendicular to the work surface. Do not ream the hole or allow the drill to wobble. Step 5. Orin the hole at least 3/4" deeper than the required embedment depth, but not closer than two anchor diameters to the opposite side of they concrete. (See Required Concrete Hole Dimensions, Figure 4 or use Mason industries mdsonry drill bits with stop collars preset for proper depths.) Step O. Thoroughly Olean the hole using compressed air and a wire brush (Figures 3), Step 7. Thread the Setting Tool into the Anchor Solt until finger tight► Do not overtighten. Step 8. Adjust the nut on the setting tool so the thread showing between the bottom of the washer and the top of the anchor Is as labuiated (See Adjusted Setting Tool Thread Length, Figure 4), The nut acts as the stop when hammering the assembly Into the hole, Step 9. Hammer the Adjusted Setting 'roof /Anchor Boit assembly into the predrilled hole until the unit stop contacts the oonorete surface. Step 10, Hold the setting tool to prevent the Anchor Bolt shaft from spinning during setting. Take 4 turn on the nut to set the expansion sleeve. Do not exceed 5 turns. This will brie the top of the Anchor Bolt within 1/4" of the concrete surface (f=igure 6). 'Step''. When mounting, line up equipment or seismic rated vibration Isolator holes, Install supplied bolt and tighten (Figure 8). Figure 1 Figure g Prw,t� 8t Collar msinbry duct blt$ 8521/111% !NBVol Ptpure 4 Figure 6 Mu late x ai xSOK ?A 1X$ 1tµx5 is d/1 t 1 T 0'rHOAP Cgs Thv�dO Dui Mt 11/0 14/x3 an lia '/ Figure 8 114' MASON INDU TR1E . INC., 3160 psbro Drive • Hou piup. NY 11769 • 61e/349.Oas2 • FAX 618./948.01'78 C. M. HOSKiNS COMPANY, INC. 7353 15th N,W, SEATTLE, WA 98117.5499 (208) 789.1600 FAX /1(200) 739.1604 .."._. , #a4 •HARRINGTON FOt 068550 SHASTA BEVERAGE ll} A. 4" PVC THREADED BH FTG W/EPDM GASKET & FLANGE ADAPTER B. 4" PVC THREADED BH FTG W/EPDM GASKET & FLANGE ADAPTER C. 3" PVC THREADED BH FTG W/EPDM GASKET & FLANGE ADAPTER 0: 4". PVC THREADED BH FTG W/EPDM GASKET & FLANGE ADAPTER E. 4" PVC DBL FLANGE, BOLTED FTG W/EPDM GASKETS & FLANGE ADAPTER F. 3" PVC DBL FLANGE, BOLTED FTG W/EPDM GASKETS, SIPHON TUBE, & FLANGE ADAPTER G. 2" PVC DBL FLANGE, BOLTED FTG W/EPDM GASKETS & FLANGE ADAPTER H. 18" THREADED MANWAY COVER W/15" ACCESS 10500 GALLON FLAT BOTTOM TANK 330° • GASKET & FLANGE ADAPTER GASKET & FLANGE ADAPTER GASKET & FLANGE ADAPTER GASKET & FLANGE ADAPTER W/EPDM GASKETS & FLANGE ADAPTER W/EPDM GASKETS, SIPHON TUBE, & FLANGE ADAPTER W/EPDM GASKETS & FLANGE ADAPTER " ACCESS F 00 142.00 168.25 152.25 LLEIN FLAT BOTTOM TANK RECEIVED CITY OF TUKWILA MAY 2 1 i993 PERMIT CENTER (all dinensiohs in inthes) PAT 4 TANK: 533043 •HOLPE/NATURAL-- 1.5 SPGR. REF#: 0211 • • 04/14/93 00 r..�, AR V Nr EFFLUENT TO RECLAIM TANK LEGAL DESCRIPTION: SAW FIVER. RAW WATER PRESS. GA. THAT PORTION OF GOVERNMENT LT 1, SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.N., IN KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NE CORNER OF SAID GOVERNMENT LOT 1, THENCE N 87'44'08" W ALONG THE NORTH LINE OF SAID GOVERNMENT LOT 1 A DISTANCE OF 449.48 FEET; THENCE S 01'51'39''W A DISTANCE OF 458.87'; THENCE N88 °08'21 "'W A DISTANCE OF 30' TO THE WEST MARGIN OF ANDOVER PARK EAST AND THE TRUE POINT OF BEGINNING; THENCE S01'51 `39 "W ALONG SAID WEST MARGIN A DISTANCE OF 411.0'; THENCE 88'08'21"W A DISTANCE OF 470'; THENCE N01°511 39 "E A DISTANCE OF 411'; THENCE S88 "08'21 "E A DISTANCE OF 470' TO THE TRUE POINT OF THE BEGINNING. CONTAINING 4,434 ACRES. SUBJECT TO AN EASMENT FOR RAILROAD FACILITIES OVER THE WEST 27' THEREOF TOGETHER WITH AN EASEMENT FOR UTILITIES OVER THE EAST 15' THEREOF. VALVE BY CUSTOMER VALVE BY CUSTOMER SECTION "A" SCALE: NONE SCALE: NONE --EXIST. HW TANKS PUMP P -1 4" O.F. 9" CONCRETE PAD 4" INLETS — SEISMIC RESTRAINTS (4 TYI.) understand that tho Plan Chc- • subject to ernes and omission:,‘ piens does not authorize the viol.., ;., -r adopted oode or ordinartos. Receipt of contractor's copy of approved Wens sotelowledged. BY Date IRXV20-- SOLENOID C VALVES 2"-' IRXV2O� NEW RECLAIM TANK NEW PIPING SHALL BE SCHEDULE 80 PVC. INSTALL PER OWNER RECOMMENDATIONS. 2. EXISTING TANKS AND PIPING ARE SHOWN FOR REFERENCE ONLY. CITY OF TUKWILA APPROVED 4 1993 NEW TANK PIPING PLAN SCALE: NONE MAY 2t1993 PERMIT CeR WA BOTTING COMPANY f. tD ?s� l.ti r { *-� A:-• n K t 9 IIIII,III I.I,I- II.lir I 1I'FIItJFFIFI1I,jt1I 111IIIIII I 1J1f111' 111 (111111111IEIiI1Ii`.ti;Elf.l 4 5 6 I I � 8 II NOYF ` _.If the microf it ed docuae _e .. ...e._. _ .__ ... _ .- ._ _.. nt is legs clear than this notice, it is due to the quality of the' original document. 1Z 0? 61 81 LL 91 9l bl el Z(1 • 1..t 01. 6 8 L 9 111H WI I IIIIIIIIIIIIIIIIIIIHIIIIIILI111Ibiilillllillii lilll 1111111111111111 11111 1iilllibl i11111l1IILI11111111111 !IILIII!lM 111111111,Iij;1ll1 1111111 0 isms INCH oc 6? 8C LZ 9Z GZ 47Z ez ZZ 11i1111111611111.111111,11111i111111H 1 11111011111111111I! 11t1illll111';1J.�1! ..w 11111. If, 1IIIII141I1j1IIIIII111111I 1Ii111111111111lll 9 10 • P.V. sox 33706 (206)364 -0340 ALE: NONE CONTRACT `O: 5286-93 5-13-93 REG.. N:). WABOTC0O9 Jr4 I�r1EChanica� C' ntroctoi s, Enu;neering fir. Servic SEATTLE, W.4 98133 DRAWN BY: DEB SHASTA ? EVERAGE$ 1 22 7 ANDOVER PARK EAST TUKWILLA, WASHINGTON 981 88 NEW 10;500 GALLON RECLAIM TANK :✓9...2.4 Y. w •