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HomeMy WebLinkAboutPermit D97-0048 - CASCADE CONTAINER - OFFICE, FIRE VAULT AND STORM DRAINAGECity of Tukwila S - Parcel No: 352304 -9074 Address: 1232 ANDOVER PK W Suite No: Location: Category: AOFF Type: DEVPERM Zoning: Const Type: III Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Permit Center Authorized Signature: DEVELOPMENT PERMIT Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: .0 South: .0 East: .0 West: Sewer: TUKWILA Slopes: N Streams: (206) 431-3670 D97 -0048 ISSUED 01/05/1998 07/04/1998 OFFICE 1994 SPRINKLERS .0 Contractor License No: AtJh ai O4 .' OCCUPANT CASCADE CONTAINER CO 1232. ANDOVER PK W, TUKWILA, WA 98188 OWNER WOELFL RUDOLF & HANNELORE 11956 WHITE WATER LANE, MALIBU CA 902659724 CONTACT PAUL SAMMON Phone: 206 329 -9900 3131 EAST MADISON #200, SEATTLE, WA 98112 CONTRACTOR ANDERSON RICHARDSON HARTLEY Phone; 425-644-9505 14400 BEL -RED RD #203, BELLEVUE WA 98007 r***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCT INTERIOR OFFICE WALLS /MEZZANINE AND WINDOWS. : UPDATE FIRE VAULT AND STORM DRAINAGE ' r***************************************** * * ** * * * * * * * * * * * * * * * * * * * * * * * ** *fir * * * * * * * * * ** Construction Valuation: $ 200,000.00 PUBLIC WORKS PERMITS:, *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: Y No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 3,730.71 t******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Date: 1-5— 1u I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this develop ent pernii Signature: Date: 1•S Print N Name ��j'�✓jj�C.��_ This permit shall become null and void if the work is not 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. • • , . :.m..itgoame..va • • . . . . . .. • . . . . . . . . ... ,, . . . . . . . • CITY OF TUK.WILA AddreSs,: 1232 ANDOVER PI. . W Permit ,No: D97-0048 • ' Suite: Status: ISSUED Applied: 02/14/1 Issued: 01/05/1998 **4-**'..A*k**********4********** Permit Conditions: . 1. No . changes w i l l be Made to the plans unless approved by the Archi . Or Engineer and Buil trig Division. P Viimb ing permits sha 1 he obta thed through the Sea ttle rig •, County Department of Public Heal th. Plumbing will be li by the:t' including al 1 gas - pifOing,,,, ( 29 -4722 ) 3. ectr 1 cal permits shall be Obtained- through the Washington State Divi.jon of'..;Labor Industries and all el ectrical work wi 1 1.-r inspedted byHthat agency (248-6630). 4. All .Meoh!inical,, work shall be ' separaee permit issued by the City:of TO; WA 1 a . , All permi inspection records, and approved Plans.'"pa) available at the ,job site prior to the start of any con st.ruct ion. These .document s are to be ma inta hied and able nal inspection approval ,:': is granted. Any.finew, ceiling grid and 1 fixture nsta 1 at i is reqUired to meet lateral :' bracing reOtilreiients for Se.i Zone . . 7. .Partftion1,411s;attached, tOr'.": cci 1mg. grid must be laterally , braced if ,OVer, eight (8) .1 in length. - • ' B. Al l':::COnstktuct ion. to be done confOrmence. wi th approved p ans. , a n dre LiO r'ements �f the tin if o' - 1'44 i id ing Code (1994 .Edi 060\ as ?',amended, Uniform Mechanical 'Code ( 1994 Ed i tiori`) and ;141ashin,gtOnv,State Energy Code (1994, Edition). „ , , 9. Any ,eXposed:!:-InsUlations back ing material sliall' h6vhave , preaA , ,Rating , of , or less, and:,:Materi material 11 bear' i dent f icatiOn showing the fl re performance rat inO thereof , 10. Va 1 idl ty,.,of Permit. The 'issuance of a perp1 ":oi' approval::: Of .,, plans, specifications, and comPutations I not be con- strued to be a permit for, or an approve 1of , any vio 1 at iOn of any of . ...; • the provisions of the building code or .6.f any ,other ordinance of the jurisdiction. No permi t presuming to give authority'c'ito violate or cancel the provisions s o.e, code shall be valid. 11. There shall be no :Occupancy of the '•building(s) ...unt 11 the final inspection has been completed by the Tul.;Wi la BO lding Inspector. 12. VENTILATION IS REQUIRED FOR ALL NEW 'ROOMS AND SPACES OF NEW OR ,EXISTING BUILDINGS IN CONFORMANCE WITH THE UNIFORM BUILDING CODE AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51-13 WAC. Terfen t : Type.: DEVPERM Par‘cel . 4t: 352304-9074 Project Na e/Tenant: Existing use: In Retail In Restaurant ❑ Multi- family , arehouse in Hospital CI Church ❑ Manufacturing 11 Motel /Hotel ..Office El School /College /University 1 Other Proposed use: ❑ Retail In Restaurant E1 Church ❑ Manufacturing El SchoolCollege /University CI Multi-family In Warehouse ❑ Hospital CI Motel/Hotel Ofice f Value f Construction: Will there be a change of use? ❑ yes no If yes, extent of change: (Attach additional sheet if necessary) ,�� • Will there be rack storage? In yes tJ no Site Address: I 2 32 At.J City State /Zip: / 'mac -ck-- vo • — IA.ti Tax Parcel Number: ' ... -z 4- -10 Prop rty Owner: ._ Stree . Phone: Ad ress: 1 Contact r on: �� f L SLAW. Ci State/Zip: Fax 7cf 3 t 3 — S ghone: _ Fax #: — l► 00 (u -5(03-1 'n y Street Address: g Contractor: o11)1� Street Address: ' /' J -1� A., f . City State /Zip: City State/Zip: Phone: Fax #: �/�rI 7 30 Q 3. 7 2 Architect: \ � _K) A�04' - � S Phone: � Street Ad ress: City State/Zip: $L '$ Fax #: �.� -- : ,- 2A� Engineer: .L._ /f�5 Phone: C=4 Street Address: / �r .� � . J ..� City St: a /Zip: _z G. Fax #: - i r gr..... Description of work to be done: r *nll 0u - I Nf - • CIPIc i,�.�4 - �L_ /OA 5X �;�u = Existing use: In Retail In Restaurant ❑ Multi- family , arehouse in Hospital CI Church ❑ Manufacturing 11 Motel /Hotel ..Office El School /College /University 1 Other Proposed use: ❑ Retail In Restaurant E1 Church ❑ Manufacturing El SchoolCollege /University CI Multi-family In Warehouse ❑ Hospital CI Motel/Hotel Ofice f El Other Will there be a change of use? ❑ yes no If yes, extent of change: (Attach additional sheet if necessary) ,�� • Will there be rack storage? In yes tJ no Existing fire protection features: pri snklers automatic fire alarm in none ❑ other (specify) Building Square Feet: .4' t.-7‘,3c2 existing Area of Construction: (sq. ft.) 1 j Will there be storage of flammable /combustible hazardous material Attach list of materials and storage location on separate 8 1/2 r in the building? ❑ yes no X 11 paper indicating quantities & Material Safety Data Sheets Ctmmercial / Multi - Family Tenant Improvement / Alteration Permit Application CTPERMIT.DOC 7/9/96 CITY OF 7 11KWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. ❑ Channelization /Striping 171 Land Altering 0 Cut CI Sanitary Side Sewer #: APPLICANT REQUEST FOR PUBLIC. WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING; Additional reviews ma be determined b the Public Works De . artment El Storm Drainage CI Street Use El Water Meter /Exempt #: Size(s): Size(s): Size(s): El Curb cut/Access /Sidewalk in Flood Control Zone ❑ Hauling cubic yds. 0 Fill cubic yds. CI Landscape Irrigation ❑ Sewer Main Extension 0 Private 0 Public In Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only CI Water Meter /Permanent # CI Water Meter Temp # ❑ Miscellaneous Est. quantity: gal Schedule' Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for acti plicant for a period not exceeding 180 days upon written request by the applicant as defined In Section 107.4 of the Uniforr skrent edition). No application shall be extended more than once. IT CENTER Date application accepted: ErBte tpp is f ftvR•explres: PERM Application to 81: (initials) BUILDING OWE iJJj,'OR! D , GENT: Signature: /4M1_ �� Date: /2 , 7 Print name: • • r �tJ�:1 �.. Phone: �.� _� ... s Address . /Sta e '• A- • _ ALL COMMERCIAL /MULTI -FA Y TENANT IMPROVEMENT /AL A TION PERMIT APPLICATIONS MUD BE SUBMITTED WITH THE FOLL *r ING: ➢ ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMI D ❑ Complete Legal Description ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, wl,ici7 include : ❑ " Site Plan (including existing fire hydrant location(s) o � sr O El ❑ 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). Floor plan: show location of tenant space with proposed use of each room labeled Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. Vicinity Map showing location of site Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. Indicate proposed construction of tenant space or addition and walls being demolished c C onstruction details Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. Washington State Non - Residential Energy Code Date shall be noted on the construction drawings. SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Certificate of Contractor ". 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 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY TIL LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTI'ERMIT.DOC 7/9/96 * kit* A•k*hfir*.kA•k*sA*Itkk* * ** *Ak*#A* *•1j.•k *A• kA 4t14.*AhA.A:t•k1.•A*k•k:1A A CITY or 1UKWTLA, WA " TRANSMIT ** k**** A* 4 A* A* **k *4*A **kk *.A.A*Ah*h*kAkA*A Ak *hvk•* * *fit * *k *****1*AA 'TRANSMIT Number: :R 4700699 Amount: 2,829.00 01/05/98 1.2:30 Payment Method: CHECK Notation: ANDERSON .RIf;HARD !nit: RI_H Permit No D97 -0040 Type: DEVPERM DEVELOPMENT PERMIT Parcel No l. 352304- 9074. S i t e Address': 1232 ANDOVER Pit W Total Fees: 3,730.71 This ,Payment 2,829.00 Total ALL Pmts: 3,730.71 + Balance: .00 *A *4 *4d,+•* *AA4*k *11.4k *1 * *i * * *AAA **4444 **4*'k ** *A*kfi* ** Account Cockk 000/322.100 000/345.030 000/386.904 401/342.400 412/342.400 Description IIUILOIMG - NONRES PLAN, CHECK -.UTILITY STATE BUILDING SURCHARGE 'INSP. FEE - FLH /LI /WME I.'NSP FEE - STORM DRAIN 7424 01/06 /717 TOTAL 2029.00 • Amount 2,774 20.09 A.50 13.00 15,00 rOr „ .•• ,• • ' • „ - . • - • * • CITY:•:OF TUKWILA : N TR AN8MIT • * ****rWT*0* *A***********A4****A*4****** ii1414§MVT Num ber R.9700542 Amount : " 901 71 "02/.14/97 15:29 pE6nri6rit . tle'thod:..., CHECK. • Notatiiin: KURT R 1NSEN lrrit SLB Permit No: D97-0048 Type: DEVPERM DEVELOPMENT PERMIT Parcel No 352304-9074 Site Address: 1232 ANDOVER PK W Total Fees: 2.293.46 This Payment 901.71 Total ALL Pints: 901..71 Dal ance: 1...391.75 Account Code Descr i ot on Amount 000/345.830 PLAN CHECK - NONRES 901.71. 7662 02/14 /719 TOTAL 901 .71 `Project: i d, i Type of nspectiion: ...3e / : Addres 4 Date cal led: Sped I instructions: Date wanted: " lr'.�"' `, �j f a.m. Requester: Phone: INSPECTION RECOR Retain a copy with pe PERMIT NO. INSPECTION. NO. :CITY TUKWILA BUILDING DIVISION ;,0300 Southcenter Blvd, #100, Tukwila, WA 98188 206)431 -3 MENTS: Approved per applicable codes. Corrections required prior to approval. 1 $4 I NSPECTION F.E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ... +«.cw+sow..! ,',:tiv +t o,�.;: �r!.Y:i�� .:. r.'uG1r:vL>:slr >$,kit. � STtiR.aci s,': i�1� .+i�.'Z4 ;�; •>,fl • 7.' ' !!+'%S;J.lc�ti�s.^^.�Y,:i "r `l:i }l� ;v'i�:: :;�; rti INSPECTION NO. CITY OF.TUKWILA BUILDING DIVISION `.6300 Southcenter Blvd, #100, Tukwila, WA 981 Da c Date w,t aned; .���' ��LL Special instructions: El Approved per applicable codes. Corrections required prior to approval. COMMENTS: .iraL �- 1 t ./L E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: ie4<.' tlit�a�xih': nLi.,. ViX. �ix1`:}."!ll[ i •.' *�tkY;�?.�i'!yrfiYsln'i . ":�.lr.e }�v%:�i�_4'i t7.�....ta...�i:...,. �'1: +r:'.•;,.. . S I N S PE CTION. RECORD Retain :a copy with permit Date: `PERMIT NO. (206)431 -3670 • ( C nsp . ddress: id �� Date led: Special instructions: nl � ' ,� ' . - j D. a . (./.�' t' -r4 ! .. Date v�anted_ ci g a.m. rsT. c- G�j75Y) P n g jja�r , g n r.udr -•.sir •ir.dtxuP{ -!t 44 0:04 'IV �. �::.�: . �.�'i�l. v k. •;l'A I 52�}.t '�� V al.i PC'..i�1{�.0.4 Y-'.n ..���../�� {3?y \'i��'�, •. � INSPECTION .RRCO '. Retain a copy with perlffit INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION '.6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. • PERMIT NO. (206)431 -3670 Corrections required prior to approval. iA i /- i- i j 75 COMMENTS: '`� e c-,9 1/I c.e4' S 7 / k -i ( ? G 6"- Y /( Ai— J-2., (/ ) J/ S, 'AO _ I hey/ )04; 3 ale �.Ai_La . prow - I-r- • + J $47.10 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ZAN..YL :.4 . .rn.,. iY<,.wn. S4:i+ ,xar. ....i.:..i�x City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. Address /, A3) -. fok kJ Suite # f - Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: rPo 511 Authorized Si at'ure Sig Date FINALAPP.FRM John W. Rants, Mayor Thomas P. Keefe, Fire Chief Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 •Projec • / ) Type of Inspecti n: Address: �- 2 12 Date ca ed: �„J Sp ci nstruction Date wante 7 � Requester: Phone: INSPECTION NO: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per. applicable codes. INSPECTION RECORD Retain a copy with permit 977 ce/e2 • PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: /6!-/--7 u rye/ 5 c /i ....At 4 L $47.00 RkINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No; Date: ..e. .... „ c ar t el . Pilje,ct: J • 4 . • GAA t tur Type o nspectio : e Address: , ..•:173- /1 . 9. ,c 191 Special instructions:'. • . ti/vh ..,..m. uester: s 'ZIP '110 . , 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 COMMENTS: so El $47.00 REINSPECTION F • REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Approved per applicable codes. ri Corrections required prior to approval. Receipt No: Date: %it. • .14 irk,c■ t, 7 14 , roject: Type.of Inspecro 1 as dress: 1232 r 4/16 ate ca I l/1 a. Special instructions: . . CO / Date wanted: _ S� is CA l ! a.m. p.m. Requester' 071- Phone: r; > N .,'+� A+.ti.v; it i}'s.', u': �v �-!' 7.�i c i'. _'v 1 i Y;'.s� .• f l:`s.. INSPECTION RECORD 'Retain a copy with permit INSPECTION NO.` CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes; COMMENTS: /J e // Date: ID $47.00 RE INSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No: 4,....'.u$4lii -tdr r eY 4 eI,�s�rs,�$srr�i ik, Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. • :' r . INSPECTION RECORD Retain a copy with permi INSPECTION NO. CITY :OF:TUKWILA BUILDING DIVISION ;..6300 Southcenter. Blvd.; #100; Tukwila, WA 98188 :Project: _ • Address:, 2.: 3z kvi). / u Special instructions: Type of inspection: bate called: 3+ 3/5 Date wanted:. 1 I l a.m. p.m. Requester: Phone No.: I1 Approved per applicable codes. Inspector: 6 U' s Date: D 0 ERMIT NO. v -H (206) 431 -3670 Corrections required prior to approval. COMMENTS: P44-4--PAArta DC O/ 1- A (Pty' (v/ - 3 l . cam. (mot . ,.: p 5 tad Sy sr- TUwvl 3 /sl�f A -ecitAd 5 r.0 YT $42.00 REINSPECTION FEE REQUIRED, Prior to in pection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: "'"Y" Type of inspection: 4 Address: /z 3 Z ;9wodwt . w ; . D ate called: 3 3 Special instructions: '•. Date wanted: !/ / a.m. p.m. Requester: ..a P''' I' ; i. .' Phone No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 COMMENTS: E a Lip 1 7" is„ 6 11k:4 w i 11a.La ..� -�.. L Ir1,. I Approved per applicable codes. Inspector: (,v PERMIT NO. (206) 431- / Correcti•.ns required prior to approval. Date: , .q t $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. •Recel t No.: J Date: Projec : / r 1 of inspection: ' I Address: 19- ;2-= „.;: , W. called: 3 3 i 1 1 � Special instructions: Date wanted: � It. , a.m. p.m. Requester; j l ` 7 ('el` ..Q,. Phone No.: i fi t r` {y'tti i'xj ■•• +r Dct�'i — ooy8 PERMIT NO. Approved per. applicable, codes.. I Inspector: f I INSPECTION RECORD Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 ' Southcenter Blvd., #100; Tukwila, WA 98188 (206) 431 -3670 Corrections required prior to approval. COMMENTS: ' 3/.3/59 1. • 1 . _4_1_0 1 iv I/yt.a,w” .4 WL • Date: I/ v-et 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: -COMMENTS: n 3 , /qy ,, �' i .l.° LIN U . ei—c -ekLA - . ' 4 Svu\ P,.I,U � , 1" N C) wukAi CO LLA4.31 v-ii C t k. 4 0. Date called: . >1-r _40 (i- , t ,. , W k- _RA.P X.c.ti. e. Q Q- -1 1 1 l (- rzeA . (onJ X1 7 (1-A to Quo 4' A - wL. whr,„( R; O, a c I S 5u.2. , / , / c j �( gj . cotcv 4 4 w Ndaik P.1.\), uv.. OPP p cf ok' Phone No.: 3 /02lq'i Aeam ("o.ryht Fla iv MV 7l ► Project: !r iLeiLQ lc ( it Type of inspection: s. n Address: Date called: Special instructions: • Date wanted: 3 i / L Cj y . a.m. p•m• Requester G U4�� F�2 Phone No.: INSPECTION RECORD - Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. I I Date: D97 cl:Y/S e ,PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Inspector: Au 3(7, qc/ $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ti s�. r oOt(: f' led .01, t T , e of I cti n: A dress: eivim ate c I led: Dat w teth ` , . T p.m. Special instructions: Req ster �YJ 77) / / 0 c/ ° &∎. S n o: i:. x:: �. 1r}: .'.+:1:'J.;'�':�ittnM✓.Y_:f::.a i..:.tiU.�1�s:�:. t_... .�. .. ' .. .. t7 • INSPECTION RECORD Retain a copy; with permit "INSPECTION NO. CITY OF TUKWILA BUILDING DIVI 6300 Southcenter Blvd, #100, Tukwil Approved per applicable codes. ION , WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. Co MMENTS: $47.00 REINSPECTION REQUIRED. Prior to inspe ion, fee must be paid at 6300 Soutlicenter Blvd., Suite 100. Call to schedule reinspection, Receipt No: Date: :rt.... /4 + .a , tie} iL�.%. ,r.:,s:.xati:.._t.c:....r;:i:,2r ;'. .'r.12....._uN.: A:.::..4Z %!_•ri.�... �..!'A%ar,ie..hn T. :Project ` Gl 5 €44f � ��1 h T, Type off lnspec`Iion: , G �c/hc"w T71) f / Gd/ir 1 Address: 12-3 /1/' Date called: 'Special instructions:. Date wanted: a.m. 3- fir, / 6) Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION -6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: b p'r. Date: J Receipt No: Date: Approved per applicable codes. Pq? PERMIT NO. 206)431 -3670 Corrections required prior to approval. /. /i 1`j► $47.00 REINSPECTION / E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ` 5: 1: 4IY.JAe'":.M1L'.�w..tii.Nii'*...• _ b..•. Pr ject: CotoL ( ( 0 A Ty a of Inspection• Ve i s JPC --- — 1-t ��r : illTs ti , r �w' a called. � Iq1 .5 Special instructions: "] .. Date wlet / m. Reque Phone. ta - .S (6 -- CE INSPECTION RECORD Retain a copy with permit ,✓.:.w. 4 u.'F:•.1.GA.:• ..,1w...., ..v J:�.i.i;: M;r'�_tiiF: J :)tNSPEG'oNN CITY OF BUILDING DIVISION :6301) Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. COMMENTS: Corrections required prior to approval. _ ii I.. $47.00 RE INSPECTION (E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: C. �� 1Y11 , . nFr9 , :«Y�i ,, :.�r, , .aA u:,.... a..i,.•± ' i te:} L.: 4, a1;42.:aT:74;1.14:1- Slh,.Soda.. ..,.... -. - . • Project• Type of inspection: Address: .: Date called: j � 5 I Special instructions: Date wanted: i . �l Z2 /� l a.m. P.m. Requester \ WA / frL J -e Phone No.: e,yV. r•�a.. xc: 'ufrw•t- ;a.:.: >tf t.� ::.:tt'•G'.r ii i `ir,1444-" INSPECTION NO. CITY OF.TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with perm A PERMIT NO. V' / (206) 431 -3670 Corrections required prior to approval. COMMENTS : � tyrip44 u tt u Futi '&4/ ? 419 ft)) 0-4' ..12iK s . 4. • N . /27 S r 2 5 - pf f Jx'Sru- w � 5',04:44 (44 / pr (l / Re ( -0Acw4 Pd (v( VI(. Inspector: 6v Date: a/ , 74/9 , 7 $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: :�ynTtJ4y;,4C1'ytµSlUr: INSPECTION RECORD Retain .a copy with permit INSPECTION NO CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., . #100,' Tukwila, WA 98188 Project: Address: Special instructions: Type of inspection: FL , ` Date called: � Date wanted: a.m. p.m. Requester: Phone No.: COMMENTS: Approved per applicable codes. Corrections required prior to approval: 4 " \Y�. ':q'. .., w':^ '. i`- r ' yj+.: •i. ;t4'`c,. St � ri I / A 4r.��i 1 Art Inspector: Date: ozp_6iF $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ,t, COMMENTS:i g7 et, 6 44;417 . M 6 4,, - 41...0,,p74 rA L (441{4,/ ,0 i-- a (-a/V : 3 'a Apch 1 e e f P L.- tfta . el . --- 4 .. "S ,z-e-- S) )4 a / t./ s". -of' -,---- . SpeciaLinstructions: ,A# i -- m. 4.44, crAn aft Datejtet - ? 4 ,0(7 .e L' Re" ._ _ s, ..91, isi fra t..401-- 130 /4 Phone: CUI0 )51 /L ,riesit.) fr- S /; OA, leO0C- fl,c..,J1, 7 1 (Met Ad (J0/J11 )4 . / /If r alp (L M y Mi rf S es .,.. SpeciaLinstructions: , r c Datejtet - ? 6n. Re" Phone: CUI0 )51 tzr ss INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd, #100, Tukwila, WA 98188 \ Approved per applicable codes. Inspector: PERMIT NO. (206)431-3670 Corrections required prior to approval. Date: a...2z $47.00 REINSPECTIO / REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: s Date: Project: j . 6 4-4. 0 1 11 GIIVA.... Type of inspection: ... ' 3D Address: 12-32 ebap Pic w Date called: _ / F Special instructions: 7 Date wanted: a.rm P.m. Requester:... , / .. Phone No.:‘ Kgr'knr,1 6 ,4 . 7taw INSPECTION RECORD0-4' Retain a copy with permilini 1197 INSPECTION NO CO' PERMIT NO. • CITIVOF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) I I Approved per applicable codes. COMMENTS: I I Corrections required prior to approval. Sq7 p-t TI C13 utit Tr 1 L. cr 1.1-M Set : C.P5 . kicut.-etif 1 it LI AL1244 4/5 Va-o—tt , 0' . /f9/9 /4Srct,0 ekt thSt -meA- (6'S e vetAQ--yid: C fiikkOd(tA Inspector: Date: Li $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: fr COMMENTS: / ia-/y1 s rekrl Mid 77flt r Id s c:v AldRtA 510X OF cP 004./17 . 5.0. 4,45' l ,. �� � ��� .^:.. � ,ter �� e /2". Special instructions: Y illft rg attire /,t ic. ) GIC4'�w lUt i ,t t)r RA AO." J1 it CI lr 5 ()L1/ f'61ll /) 1 Stct5S. ( , 4/0/ t 4 rim ?i) t /.,04 5 A t fipkiA- ?0 k14 4,/ld i id i Y J.(c - ee re r ')5 t(r Project: i Cascade Container Ty e of Inspection: " n � U ��� �-„ Address: APwd- J 120 +h Da fle d• 2— k—g Special instructions: Date wanted: 2 _ i _ 9 R a.m. P.m. Requester:_e a w E 5 +Ia 1 !h') utili4ie , Phone: Zo 6a7e 3 477 • .. • d ,tWvu;rJ::iuGNr:v: +:�. �:cti..rf;:Y 31405 a::2145:;'Wixtfe stfiAPt: - .1;4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100; Tukwila, WA 98188 CA„, PERMIT NO. (206)431 -3670 0 Approved per applicable codes. 0 Corrections required prior to approval. Inspector: l U Date: /4lf $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: V100 • / Gf. � Project: ( � . ,e I .L.. �� Type of In ection: C Addre /1---/.4). Date cal ed: i - , ~ Special ins�ruc C2 . Date wanted: [ /� a.m. / Requesters ''L "tet l � t l7 4 11 ..t 4' 7 vie:' Ati.t':rA.C.1 5..w '::INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Z 4-u ;/1 ,J v t a $47.00 EINSPECTION e E REQUI ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: j;y.. 7.-(4 PERMIT NO. (206)431 -3670 Corrections required prior to approval. rs JI�%1J7�'.i4'z .X.,Ie iiN -: Ifn a�1�J�:.a�'C•t �a�Y .r4,�W�j^Y. vx`!.�. INSPECTION NO., CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Project Type of i i. I +y� : ✓ l ar«� Address: Date called: Special instructions: Date wanted:/,_ /1�!'�► ' a.m. "'7 p.m. Requester: Phone No.,, _ ! •.-6 Approved per applicable codes. CR Corrections required prior to approval. COMMENTS: ,, {{ . �` r i t se)./..e y B� 1r3 r'l ['$ , 171, ilj 670."1 d1 , ( A -C-f// l CT Oleo ftj_`L.. Inspector (.;(/ , // J 2 ' - v Date: ig E� $42.00 REINSPECTI N FEE OUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ri Project _ .4.. ,Addre . -1 ✓ . /r_'_ Type of inspe / f / l /1 - c.„0 Date called: C__ Special Instruc Ions: /. ✓ cx7 Date wanted: / 5743 a. Requester: H 1C� �? Phone No.: 4, u Soc INSPECTION. RECORD Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: Inspector: M x ,-64g3 PERMIT NO. 206)431 -3670 Corrections required prior to approval. Date: z $42.00 RENSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: Date: Project 5�4 G1'h.. Type of ins otion: Address: ��� ,er'e Date Date cal ed: Specie) instructions: ' Date wanted: 1 /•n a Requester: Phone No.: .� i«'u:y.Yp'�:��1'��'�wr=7 r1 �ry• ' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspecto Receipt No.: INSPECTION. RECORD Retain a copy with permit . a..S.Y......Y•_WM.,: rlilrLS ac.?Snt. .aL'elSel_r't LY., u t..Lycw. v...w. ... PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Of t/Z'!� Date: / $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, ee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: STOP WORK �...s,.w.w - �+ow.w:�.w..... .-. �.+.»».. .....................« a........ n,.... w, v�. rM.. +,w....- w«,«w..�.«...._........ ACTIVITY NUMBER yap ()wily DATE 0 97 PROJECT NAME DEPARTMENT: BUILDING DIVISION - den P,k)J Q 5 i3+ PUBLIC WORKS COMPLETE El COMMENTS REVIEWERS INITIAL PcansL Coors COPY PLAN REVIEW / ROUTING SLIP cascade Con tamer - Cofferka, FIRE PREVENT 5-�ION 0 ti P STRUCTURAL DETERMINATION OF COMPLETENESS: (T,Th) • NOT COMPLETE El TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) DATE PLANNING DIVISION El PERMIT OORD ATOR NOT APPLICABLE I DUE DATE 6 6,-97 I I APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS REVIEWERS INITIAL t CORRECTION DETERMINATION: APPROVED D APPROVED W/ CONDITIONS p REVIEWERS INITIAL C:ROUTE -F DATE DATE DUE DATE 5'do. 47 NOT APPROVED (attach comments) l.--I DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) ti coo ReEt BUILDING DIVISION Oemecl ,Z.7/04.2 PUBLIC WORKS 320 9 7 REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE-F fel vvW C-001311 IlAter C PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97-0048 PROJECT NAME CASCADE CONTAINER CO. DEPARTMENT: FIRE PREVENTION kcc= N4 DATE 2/14/97 PLANNING DIVISION 0 PERMIT COORDINATOR 1111 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 2/18/97 COMPLETE Vi NOT COMPLETE D NOT APPLICABLE 0 COMMENTS 4 TUESPITIURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF n (If routed by staff, make copy to master file & enterSierra.) DATE APPROVALS OR CORRECTIONS: (ten days) DUE DATE 3/04/97 APPROVED El APPROVED W/ CONDITIONS fl NOT APPROVED (attach comments) gr Ft Leer ' 1 mcia 3-aseet7 vat ERS INITIAL CORRECTION DETERMINATION: DATE DUE DATE APPROVED APPROVED W/ CONDITIONS IIIJ NOT APPROVED (attach comments) 0 (Certification of occupancy required. L tt ?fthFv: t `,V, ^1 h g 7'T'�. : V ,V A - gr wN - „ yam e + tb roioitszt < lt4R;_°.t„°,+,`6,ymn�k .� ., his.,. X., �.. i• :kx�:':l§`i�vh•.r :u,.x�,�?.rY `�w4 C'. a, kt :.'�i"i(r�i.1.� �.�. C DEPARTMENT: BUILDING DIVISION a FIRE PREVENTION E PUBLIC WORKS [J STRUCTURAL C PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER j)T1 oo 1 S DATE 5'01 ' 97 PROJECT NAME CQ5CQCIe Container -CofflLf/(» PLANNING DIVISION El PERMIT COORDINATOR ❑ 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE n COMMENTS • REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED a APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE -F NOT COMPLETE • DATE DATE DATE DUE DATE 5" (0 • 97 NOT APPLICABLE El TUES /THURS ROUTING: PLEASE ROUTE (% NO FURTHER REVIEW REQUIRED C ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) L 2 DUE DATE 5 e 97 APPROVED I I APPROVED W/ CONDITIONS'. NOT APPROVED (attach comments) DUE DATE NOT APPROVED (attach comments) 0 (Cerditcadon of occupancy required. ) ':bittiW nN{Kn�rir3s�i ^iwS isah;k ;h�: 1� r "It3T tl ` 5141 *. , "J,0, PUBLIC WORKS L DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE p NOT COMPLETE El • COMMENTS ' REVIEWERS INITIAL 4 APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE-F DATE DATE DATE 3 ( c f ? PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER �'1 DATE 5 ' bTl S �7 q PROJECT NAME Cci S C QO container - Ccrrec*b, *1 DEPARTMENT: BUILDING DIVISION t_1 FIRE PREVENTION PLANNING DIVISION STRUCTURAL p PERMIT COORDINATOR 0 DUE DATE 540- q NOT APPLICABLE p TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED, ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) L DUE DATE 5-A07'V APPROVED p APPROVED W/ CONDITIONS . NOT APPROVED (attach comments) fl DUE DATE APPROVED 17 APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) 1.2.20sw r..imsrFer TAA' ermat ra 411 .5,7affil...,,. srirvg rom4vi,r47.51 orasx . 00.rowt-aksimlfli r•,v • PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER PROJECT NAME Cascade, Con tai' er -correctio *1 DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION PLANNING DIVISION PUBLIC WORKS STRUCTURAL C] DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE I A COMMENTS • REVIEWERS INITIAL REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED [11 REVIEWERS INITIAL C:ROUTE-F DTP 00q/ DATE TPA' 97 NOT COMPLETE El DATE DATE PERMIT COORDINATOR 0 4 DUE DATE 5- Co- 97 NOT APPLICABLE El TUES/THURS ROUTING,: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED V ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) DATE 60,7 DUE DATE APPROVED W/ CONDITIONS n NOT APPROVED (attach comments) El (Certification of occupancy required. I APPROVALS OR CORRECTIONS: (ten days) DUE DATE 60a0 APPROVED ni ApPROVED W/ CONDITIONS El NOT APPROVED (attach comments) V''g.':''3'.:Eiz�'i".4.t ? 'sr f+'Ai3;7i.�a '�sl;F' 'i;+�'.e:F f.9.v"'.%' era' 'k "Akti.IaT,WW`i'si c3 PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER Ti oo9 g DATE 5' 7 D a9 PROJECT NAME Cacqc3e an tait Co ec*c,, ' DEPARTMENT: BUILDING DIVISION fl FIRE PREVENTION n PLANNING DIVISION PUBLIC WORKS STRUCTURAL PERMIT COORDINATOR Q t 1 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE COMMENTS TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF [] (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED I 1 APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE -F DATE iltit" A AI' Lt'a•; ?�.ptl1'!UA74Lt7 DUEDATE 5 - (o' q� NOT APPLICABLE El I APPROVED El APPROVED W/ CONDITIONS IX NOT APPROVED (attach comments) REVIEWERS INITIAL !�J l-" v( 1 DATE /1 r I �' J O r . 5 /7 CORRECTION DETERMINATION: DUE DATE DATE D U E D A T E 5. O . q7 NOT APPROVED (attach comments) Q (Certification of occupancy required. ) ; i, .( "h' ;'>?? U.' Y fr 1 iZt.p{' r - . ;c qe:f n. } j " , {( w '(' {^ .ytn, .r P ., f`r:.�1 =< .. {, i4'; .i A Ceku � u : x. tk sfo-:.:i�iYd�°.`�t`'. '$,L•,.r ti:..�''f. �?(, .' �m'+' �S' �' �t $?��c"F9.21C�38fi1'u'�t�:1'xK�ri1 ��nW+,a..'fi:� PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0048 PROJECT NAME CASCADE CONTAINER CO. DEPARTMENT: BUILDING DIVISION a FIRE PREVENTION PUBLIC WORKS STRUCTURAL 0 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE U • NOT APPLICABLE El COMMENTS ' TUES /THURS ROUTING: PLEASE ROU REVIEWERS INITIAL REVIEWERS INITIAL 34/ (Amor CORRECTION DETERMINATION: APPROVED C:ROUTE - F REVIEWERS INITIAL DATE APPROVALS OR CORRECTIONS: (ten days) APPROVED El APPROVED W/ CONDITIONS I DATE DATE ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) DATE 2/14/97 PLANNING DIVISION PERMIT COORDINATOR Q DUEDATE 2/18/97 NO FURTHER REVIEW REQUIRED ❑ /67 I DUE DATE 3/04/97 NOT APPROVED (attach comments) APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 (Certification of occupancy required. d DUE DATE PUBLIC WORKS COMPLETE V COMMENTS ' APPROVED C:ROUTE -F 7.1\ aG+: �,a?;,FA:;;;:n•`; i4•I•ozv V:iY: `it DEPARTMENT: BUILDING DIVISION El REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL C PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0048 PROJECT NAME CASCADE CONTAINER CO. DETERMINATION OF COMPLETENESS: (T,Th) NOT COMPLETE El • NOT APPLICABLE 0 TUES /THITRS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED C ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) FIRE PREVENTION 1111 PLANNING DIVISION • El STRUCTURAL PERMIT COORDINATOR 0 DATE c2A8A7 APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) 0 DATE F a CORRECTION DETERMINATION: APPROVED APPROVED W/ CONDITIONS NOT APPROVED (attach comments) 0 DATE DATE 2/14/97 DUE DATE 2/18/97 DUE DATE 3/04/97 DUE DATE (Ccrdticadon of occupancy requircd. �3 ACTIVITY NUMBER D97 -0048 PROJECT NAME CASCADE CONTAINER CO. DEPARTMENT: BUILDING DIVISION FIRE PREVENTION PLANNING DIVISION • PUBLIC WORKS Q STRUCTURAL p PERMIT COORDINATOR p I DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS • TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF ri (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL /d (1 APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED p APPROVED W/ CONDITIONS p REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP NOT COMPLETE p • DATE a)/,ca/C7 DATE DATE DATE. 2/14/97 DUE DATE 2/18/97 NOT APPLICABLE p DUE DATE 3/04/97 APPROVED APPROVED WI CONDITIONS El NOT APPROVED (attach comments) fl DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) cr; fi� a. agr. �:,: 4.v2;ar ttffla4'. +r t Ik t `.f "r :;;•l- 7., % ;.;w,s, A•'• DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE El COMMENTS • TUES /THURS ROUTING: PLEASE ROUTE ROUTED BY STAFF Ei (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL < U - DATE 2/14117 APPROVALS OR CORRECTIONS: (ten days) APPROVED I I REVIEWERS INITIAL r CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE -F Mk DATE PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0048 DATE 2/14/97 PROJECT NAME CASCADE CONTAINER CO. DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION Ei PLANNING DIVISION a PUBLIC WORKS ■ STRUCTURAL E] PERMIT COORDINATOR 0 4 NOT COMPLETE NOT APPLICABLE El NO FURTHER REVIEW REQUIRED El DUE DATE DATE ✓/ 2 '07l DUE DATE 2/18/97 DUE DATE 3/04/97 APPROVED W/ CONDITIONS fl. NOT APPROVED (attach comments) APPROVED ri APPROVED W/ CONDITIONS NOT APPROVED (attach comments) 0 (Certifkeadon of occupancy required. ) RECEIVED CITY OF TUKWILA MAY 6 2 1997 PERMIT CENTER D 004f Cascade Container at Andover Park W. and 180th Street Private Storm Drainage System for • Jensen Architects 3131 E. Madison, Suite 200 Seattle, Washington (206) 329-9900 Project Number: 4335-0100 Located in Section 34, T 20 N, R 2 E, WM. April, 1997 Prepared By: SUBDIVISIONS WEST, INC, P.S. 8705 Canyon Road East Puyallup, Washington 98371-6313 (206) 539 - 1448 STORM DRAINAGE REPORT Cascade Container GENERAL The proposed project site is located in the northeast corner of the intersection of Andover Park W. and 180th Street in the City of Tukwilla. The property encompasses an area of approximately 2.7 acres and already has a storm drain system. The proposed project is to construct a tenant remodel which will include the addition of an oil water separator to the storm drain system. The City of Tukwilla requires stormwater management to be based on the standards and specifications outlined in the King County Surface Water Design Manual. The site was analyzed using the hydrologic /hydraulic computer program WaterWorks developed by Engenious Systems, Inc. and Flow Master ITM by Haestad Methods. The WaterWorks M model is designed to simulate rainfall and runoff processes of a storm water system. The model will use the Santa Barbara Urban Hydrograph (SBUH) Method with a Type 1A rainfall distribution. OFFSITE DRAINAGE CONSIDERATIONS No offsite drainage was taken into consideration. ONSITE DRAINAGE The onsite drainage system consists of a catch basin and pipe collection system to pick up the parking and roof runoff and to convey it to the culvert under Andover Park W. An oil water separator will be added to the storm system upstream of the culvert under Andover Park W. The oil water separator will be designed for the P storm event. Larger storm events will flow through the raised outlet to the existing storm system. Storm Events and Precipitation Two design storms will be analyzed for the project in conformance with the King County Standards. The precipitation for each of the design storms was determined from the King County Surface Water Design Manual. The storms to be analyzed and their precipitation will be: 2 year - 24 hour event 2 inches 100 year -24 hour event 4.0 inches Curve Number Calculations The curve number assumed that the entire area was impervious. Impervious Area = 98 The drainage area' time'of concentration (Tc) is defined as, the time for runoff to reac 'the basin outlet from the most hydraulically distant point in the basin. The Tc calculated was 3.53 min: Oil Water Separator The; oil water separator flow rate was determined to be 0.30cfs. from the analysis ; TI h ead required to push this °flow through the oil water separator was calculated to be 0.43 feet of head. Inlet control was checked and did not control. :'The outlet was elev 0 feet above the inlet to the oil water separator. Ex(T)N4 57604 Age oP - "2,7 • Lkrrz- D: I (DO Yelka- sroe-m yew' .1 Com rgoc, 7. /4 N ro GC),(17 .5EP4g4TO C., Re_ A-DI) Ti ok.N 1 r: 3. s 7 4A s EC: 712-1 evi AReA 3e CF 71-18 l es.( wwe. $77 — 6 - SA Zco carol Q-v-Lcr a" 2.32c...F5 gmp o 6 s /A,/ (9 'J4 76t SE • '/M Z055 it pi,3-e 0, 065 Lekffijl peta47 7 e se , epa kr 4 k -vt pipe Z Z 0. 067 Z)? 25 /7 Z L i) c‘ce cfr FPo- PLI • C4501De CON7N /A/ 872, 1 4.)A-i - e.i2Lyop- K.- • z /3- 4. 6 7 h /hk- 4/15/97 Cascade Container Tenat Improvements Oil Water Separators BASIN ID: 100 SBUH METHODOLOGY TOTAL AREA RAINFALL TYPE PRECIPITATION TIME INTERVAL TIME OF CONC ABSTRACTION COEFF: TcReach - Sheet TcReach - Channel PEAK RATE: 2.32 • • • BASIN ID: qual SBUH METHODOLOGY TOTAL AREA RAINFALL TYPE PRECIPITATION TIME INTERVAL TIME OF CONC ABSTRACTION COEFF: TcReach - Sheet L: 40.00 TcReach - Channel L: 470.00 PEAK RATE: 0.30 cfs VOL: BASIN SUMMARY NAME: 100 year event total site 2 70 Acres TYPE1A 4.00 inches' 10 00 min 3.53.min 0.20 L: 40.00 ns:0, L: 470-00.kc:42 cfs VOL: 0.8 NAME: water quality storm P2/3 2.70 Acres TYPE1A 0.67 inches 10.00 min 3.53 min 0.20 • BASEFLOWS: 0.00 cfs PERVIOUS AREA AREA..: 0.00 Acres CN • 56.00 IMPERVIOUS AREA AREA..: 2.70 CN • 98.00 0110 p2yr:' 2.00 s:0.0125. .00 s:0.0050 5 Ac-ft TIME: 470 min Acres BASEFLOWS: 0.00 cfs PERVIOUS AREA AREA..: 0.00 Acres. CN • 56.00 IMPERVIOUS AREA AREA..: 2.70 Acres CN 98.00 ns:0.0110 p2yr: 2.00 s:0.0125 kc:42.00 s:0.0050 0.11 Ac-ft TIME: 480 min •page VI • r ■ ti ~ i Li r le n `` f IV al IC ir � 1 1 c0 1 a 1 IN S ALLI APPRO H C 8 OEMAL 11111 `'� �� ITPIC -: ii , • • Mg I p0 [1100 1 • *•- 1EM C Y INS ALLE0 :ONC. RON , DNIV APPRO N C S OEMAL TYPIC •XIBT. IS• (� :0151 • c� SUS S EXIST. F r_ C_ w 0 0 4 PA0 1EL' E EX1 MA VE1ER ROM F RE VA TO S0 . OUT51 IE OF /EE 0. IL OM S. F0 INF. T10N EXIST. FIRE AIL1- 4000 6 REFACE E SINEL+ OETEC (51 CN VALVE / 0 0 0 0 0 14 7ETEC .R CHC.K VAL ANF.• IMO T1 M.S. 31AN0 8- 0 E CIV 7M08. DR ADE'L IN EXIST. F 0.0 MET EX19T. CONC. C 1X19,. LANDS API (j51411 CONC C 10 0E EMOYEI MAY 90' a . a EXIST. LAN00CAPINO EXIST. CONC. RE-STRIPE EXI91. PARN'9 STALLS A9 MCE0EO B. INSTALL COALESCING PLATE OIL / MATER 4►ERATOII PER XINE C01/1TY SURFACE MATER DES10N MANUAL SPECIFICATIONS- SEE CIVIL OWES. FOR A00'L INFO. fo• 0 NOTE 4TO1N DRAINAGE POEM wow CIVIL 10 OWES. FOR - BEE CIVIL 5, FOG A00'L INFOR14T10M, 7YP. PATCH 6 SEAL EXIST. ASPHALT AS NE00E0 NEM PARKING STALLS •e• c EXIST. RAMP 00 On. r A' ET 9 61'00'2I' M 957.00' AReA 4T5 )JoTE : El tvATloNs FRom . pesmp )j• ale A rb 0115 AO 1''ERsi rr 4- 414 AREA OF 1MPROVEMENT T ref - 41O (-F e O.6% �.e. PE- STRIPE EXIST. PARKING AS NEEDSO AT EMT, IONC0CUR - CX011. A APII0 N 97'80'9' M 45,060 S. F A B. EXIST. WAREHOUSE SCALE: i".50' • • • —.I • KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 3.5.1C 2 24 ISOPLUVIALS - r `—`;', . • 111,1•1i Amapa '/g lir 'NOP ''''' 110 wawa pier;044,_ I PA Att., / 44 : 2-YEAR 24-HOUR PRECIPITATION 0 .3.4 ISOPLUVIALS OF 2-YEAR 24-HOUR TOTAL PRECIPITATION IN INCHES 0 1 2 3 4 5 6 7 8 Mlles 1: 300,000 •1 ci 35 1 /90 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 3.5.111 100 -YEAR 24 -HOUR ISOPLUVIALS 100 -YEAR 24 -HOUR PRECIPITATION i 3.4 ISOPLUVIALS OF 100-YEAR 24 -HOUR TOTAL PRECIPITATION IN INCHES 0 1 2 3 4 5 6 7 8 Mlles Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow 0.0068 ft/ft 2.50 fps 0.12 sf 0.25 ft 0.0065 ft/ft 37.31 % 1.01 cfs 1.09 cfs 1.02 (flow is Supercritical) Comment: Cascade Container Solve For Actual Slope Given Input Data: Diameter..... Manning's n.. Discharge......... Depth.... . . .. Open Channel Flow Module, Version 3.2 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708. KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 4.3.5C HEADWATER DEPTH FOR SMOOTH INTERIOR PIPE CULVERTS WITH INLET CONTROL - 180 - 168 156 144 132 120 108 96 84 72 N Z ' z z 0 1 z W -J 0 tL 0 err 36 33 a 30 27 24 60 - 54 - 48 / 4 I 2 0 21 IB (5 12 10,000 8,000 6,000 5,000 4,000 3,000 2,000 1,000 800 600 500 400 300 an 0 200 100 80 60 50 W 40 H p SCALE 30 (I) 20 (2) 10 8 6 5 4 1.0 0.5 0., 0.4 0.5 03 (3) EXAMPLE 0.42 inches (3.5 feet) 0.120 cfs tj • MY D feet (1) 2.5 e.e (2) 2.1 7.4 (3) 2.2 7.7 • 0 in feet • ENTRANCE TYPE Sguort .dgt with headwoll Groove and with headwall Croons sod projecting To use scale (2) or (3) project horlsontolty to scale (I),th.n use straight inclined tine through 0 and 0 scales, or illustrot.d, 4.3.5 -11 (I) (2) (3) r 6. 6. 4. - 3. - .8 - .7 - .6 - .5 5. 4 . 3. 7 .6 5. 4. 3. - - 2 -• / 2 2. - 2. 1.5 Is N o w 1.5 W 4 0 z I I- a 1.0 1.0 W 0 D: -1.0 .9 .9 - .9 4 I .8 .8 .7 .6 0,55 ,r • 5 5 4 ENTRANCE TYPE SQUARE EDGE WITH HEADWALL GROOVE END WITH HEADWALL GROOVE END PROJECTING 1/90 C Incline Corrugated Plate Module by Purification Industries, Inc. COALESCING PLATE STORMWATER SEPARATORS 7 1. Above capacities are based on 55 degree angle of inclination 2. Larger capacities are available 3. Differing design flow conditions may alter capacity. 4601 S. Orchard P.O. Box 9156 Tacoma, WA 98409 (206) 475-8888 (TAC) (206) 623-7772 (SEA) (800) 922-5338 (WATS) (206) 474.7631 (FAX) Flow Baffle Pacific International Pipe Enterprises, Inc. 755 N.E. Columbia Blvd. P.O. Box 11305 Portland, OR 97211 (503) 285.8391 (800) 634-0139 (WATS) (503) 286-0603 (FAX) 55 Design Flow Conditions Oil specific gravity = .85 Operating Temperature = 50 °F Influent Oil concentration = 1500 ppm Effluent concentration = 15 ppm Miminum Oil droplet removed = 60 micron Floating Oil Skimmer Optional Sludge Outlet Water Inlet Separator Vault Mfg. by Pipe- 5032 Dallas Hwy. N.W. P.O. Box 5249 Salem, OR 97304 (503) 585-7350 (800) 452-0339 (WATS) (503) 362-8526 (FAX) Sq. Fl. of EUMctiva Saparanor Capacity at Design Flow Caadlnaa,GPM Model "A" - "8" "C" Water Inlet Size Water Outlet Size Sludge Outlet Size 25 -SA 33 11 2T 52.1/2" 30" 4" 4' 2" 466 -SA 200 67 48" 72' 66" 4" 4" 2" 577 -SA 300 100 56" 84" 72" 6" 6" 2" 577 -6 -SA 600 200 56" 84" 72" 8" 8" 3" 612 -SA 1200 400 82" 154" 89" 10" 10" 3" 712 -SA 2400 800 92" 152" 98" 12" 12" 3" 814-10-SA 3200 1066 115" 187" 128" 15" 15" 4" 818 -10 -SA 4100 1367 116" 236" 128" 15" 15" 4" C Incline Corrugated Plate Module by Purification Industries, Inc. COALESCING PLATE STORMWATER SEPARATORS 7 1. Above capacities are based on 55 degree angle of inclination 2. Larger capacities are available 3. Differing design flow conditions may alter capacity. 4601 S. Orchard P.O. Box 9156 Tacoma, WA 98409 (206) 475-8888 (TAC) (206) 623-7772 (SEA) (800) 922-5338 (WATS) (206) 474.7631 (FAX) Flow Baffle Pacific International Pipe Enterprises, Inc. 755 N.E. Columbia Blvd. P.O. Box 11305 Portland, OR 97211 (503) 285.8391 (800) 634-0139 (WATS) (503) 286-0603 (FAX) 55 Design Flow Conditions Oil specific gravity = .85 Operating Temperature = 50 °F Influent Oil concentration = 1500 ppm Effluent concentration = 15 ppm Miminum Oil droplet removed = 60 micron Floating Oil Skimmer Optional Sludge Outlet Water Inlet Separator Vault Mfg. by Pipe- 5032 Dallas Hwy. N.W. P.O. Box 5249 Salem, OR 97304 (503) 585-7350 (800) 452-0339 (WATS) (503) 362-8526 (FAX) *,• (1) IF a proposed project will construct more than 5 acres of impervious surface in any threshold discharge area" that will be subject to: (a) petroleum storage or transfer; OR (b) high vehicular use (more than 2,500 vehicle trips per day); OR (c) heavy equipment use, storage or maintenance... '2 See Definition Section. Threshold KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL 1.3.6 SPECIAL REQUIREMENT #6: COALESCING PLATE OIL /WATER SEPARATORS Requirement THEN a coalescing plate, or equivalent, oil /water separator (as described below) shall be employed in the threshold discharge area" to treat the project's runoff prior to treatment by a wetpond, wetvault, or water quality swale, and /or discharge from the project site (including infiltration). Coalescing plate oil /water separators consist of a bundle of plates made of fiberglass or polypropylene installed in a concrete vault. The plates are closely spaced (not less than 3/4 -inch apart) and are inclined at an angle of from 45° to 60° from horizontal. These plates improve the hydraulic conditions that promote removal of oil and fine suspended sediments and assist in concentrating the pollutants for removal. Because of this enhanced removal efficiency, they require frequent inspection and maintenance to operate as designed. The coalescing plate oil /water separator shall be designed based on the following criteria: The design flow rate for determining the quantity of runoff to be treated, and the required plate area, shall be the peak rate of runoff (Q„ from the tributary drainage sub -basin proposed developed conditions. Q„, is determined using a water quality design storm event (computed using the methods described in Chapter 3: Hydrologic Analysis) having a total precipitation (P,.„, where is one -third of the 2 -year, 24 -hour total precipitation (P2 /3, P2 is obtained from Figure 3.5.1 C). This water quality design storm event approximates the runoff from the mean annual storm event. (2) Peak runoff in excess of Q„, must bypass the coalescing plate oil /water separator vault. A mechanism must be provided at the bypass point to take the separator "off - line ". (3) Coalescing plate oil /water separators shall treat runoff prior to discharge to special water quality control and /or peak rate runoff control facilities. Hydraulic analysis and design standards for coalescing plate oil /water separators are described in Section 4.6. 1 6 2,01%1 /hr (13) = 0.0fv1 1 h✓• w 1.3.6 -1 11/92 Project Info Protect Address l c CE:it■ I 1 lF t2k. Applicant Name: F-IM Z �► Applicant Address: I S NI. leo • MALL Si •- Applicant Phone: , oat. �• 2J•� For Building Department Use Project Descrivtion 0 New Building 0 Addition Air J [Compliance Option 0 prescriptive .:IirUghting Power Allowance 0 Systems AltabiTOCEIVED (See Oualification Checklist (over). Indicate Prescriptive & LPA spates dearly delltslaCV TUKWILA Alteration Exceptions (check appropriate box) 0 No changes are being made to the Nghting MAY Q2.1997 0 Less than 60 % of the tbdures are new, and installed Ngtiting vrstfags is not p stied I �t7 O" TCA Maximum Allowed Lighting Wattage (Interior) Location (floorhDom no.) Location 1.,r R . " From Table 15-1 (over) - document as exceptions taken from footnotes Total Allowed Watts Proposed Lighting Wattage (Interior) (May not exceed Total Allowed watts for interior) Location pod °om no.) Fixture Description Total Proposed Watts may not exceed Total Allowed Watts for Intend Total Proposed Watts Maximum Allowed Lighting Wattage (Exterior) Covered Parking Open Parting 2� rs. osrerze .,�- Outdoor Areas ocation 1994 Washin • on State Nonresidential Ens Occupancy Description Description Note: for building extenor, choose either the facade area or the perimeter method, but not both) Fixture Description Total Proposed Watts may not exceed Total Allowed Watts for Extenor Code Com • fiance Form Allowed Watts per ft r�5 • �s Allowed Watts per 1t or per K 0.2 writ' 0.2 W /fi 0.2 W/R Bldg. (by facade) 0.25 W/ft Bldg. (by Perim) 7.5 WAf Proposed Li • hting Wattage (Exterior) (May not exceed Total Mowed Watts for Exterior) Number of Fixtures Area in frs 3©::, 0 41 Area in ft (or If for perimeter) • Total Allowed Watts Watts/ Fbdure Total Proposed Watts Alowed x Area 4142. I cc, �S Ote Allowed Watts a Ile 3 (or a If) Watts Proposed Keith Holmquist Cascade Container Corporation 1232 Andover Park West Seattle, WA 98188 Building Permit No. D97 -0048 City of Tu . Z a John W. Rants, Mayor Department of Community Development . ,Steve Lancaster, Director Dear Mr. Holmquist: The City of Tukwila Building Division has granted your six (6) month extension request for the above 'referenced permit for Cascade Container. This one time extension will expire on January 4, 1999. We will update our records to indicate the extension. I apologize for the delay in responding to your request. If you have any questions, please contact our office at (206)431 -3670. Sincerely, 6' in Building Official xc: D97 -0048 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 Duane Griffin, Building Officer. Re: Permit #D97-0048 Dear Mr. Griffin. Keith Holmquist :i''::;:::-.'-'::::::.',-:.?- Perm Center Of ,rse TP nte- , -, . r,'' .i.-ii,...4'.:;,, .--.4.;.:-....:` , , f ,, ,:,:,,,„,:,,<,...i,;6im - it. , -,.. ; „- - - - . .. ., ...., .. .., , ... ,-.-.,,,!':(16 sOu .--- •- 6.v.88 -... •.-.'----'.--,,_-.-.,- -- tncenter i .p].ta • - •: ‘ , .,.. : . ‘, . : ..., ,. .. , ...,,., , , , „..,,,.,,i..,,,...,,,.. ,,... ,., Cascade Container is requesting, a 6 month extension to the above referenced permit.' • 1232 ANDOVER PARK WEST, SEATTLE, WASHINGTON 98188. 206/575-4900 • 206/575-4640 (FAX) The reason for the request has been due to the break down: • in negotiations between cascade Container and the owner of the building. We currently have every reason to believe that these issues are very close to being resolved. This would allow continuation of the project in 60 to 90 days, which would complete this within the extension time frame. .• Thank you for your consideration in this Matter. 'Sincerely, 6 •361-NA. PERMIT CENTER • RECEIVED WY OF TUKWILA JUN 1 9 1998 October 1, 1997 • Mr: Duane Griffin Building Officer City of Tukwila - 6300 Southcenter Blvd. Tukwila, WA 98188 LAS CLUE CONTAINER C. O R • OR AT 10 N ._ -i pg/ cve-t Pv-A) p), gy- . Cascade Container Corporation (CCC) is in the process of moving its production facilities r from Kent to Tukwila. This process began in October, 1996, and there have been numerous kl delays and setbacks. We would like to address one of the issues and submit a proposal for your consideration. Dear Mr. Griffin: We met with Mr. Dave Larson the week of September 8, 1997, at our future production site at 1232 Andover Park West, to discuss the possibility of occupying the building for manufacturing before the completion of the office space. At that meeting, Mr. Larson noted that the building does not have an emergency exit on the east wall, as required by code. This wall extends approximately 205 feet. The drawings Mr. Larson had in his possession include this door, but apparently it was never installed. Because of the time involved in having an engineer inspect the wall and draw up plans to cut through the wall and install a door, we propose the following: CCC will install a chain link fence running east to west the width of the building, 25 �K�0- feet from the northern wall of the building. This fence will prohibit access to the • northernmost 25 feet, and thus at no time will any worker be more than 200 feet from lta►^ an emergency exit. The chain link fence will remain in place until a permanent emergency exit is installed. Cascade Container Corporation will work with the building • owners to have a permanent emergency exit door installed as soon as possible. -j, This proposal would bring the work area up to code regarding emergency exits on a temporary and, eventually, permanent basis. However, if necessary, as an additional safety measure we propose: On the east wall CCC would install a staircase from the manufacturing area to the ground that would be accessed through an existing freight door. The staircase would be anchored to the concrete to ensure our employees' safety in the event of an emergency. The freight door would remain unlocked during the hours of plant operation. 21844 76TH AVENUE SO., KENT, WASHINGTON 98032 206/395 -0135 • 206/622 -9140 (SEATTLE) • 206/395 -0137 (FAX) RECEIVED CITY OF TUKWILA OCT 0 61997 PERMIT CENTER PAL arkE: Steffan Page .2 We are asking for ..your immediate attention to this proposal. Our present landloid has notified us that we must be moved no later than October 31, 1997. What began in October, 1996, .: hascome to acrisis`point as we struggle to resolve many issues regarding'our new manufacturing and office space. " We appreciate your attention to this urgent matter. We, look, forward to working; with you.. o resolve this issue : If you have any additional questions, we can be reached at 395 -0135 RECEIVED CITY OF TUKWILA OCT 061997 PERMIT CENTER. JJS /sal City of Tukwila Department of Public Works TO: Permit Center FROM: Public Works Engineering DATE: May 13, 1997 SUBJECT: Cascade Container 1232 Andover Park West Project No.: P97 -0021 Permit No.: D97 -04443 0 O y Contact Person: Paul Sammon Phone: (206) 329 -9900 • NOTIFICATION OF UTILITY PERMIT ACTION Fire Loop (DDCVA installation and relocation of the existing water meter) f CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance (with copy of application) TOTAL: $50.00 - John W Rants, Mayor Ross A. Eamst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON MAY 13, 1997: PERMIT FEE Storm Drainage $25.00 $25.00 Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431 REVISION SUBMITTAL DATE: ' � � PLAN CHECK/PERMIT NUMBER: D c77 °D yg PROJECT NAME: CasCac CO/ /r}(f CO PROJECT ADDRESS: /r) (59 f P/< V V CONTACT PERSON: CITY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAVL- Ma) PHONE: — g 1(C::) l �r � _ T REVISION SUMMARY: a OV SHEET NUMBER(S) "Cloud" or highlight all area of revisions and date revis ons. SUBMITTED TO:---2.6>10,1 Bldg. Planning Fire -S. RECEIVE. CITY OF TUK'A'it MAY 0 21997 PERMIT CEN Public Works nt¢ �r. NS¢ I <.ttRV41.:t'wrik.RU1Y�.cV+M�..W �� CITY USE ONLY 3/19/96 pMtl March 25, 1997 Mr. Paul Sammon Kurt Jensen Architects 3131 East Madison, Suite #200 Seattle, Washington 98104 Dear Mr. Sammon: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D97 -0048 Cascade Container Co. 1232 Andover Pk W Sincerely, Kelcie J. Peterson Permit Coordinator Enclosures File: D97 -0048 City of Tukwila FILE COPY John W. Rants, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Building Division and the Public Works Department At this time the Fire Department and Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431.3665 A DATE: March 17, 1997 PROJECT NAME: Cascade Container City of Tukwila Department of Public Works PUBLIC WORKS DEPARTMENT COMMENTS PROJECT NO.: P97 -0021 PLAN CHECK NO.:D97 -0048 Plan Reviewer: Contact Joanna Spencer at (206) 433 -0179, if you have any questions regarding the following comments. John W Rants, Mayor Ross A. Eamst, P. E., Director 1) Please show and label all existing streets and City installed sidewalks in the vicinity of the building (see attached). Driveway locations on sheet A -1.1 currently do not match the field conditions. 2) Show the location of the existing fire vault on Andover Park East as well as all fire hydrants in the vicinity of the property. The existing fire vault contains a single detector check valve and a domestic water meter. 3) Applicant shall submit a plan detailing the replacement of the existing single detector check valve with a State Department of Health approved double detector check valve assembly. The plan shall also detail the relocation of the domestic water meter to its own meter box somewhere within the planting strip behind the existing sidewalk. The domestic water meter cannot occupy space within the fire vault. 4) A bioswale or a coalescing plate oil /water separator shall be installed in the existing parking storm drainage system and shall meet or exceed the King County Surface Water Design Manual specifications. Size of the coalescing plate oil /water separator shall be determined by a licensed civil engineer utilizing the King County Surface Water Design Manual. Applicant shall submit a storm drainage site plan showing all the existing storm drain catch basins and location of the proposed water quality feature. Items 23 and 24 shall be prepared by a licensed civil engineer. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 • Fax: (206) 431.3665 • BUILDING DIVISION COMMENTS DATE : February 25, 1997 PROJECT NAME : Cascade Container Co. tenant improvement application PERMIT APPLICATION NO : D97-0048 PLAN REVIEWER: Ken Nelsen, Plans Examiner (206) 431-3670 Building Division approval for the installation of wheel chair lifts requires additional documented evidence on the following: 1) It must be demonstrated how the construction of an access ramp is infeasible per U.B.C. Washington State Amendment Section 1105.3.2,#4. 2) If a ramp or other means of access is shown to be infeasible, the wheel chair lift must be capable of independent user operation, U.B.C. State Amendment 1105.3.2 last paragraph. Provide a plan verifiable light budget of watts per square foot complying with Washington State Energy Code Section 14. Identify on the plans the extent of insulation in the mezzanine area. For example, will the ceiling of the lower enclosed area be insulated or will the insulation envelope include the new upper storage area? 4. Provide on the plans the base requirement for mechanical ventilation of new and altered rooms or spaces as required by Washington State Ventilation and Indoor Air Quality Code. Section 101.3.1.2. No further comments at this time. • „ . `. • March 17, 1997 City of Tukwila Fire Department Fire Department Review . Control # D97 -0048 Re : T. I . at CASCADE CONTAINER CO, 1232 ANDOVER PR W Dear Sir: FILE COPY John W Rants, Mayor Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1-6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Fire Department City of Tukwila Thomas P. Keefe, Fire Chief halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) Maintain fire extinguisher coverage throughout. 2. No point in an unsprinklered building may be more than 150 feet from an exit, measured along the path of travel. (UBC 1003.4) No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1004.2) 3. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. 4. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1013.1) When two or more exits from a story are required and when two or more exits from a room or an area are John W Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Page number 3 required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 1013.3) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1013.3) 5. Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1012.1, 1012.2) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batterL.es or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 1012.2) 6. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 4.1.3.2.1) 7. Maintain hose station coverage per City Ordinance #1742 and N.F.P.A. 14. Addition /relocation of walls or partitions may require relocating and /or adding hose stations. 8. An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1742) John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 Page number City of Tukwila Fire Department requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be . properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 701) The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8 -B of The Uniform Building Code. (UBC 804.1) 14. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers shall contrast with their background. (UFC 901.4.4) Thomas P. Keefe, Fire Chief Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439 The Tukwila Fire Prevention Bureau Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 57$4439 DEPARTMENT OF LABOR AND INDUSTRIES _ - REGISTERED AS PROVIDED BY LAW , AS CONST CONT GENERAL tr"-Y REG I STRAT WN,r ?e OEFFEctrvE,-,pATE*AiVAllit • - ANDERSON RICHARDSON HARTLEY 14400 BEL-RED RD #203 BELLEVUE WA 98007 NAN M �1 NT Ll iL1 o I I _ 1 C r' r I� NOTES M OO NO MATERIALS OR PRODUCTS CONTAINING ASBESTOS ARE TO BE UTILIZED IN THIS PROJECT. NO PRODUCTS ARE TO BE UTILIZED IN THIS WORK THAT WILL REQUIRE SPECIAL INSPECTIONS OF HAZARDOUS MATERIALS SHOULD THEY SE REMOVED. ALL CONSTRUCTION SHALL CONFORM TO THE 1994 EDITION OF THE UNIFORM BUILDING CODE. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THESE PLANS 4 ANY PROJECT SPECIFICATIONS. BUILDING SECTION SECTION IDENTIFICATION LOCATED ON SHEET_ T SU TTA rin MD Tip ILE; O I! - 0 L AND ANGLE CENTERLINE DIAMETER OR 0, ) E L I AT TA LOCATION: ZONING: OCCUPANCY. CONSTRUCTION: SITE AREA: BUILDING AREA: PARKING PR:OV'D: EXISTING STALLS: NEW STALLS: TOTAL: TUKWILA, WASI- IINGTON T.U.C. B III (SPRINKLERED) 92,539.1 SF. 45,060 SF. 42 STALLS 6 STALLS 48 STALLS rui OWNER: JJAN ER ENTERPRISES 1420 N.W. GILMAN W. SUITE [854 ISSAQUAH, WASHINGTON 98021 PH:(206) 313 -0235 FAX:(206) 313 -5916 CONTACT: ERIC JOEL FL ARCHITECT / PLANNER: KURT R JENSEN 4 ASSOCIATES 3131 EAST MADISON SUITE °200 SEATTLE, WASHINGTON 98112 PH:(206) 329 -9900 FAX:(206) "_"25-1055 CONTACT: DAN RASMUSSON CIVIL ENGINEER SUBDIVISIONS WEST INC. PS. 8105 CANYON W. E. PUYALLUP, WASHINGTON 983"11 P- 1:(206) 539 -1448 FAX: (206) 539 -3639 CONTACT: ROBERT CARS elFZJCTURAL ENGINEER: HUDSON < ASSOCIATES 1605 12th AVE. SUITE .1S SEATTLE, WASHINGTON 95122 P-4:(205) 324 -6160 FAX: (206) 324 -5245 CONTACT: CHUCK MORRIS LLO I / 7- - �� 9 GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS. IN THE EVENT OF CONFLICTS OR CHANGES BETWEEN DETAILS OR BETWEEN THE PLANS 4 SPECIFICATIONS, NOTIFY THE ARCHITECT IMMEDIATELY. FINISH FLOOR REF. DATUM EQUALS C 0' - 0" ). REFER TO TOPOGRAPHIC SURVEY FOR ACTUAL SITE ELEVATION. ALL DIMENSIONS ARE TO FACE OF CONCRETE, MASONRY, FACE OF FRAMING OR COLUMN CENTER LINES UN.O. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WOOD PRESSURE TREATED WOOD OF ANY SPECIES OR FOUNDATION GRADE CEDAR OR REDWOOD. ALL MARKED BY AN APPROVED TESTING AGENCY. ALL WOOD FORMS USED FOR CONCRETE, IN THE GROUND OR BETWEEN FOUNDATION SILLS 4 THE GROUND SHALL BE REMOVED. PROVIDE HORIZONTAL FIREBLOCKING IN ALL FRAME WALLS AT 10' - 0" O.C. / WHERE FRAME WALLS PENETRATE CEILING. FIREBLOCK IN ACCORDANCE WITH U.B.C. SEC. T0S -111, 114. ENCLOSED ATTIC SPACES SHALL BE DIVIDED INTO HORIZ. AREAS NOT EXCEEDING 9000 SF. WITH THE GREATEST DIMENSION NOT TO EXCEED 100 FEET. THESE AREAS SHALL BE DIVIDED BY PARTITIONS EXTENDING FROM THE CEILING TO THE UNDERSIDE OF THE ROOF DECK ENCLOSED SPACE (SEALED) BETWEEN FLOOR t CEILINGS SHALL BE DIVIDED INTO HORIZ. AREAS NOT TO EXCEED 1,000 SF. THESE AREAS SHALL BE DIVIDED BY PARTITIONS EXTENDING FROM THE CEILING TO ROOF OR FLOOR MATERIAL SHALL BE 5/5" GYP. BD. OR 3/5' PLYWD_ OPENINGS IN PARTITIONS SHALL BE PROTECTED BY SELF CLOS. DRS. 3ITH AUTO. LATCHES, PER UB.C. 2516/F/4,13/111/EXCEPTION. PROVIDE (I) 2A -10BC FIRE EXTINGUISHER (WALL MOUNTED) FOR EACH 3000 SF MAX AND WITHIN 15' OF ALL LOCATIONS IN LEASE SUITE UNLESS DETERMINED OTHERWISE BY FIRE MARSHALL MOUNT e +5' - 0" AFF. PROVIDE A FLOOR OR LANDING NOT GREATER THAN -." BELOW THRESHOLD AT ALL DOORWAYS_ TOILE' ROOMS SHALL HAVE SEPARATE AND INDIVIDUAL EXHAUST SYSTEMS IN A SEPARATE SHAFT. (SEE SEC. 1102.1 UF1.G. t W.SE.C.) TOILET ROOMS MAY BE UNDER COMMON SYSTEM, IF SYSTEM HAS NEGATIVE AIR PRESSURE IN ALL DUCTS, DAMPER 4 INSULATION REQ'D. ALL ROOMS OR AREAS HAVING AN OCCUPANT LOAD OF 50 (1500 SF OF RETAIL SPACE) OR MORE SHALL HAVE AT LEAST 2 EXITS TO THE EXTERIOR OR TO AN EXIT CORRIDOR ( ONE -HOUR CONSTRICTION). ( UB.C. 1003.' ) EXITS SHALL HAVE A MIN. SEPARATION OF ONE HALF THE MAX. OVERALL DIAGONAL OF THE BUILDING OR APES SERVED, MEASURED IN A STRAIGHT LINE BETWEEN EXITS. ( UB.G. SECTION 10033 ) EXPOSED INSULATION MATERIALS INCLUDING FACINGS AND VAPOR BARRIERS, SHALL HAVE A FLAME SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY NOT TO EXCEED 450, OR SHALL BE IN SUBSTANTIAL CONTACT WITH THE WALL OR DEILING SURFACE FINISH. (UB.C. SECTION 1013) ELECTRIC RESISTANCE HEAT IS NOT ALLOW€OUNLESS THE WASHINGTON STATE NON - RESIDENTIAL ENERGY CODE COMPLIANCE FORM IS REVISED. L iMIT AIR LEAKAGE PER WSE.C, SECT. 1314. OFFICE < 101 1A2 be' -P�'� 950 SOFT. 3 �< WALL SECTION SECTION IDENTIFICATION LOCATED ON SHEET_ DETAIL DETAIL IDENTIFICATION LOCATED ON SHEET INTERIOR ELEVATION ELEVATION IDENTIFICATION LOCATED ON SHEET ROOM ST MBOL ROOM NAME ROOM NUMBER ROOM MATERIAL CODES let No FLOOR/BASE 2nd No WALLS/WAINSCOT 3rd No CEILING CEILING HEIGHT SQUARE FOOTAGE GRID MARKERS LETTERS IN ONE DIRECTION NUMBERS IN THE OTHER DOOR SYMBOL DOOR NUMBER WALL SYMBOL WALL IDENTIFICATION WINDOW SYMBOL WINDOW IDENTIFICATION NORTH ARROW I- I ROUND PERPEND r POJND OR NUMBER AB. ANCHOR BOLT ACOUS. ACOUSTICAL AFF. ABOVE FINISH FLR AGGR AGGREGATE ALUM. ALUMINUM ANOD. ANODIZED APPROX. APPROXIMATE ARCH. ARCHITECTURAL ASPH. ASPHALT BD. BLDG. BLK- BLK'G. BM. SOT. BIER CAB. CB. CEM. CH. CU. CLG. CLR C.O. COL. C ONC. .ANN. CONSTR. CONT. C.T. CTR CTSK DBL. DEPT. DET. DIA. DIM. ON. DR D.S. DUG. E. EA. E.IES. E.J. EL. ELEC. ELEV. ENCL. E.P. BOARD BUILDING BLOCK BLOCKING BEAM BOTTOM BUILT UP ROOF CABINET CATCH BASIN CEMENT CHANNEL CONTROL .;DINT CEIL':NG CLEAR CLEAN OJT COLUMN CONCRETE CONNECTION CONSTRUCTON CON I INUCUS CERA lC TILE CENTER COUNTER SUNK DOUBLE DEPARTMENT DETAIL DIAMETER DIMENSION DOWN DOOR DOWNSPOUT DRAWING EAST E ACH EXTERIOR INSULATION FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR ENCLOSURE ELECTRICAL PANEL Ea EQUAL O.C. EQUIP. EQUIPMENT O/ EXIST. EXISTING OPP. EXPO. EXPOSED EXT. EXTERIOR PL. FURNISHED BY OWNER PLYWD INSTALLED BY COST'S. PP. FD. FLOOR GRAIN PLAM FE. PRE EXTING- UISHER F.H. FIRE HT" DRANT FIN. FINISH FLASH. FLASHING FLR FLOOR FLUOR FLUORESCENT FOUND. FOUNDATCN FRM'G. FRAMING FT. TOOT OR FEET FTC. FOOTING FURR FURRING GA. GAUGE GALV. GALVANIZED G.G. GENERAL CGNTR GL. GLASS CND. GROUND GR GRADE GP. GROUP G.WB. GYPS, WALE BOARD GYP. G °SUM F.O.I.C. HDWR HDCP. HDWD. HB. H.C. 1-IP. HORIZ. HR HT. INST. 'NSTALLATION INSUL. IN uLA "ON INT. INTERIOR LAM. LB. LOC. MATL. MAX. MFR M.H. MECH. MIN. MISC. MTD. MTL. N. N.I.G. NO. NITS. HARDWARE HANDICAP HARDWOOD HOSE B!BB HOL_O,L CORE HOLLOW METAL HORIZONTAL LOUR HEIGHT LA NATED ° OND LOCATION MATERIAL MAX MJM MANUF'CTuRER MANHOLE MECHANICAL M!NIMJM MISCELLANEOUS MOUNTED META NORTH NOT IN CONTRACT NUMBER NOT TO SCALE R RD. REC. REF. RE INF. REQ'D. RM. S. S.C. SCHED. SHT. SHT'G. SIM. SPEC. SQ. STD. STL. STOP STRUC. SUSP. 6.4 V. SVC.. SYM. 5/UJ T. T.G. TEL. T. G. THK T O.P. T.P. T.W. TY P. UB.C. UNF. LION. WD. EDW. W/O W.P. W.R WSCT. WT. ON CENTER. OVER OPPOSITE PLATE °•__T WOOD POWER POLE PLASTIC LAMINATE RADIUS OR RISER ROOF DRAIN RECOMMENDED REFERENCE REINFORCED REQUIRED R00m SOUTH SOLID CORE SCI-!EEDuLE SHEET SHEATHING S M'LAR SPE C'FICA - TONS SQ:LRE STANDARD STEEL STORAGE S'RuC'uRAL SUSPENDED STAIN AND ✓A4'7N'S-' SEE VOE S, m+ETR,O,AL SIDEWALK TREAD TOP OF CURB TELEPHONE TON AND GROOVE THICK "OP OF PATE 'OF OF PAVEMENT 'OP OF WAIL_ PEAL UNIFORM B I_DING CODE UNFINISHED JNLESS OTHERWISE NOTED VERT. ✓ERTCA.L LEST WTH WOOD WIND0.4, W THOLIT WATERPROOF WATER RESISTANT WAINSCOT WEIGHT -PARATE PERMIT ,LQUIRED FOR: M ECHANICAL LECTRICAL LUMBING PIPING C TUKWILA BL,. ■ DIVISION A-0. COVE SHEET A -s. STE PLAN A -2.1 FLOOR PLAN A-2.2 ENLARGED FLOOR 'PLAT, A REFLECTED CEILING PLAN A -4.1 ROOF PLAN A -5.; EXTERIOR ELEVATIONS • DETAILS S -` FRAMING PLAN S -2 SECTIONS • CIVIC. PLAN C2 DETAi THAT PORTION OF GOVERNMENT LOT 1, SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: FILE COPY Plan h .TL that the !u'1 ,�-I16 t8 errors t eP o 1 \ S o in pp -I aue� � c.. dues Erclardoca, Pecelp, !opted code or rov, , ,:1 ITS : i Kl . \ ., _ _,ocs copy vi apP 11 j Oata - G i Don-ooyg BEGINNING AT THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 1: THENCE N 87'44'00" W ALONG THE NORTH LINE OF SAID GOVERNMENT LOT 1 A DISTANCE OF 949.49 FEET, THENCE S 01'51'39" W A DISTANCE OF 1,010.88 FEET TO THE TRUE POINT OF BEGINNING: THENCE CONTINUING S 01'51'39" W A DISTANCE OF 275.25 FEET TO THE NORTHERLY MARGIN OF SOUTH 180th STREET: THENCE WESTERLY ALONG SAID NORTHERLY MARGIN AND ALONG A CURVE TO THE RIGHT, THE CENTER OF WHICH BEARS N 09'20'00" W, HAVING A RADIUS OF 270.00 FEET, AN ARC DISTANCE OF 96.18 FEET, THROUGH A CENTRAL ANGLE OF 11'29'51 ": THENCE N 87'50'09" W ALONG SAID NORTHERLY MARGIN A DISTANCE OF 729.42 FEET: THENCE NORTHWESTERLY ALONG A CU RVE TO THE RIGHT HAVING A RADIUS OF 50.96 FEET, AN ARC DISTANCE OF 19.35 FEET THROUGH A CENTRAL ANGLE OF 89'08'21" E A DISTANCE OF 393.00 FEET TO THE TRUE POINT OF BEGINNING. RPtI 9 5 7 i'tAY 1 RECEIVED CITY OF 7UKWIU4 MAY II 2 19 PERMIT CENTER 3833 _ 8 !FGISTERED 1 /�1�� ARurfiTECT Ku R P,. J NSEN I 10 DESCRIPTION PUBLIC WORKS DEFT. COMMENTS ava r' '"� v� IF. l cl 1 • PER PLAN 4' -0" g PARING PAINT SYMBOL - — -- WI 4" WHITE STRIPE A — CONC. FOOTNG �� 1-I.C. PARKING SIGN J NTS 2.810.014A NEW CC RETAIN GRID FOR LAYOUT ONLY NOT TO ESE PANTED � 9 I- IANDIGAT SYMBOL NTS 3/4 " =!' -0" 2510.053 dG W - -- - CURB, SIDEWALK OR A1 EDGE OF WHEEL STOP 4" PANT STRIFE (2 COATS) A STANDARD STALL NTS 2.510.042 \ I' -0" WIDE STRIPING PAINT (WHITE) TWO (2) COATS GROSS WALK- 1/2 " =1' -0" 2194P02 0 I . L-_ 3 — 4' -8" = 5' -6" 1 -I8" BFF. 11211111=111•117% HA 1 EJ. E d . i y 5J. - ' U e= S.J. m 9 I J I _.0 m"I j FIN. FL XIST. WAL IM °F£ CONC. W/ A -SLI PATTERN, 1 5YP STOP P EXIST. STAI IL 4 CONC. LAND) 5HADED ARE W ON � RELOCATE EXIT. WA R R FROM FIRE VAT T BOX OUTSIDE OF VAULT - CIVIL DUl. FOR a�DD'L ATION 1 I IST. FIRE VA OVE a REPLACE IST. INGLE DETECTOR CK ALVE W/ A DOUEILE DETECTOR CFI C VALVE l \� T W .SDN. TANDARDS- CIVIL DWGS. FOR AD L INFO. XIST. FH.— / EXIST. FD.C. TER I J NEW CITY NST ED_L CONC. APRON DRIVEWAY APPROACH 4 $IDEW , TYPICAL I AIL I2 "— 0 „ NOTF/. r °FOf3.1 DRAINAGE SYSTEM \ - - -� SHOLLN IS EXI SEE CIVIL DLLGS. FOR ADM.. INFORMATION, TYP. 2 AIX I U II! TIffr Cf -- EXIST. LANDSCAPING EXIST. CONC. CURB— RE STRIFE EXIST. PARK'G STALLS AS NEEDED INSTALL COALESCING PLATE OIL / WATER SEFERATOR PER KING COUNTY SURFACE WATER DESIGN MANUAL SPECIFICATIONS - SEE CIVIL DW:aS. FOR ADD'L INFO. PATCH 4 SEAL EXIST. ASPHALT AS NEEDED - - NEW PA CING -- --� \ EXIST. RAMP S 88 W 33300' a _I o , / I-TAND (GAPPED RAMP / 1/4" =1' -0" T996PO4 - -6" DIA. CONCRETE FILLED STEEL POST, PAINT COLOR (P -I) BOLLARD 3/4" =1' -0" 2.510.042 � I I � I rl GI INSTALLED 44 1 8 ��tt 1D IV�LLI4Y pR A l td � I . EXIS O" /U / OIL -�-- EXIST. CONC. C -- I EXIST. ILANDSCAPNG — / T F C6R5 � TO BE I�EhtOV �� // L/ // i I I I Q`I l EXIST. STOk7'1 I ` -- WATER SYSTEM, TYP. �. 1 \ — —RE-— � ---1- - 4 "S?. - - - - —� 4" S. \C8 ` � �._.. -\ c8. \ GB. ® - - - — PE EXIST A - _ PARYCIN3 AS NEEDEC - - -4. EXIST. CONC. OURS / I - fi EXIST. LANDSOAPING V I W AREA im TENANT IMPROVEMENT N 81 W 2RW4p S 88•08'21" W 333.00' -501.1114-- 180th- - STREET 1 - - EXIST_ WARE( -4OUSE 45,0(00 SF SITE FLAN fr SCALE: ciTV n� 4E, MAY ;1 198: PERMIT CENTER .C u) N N O U sr Dq 9 - 60//8 _ m CASCAZDE CON I fie I NEFR TENANT 11 TUKUJILA, LUASHINCxTQN FOR: JANNER ENTERPRISES FLOOR FLAN AZ -IFLP 1 /I6" 2/11/91 SUBMITTAL 3131 EAST MADISON SUITE 200 SEATTLE, WASHINGTON 98112 (2C)6)329 -9900 FAX:328 -7058 0 2 0 J tO tD U 0 S 2 N TENANT IMPROVEMENT PERMIT SUBMITTAL CITY OF TUKWILA SLOG. DEPT/ PUBLIC WORKS DEPT. COMMENTS © 995 WALL TYPES SEE FINISH SCHEDULE FOR ALL FINISHES EXIST. CONC. 2x8 P.T. PLATE w° 0.0 2x8 P.T. PLATE 4 6 ° TYPE 7C GLUE). BOTH SIDES 2x6 P.T. PLATE W° Oc ' PANEL /► ♦ ♦ „��� S° oc. II K s^ C. r r rrr rr ta1Tl ♦ " Tl./T1,1 r rrr 1 W A. � II,�TIT ♦ r� G 40° TYPE 'X' G.WB. � BOTH SIDES " O S 2x4 T UDS INSTEAD 2x6 STUDS ®16" 0.C.- PROVIDE 5 /S" TYPE "X" WA G.IUS. • BATHROOMS TO UNDERSIDE OF ROOF PECK OF . ' 11 I��� . . T l LTi li,N itl 11 .rr i" V 1 - — ' INSUL. 1 °i" PLYWD. • WAREHBE. SIDE 4 i" TYPE 'X' U.W.B. - STAGGERED 2x6 STUDS, • 16" D.C. S BOUND ^� WALL \ -11 RIGID INSUL. Ui" CDX PLYWD. 4i° TYPE °X" G.W.S. 0/ VAPOR BARRIER STOP GJUS. 6" ASV. - 4TC. ® X � Glut. o ,4 SIDES 2x8 STUDS • 16" O.C. INSUL. %. T44 STAGGERED STUDS SID ES GAM. 2x4 • 16" O.C. 6" SOUND WALL , O BOUND !NSW-. WO TYPE BOTH STAGGERED STUDS - BATT - 'X' G.W.B. SIDES 2x6 - • 16" O.G. 8" BOUND WALL DESCRIPTION T1 TENANT IMPROVEMENT PSRMIT EUEMITTACI /id .o 'vale viii nIf11 d0 .LLIO E.LN WWO0'1d309OISOf11OI'19fkJ 3140 LE/IVE LE/I /9 l II giffill NOTE: VERIFY FLOOR FIN131-1 OF MEZZ. a STAIRS W/ GENERAL CONTRACTOR 12' -10" S' -11/2° STORAGE *2 II� 3A2 a I ra �o, - Yl' -5 V2" ��� o S' -5" • L I�r J HATa rv- I A 6". CONC. FILLED BOLLARD- TYP. (2) PLACES EXIST STAIRS TO REMAIN HALF WALL- 3 "x3" 3/16° BTL. POSTS W/ 4 i ° TYPE °X" GAS. W/ .4" OAK CAP —1_ -- 6'-10" 24' -2" 12' -0" CONFERENCE ROOM 9r0° 12' _0" OFFICE *3 13' -S 1/2° 11' -0 IR" PRODUCTION OFFICE IT -S" 21' -10° STORAGE *1 MEZZ. FIN. FUR" II -0" AFFt 203 2A2 9' -0" NOTE: VERFY FLOOR FINISH OF MEZL 4 STAIRS W/ GENERAL CONTRACTOR SCALE: 1/4" = I' - 0" NEW CONC. H.G. RAMP 1 EZZAN I NE FLAN / ! 0- --1- . STAIRS REMO NEVI CIIC. ulat. TOP R 1- 4ALL 1 NEW ROOF ACCESS LADDER W/ LOCK RELOCATE EXIST. HJll. HEATER TO THIS LOC. ELECT. CLOSET EXIST. CONC. PANEL ABOVE - SEE STRUCT. DUB. FOR ADD'L INFO. 21' -10" FLOOR 1='L4N SCALE: 1/4" = I' -0" ECEI"EC CRV R OF Taw' MAY 0 2 1997 PERMIT CENTER DRAWN: PS CHECK: DR JOB NO: 9 96 SHEET: OF: 110 SH A -2.2 DESCRIPTION ELEC./ MECI-4. SYMBOL SCI4E. $ SINGLE POLE SWITCH .=& EMENCIENCY WALL LIGHTING INIT WITH BATTERY PACK 1 THREE WAY SWITCH 0 JUNCTION BOX L>--"--, 1 2x4 LAY-IN FLUORESCENT TROFFER 0^----- JUNCTION BOX N ACCESSIBLE LOC. W/ FLEXIBLE CCNDUIT CONNECTION TO LIGHTM OR EQUIP. AS NOTED .1111111i 1 ITI FLUOR BUJITCH SEPARATE , , RAINRENILLA424ELEMORR RECESSED INCANDESCENT O SIGN CIRCUIT 0 c DISPLAY CIRCUIT DOU-NLIHT - - SURFACE MOUNT INCANDESCENT 1 TELEPHONE OUTLET <> CEILING MOUNT INCANDESCENT J TELEPHONE OUTLET, RECESSED IN FLOOR =&> EXIT LIGHT, CEILING I-IUNG 0 U.L. LISTED RATE OF RISE SMOKE DETECTOR P , , ,,, ,iL , 474.1.. DUP CU 14, , 4 '26 PTITQ RE ELECTRICAL CIRCUIT BAKER PANEL 0 120 VOLT FOURPLEX OUTLET MAX. 4 PER 20 AMP CIRCUIT TELEPHONE PANEL 11 WO VOLT/ 20 AMP DEDICATED DUPLEX OUTLET 0 ELECTRIC WATER HEATER / TANK (1) 120 VOLT ISOLATED GROUND OUTLET MAX 4 PER 20 AMP CIRCUIT WALL MOUNTED FIRE EXTINGUISHER + IN VOLT! 20 41' IS El 14VAC SUPPLY FLOOR DUPLEX OUTLET Pil F4 VAG RETURN GRILL CABLE T.V. ROUGI4-IN • 484 AFF. 1 : 1 FIRE SPRINKLER . VOICE / DATA RCUGH-N 0 EXHAUST FAN VENT TO OUTSIDE CAPABLE OF ONE COMPLETE AIR EXCHANGE EVERY IS MINUTES 0 VOICE ROUGH-IN • 440 AFF. M INDICATES HOI TO PANF-UBOARD OR AS NOTED. CONDUCTORS "12 AWE MM CONDUIT V2 MR 175w UJALLPACK (D TI4ER1TAT CONDUIT TURNING UP Ell DISCCNNECT SWITCH- SIZE 4 FUSES PER MFR'S SPECS. CONDUIT TURNING DOER , T.V. WALL BRACKET ---. DESCRIPTION 1S._LIW9fl LIW'J3d 1N31.anO WI 1NVN31 / 's?C1'1s viir 1A dO .U.IO ..._ PUBLIC WORIC6 DEPT. COMMENTS 31VO L6/IVL L6/9UV - I II .1111111i SCALE: 1/4" = 1 7 7 MEZZANINE 1='LAN ,#) ED dD N 0 REFLECTED CEILIN SCALE: 1/4" = P-0" 0 C. cp =TEM. MAY 0 2 199? PERMIT CENTER ,#) 3833 REGISTERED ARCHITECT DRAWN: CHECK: JOB NO: V 4,40/r,, NSEN STATE 5WRRIU4GTSI %logo" SHEET: OF: 10 SHEETS 1 L - I r, iimi imi M. _ il r I M - 1 ri _ t i / E l <> ® CU11213. CLG. • 48 AFF. -(> 1111 r ,‘ /,\LF ,/ \ \ \ . I IIMEMERMIMMIII ■ i , - ' cLc' • -,EV-0 AFF. -(x), Iv + FA M ' _ II.. A \ /\ , Fld / MINIM Ilgmt-- li E ' oT= °L . , E. i 0 Em= In . , / 7 ' , "---.AGAMMENtia. . - NE mmi I_W_ OM -■_11 PM I _.■._ ® I_ eh 1 ® Mr FO E . I ■ 0 ■ • maim ,,_ my hd. . :,>,„,_ 0 1 Ei , wargim 1 SCALE: 1/4" = 1 7 7 MEZZANINE 1='LAN ,#) ED dD N 0 REFLECTED CEILIN SCALE: 1/4" = P-0" 0 C. cp =TEM. MAY 0 2 199? PERMIT CENTER ,#) 3833 REGISTERED ARCHITECT DRAWN: CHECK: JOB NO: V 4,40/r,, NSEN STATE 5WRRIU4GTSI %logo" SHEET: OF: 10 SHEETS 1 DESCRIPTION , TENANT IMPROVEMENT PERMIT SUBMITTAL /JAW VC1 - 161 vlirt Atu dO IAIO F - --- 81N344W00 '1d3O BrAiOf 1 OI1Arid - -- 31V0 L6✓IVL It.53/41/4_ II N2iVW 111101111 - SEALANT UNCURED FLASHING MEMBRANE ADHERED TO PIPE 4 MEMBRANE W/ APPROPRIATE ADHESIVE FLASHING EXTENDS 2" MIN. ONTO DECK SEAL EDGE OF FLASHING W/ LAP EDGE SEALANT EPDM MEMBRANE TUNED I" UP PIPE- T/ 3/4" PLYWD. SHEATH. EPDM PIPE FLASNINC 1 � N.T.S. DECK CLAMP ELASTOMETRIC MASTIC BELOW EPDM SHEET 8SSSP0S ROOF DRAIN BASKET PER SPECS. CLAMPING RING EPDM MEMBRANE 0/ 3/4" PLYWD. SHEATH. 2 � EPDM AT ROOF DRAIN N.T.S. SSSSPII ,111111,`�l`lllll�ll� � �llll`11�,/ .115 W���au ,lwuL .m= �:walltti�4taati`aVUUW�v a�u�uS'.y \�. CONC. WALL- EXPOSED SUIsrACE MUST BE WATERPROOFED CAULK W/ ELASTOMETRIC SEALANT ANGLE CLAMPING BAR WI SLOTTED ANCHOR HOLES FASTENERS IN EXPANSION SHIELDS COMPRESSIBLE ELASTO- METRIC TAPE TO SPAN IRREGULARITIES -- CURED OR UNCURED FLASHING MEMBRANE ADHERED TO WALL 4 MEMBRANE WI APPROPRIATE ADHESIVE EPDM MEMBRANE SEAL EDGES OF FLASHING W/ LAP EDGE SEALANT FASTENING STRIP APPLIED TO DECK OR WALL - FASTENED a 12" O.C. COUNTER FLA51.4ING FOR PARAPETS ` 3 N.TS. 8885P10 9 EXIST. ROOF CANOPY 571 EUC /gTl� ROq; BLOjoE 3 -4. Ak EXIST. PIPES - vERIFY LOCATION REMOVE EXIST. ROOF MEMBRANE, INSULATION 4 SHEATI.4 INSTALL EPDM ROOFYa MEMBRANE 0/ R -30 RIGID INSUL. 0/ 3/4" T4G PLYWD. SHEATH' SEE STRUCT. LEI i 4' DETAIL FOR ADD'L INFO Ark REMOVE EXIST. ROOF MEMBRANE, INSULATION 4 SHEATH'G.- INSTALL EPDM ROOF'G MEMBRANE 0/ R -30 RIGID !MEWL. 0/ 3/4" T4G PLYWD. SHEATH: SEE STRUCT. LETTER/ DETAIL FOR ADD'L INFO" REMOVE EXIST. ROOF CRICKET NEW VENTING 4 EX -FAUST FAN ■ NEW cR l RECEIVED CIT'/ OF TUKWILA MAY Q 2 1997 PERMIT CENTER DRAWN: PS CHECK: DR JOB NO: If w o t y r " piE i fi r 1 F il 9,- . itI tr 2 ' . 4 " Ig-1 ,o vo m m 2!ni wi i iop lg.: 14! 5 1,,, x u it ri t gi ! r i 1 D. sp A ti I0 oN:IF 2/11/9• TENANT IMPROVEMENT PERMIT SULIMITTAL or..6147;= 4/14/91 KT+ 22 PUBLIC WORM, DEPT. CO1M2NT6 222 03 2KtR C ! DOOR SGI-- IEDULE 3'- 0"x1' -0" 2'- 6 -0° 3'- 0 -0" 3'- 0'x1 -0" 3'- 0"x1' -0" 3'- 0 -0 4'- 0"x1' -0" 4'- 0 "xT -0° 3'- 0 "xl' -0" 3' -0 "x1 3' -0 "x1•_0 3' -0 "x1•_0" 3'- 0'ki' -0 3'- 0 -0" 3'- 0"x1' -0" 3'- 0 -0" 3'- 0°x1' -0" 3'- 0"x1 -0 3'- 0"x1' -0" SIZE/T1 or, or, or or or or or or, or or, or, or or, or, or, or, or or or ,TR,AL Sty 3 Stv Sty Sty S<V 84v Slv StV $tV Sty PAR. Sly Sly Sty S/V Sty Sly SIV Sty A PNT. Sly WZ I I I I I I I I I I I I I I I I I GLASS I I I I I I I I I I I I I I I I l l I I 1 H RR ATI NG 111111181g11111 1_11r-rizAi- Sty i Sly Sty Sty Sty Sty Sly Sly Sty Sty PNT. Sly Sly Sty Sty Sly S4V I. I Sty 3 PNT. Sty F IN I SI-I 141,WR GP A6.1 11 I 11 /, /A6.1 II A6.1 11 i Ab.f A6.1 I I A6.1 II A6.1 11 A6.1 11 II A6.1 11 A6.1 DETAIL 5 A6.1 5 A 5 1 5 A6.1 5 A6.1 5 X 4 /A6.1 A6'.l 5 A6.1 I6 I6 i A6_I Il A6.1 16 Ib A6.1 I I07 /A6.1 ib A6.1 I6 I6 SILL DEL DOOR DEL DOOR DEL. DOOR DEL. DOOR RILL SWING 2 t +3 n 1 .3 W/ RE -LITE (SEE USLDW. SCHED) W/ RE -LITE (SEE MOW. SCHED)I I LW RE -LITE (SEE LLNDW. SCHED)I I LW RE -LITE (SEE WNDW. SC -1ED� 1 LW RE -LITE (SEE WJDW. SCHED) i i W 1 H W ti* MARK DATE SCRIPTION 2/11/9• TENANT IMPROVEMENT PERMIT SULIMITTAL 4/14/91 CITY OF TLIKWIL AM-0G. DEPT/ PUBLIC WORM, DEPT. CO1M2NT6 ..... N In D93- 619"745 ij ' TUKUJI A, UJA81-1 INGTON CASCAIDE CONTA I NE TENANT I MIPROVEMENTS FOR: JA,NNER ENTERPRISES , EXT. ELEVATION FILE pa..IELE NWSV. i, No.ro, IIMMVIMM■ ..1■0.11■■■••••■••■1111■111•■••■111■ 1 rn < A El St W/ !MO W STRUCT. EXIST. KURT R. of ell &ASSOC IATES R H T SIENESE 3131 EAST MADISON SUITE 200 SEATTLE, WASHINGTON 98112 (206)329-9900 FAX:328-7058 F p 5 R J 1 F $." S tO t9 6 C) z -4 '-0 W/I No 1dlaOs3C] r V111W0119 11W2t13d 1NZW3AOZ1dIl 1N71431 I 91N:4407'1d3G 9 ] I'1f111d 31va L L8/IVL L644V4 MB NiJV II 2- 5 HORIZ. 4" CONC. SLAB -- ® LANDING 4- 5 HORIZ u STAIR tp WALL CONN. 1 1/2 " =1' -0" 6200.031 1/4" CHAMFER TYP. 5 • i8" EACH WAY EXIST. FN. FLR PROVIDE BACKING 1- 4ANDRA I L 6200113 W_ \ \\/ avr v / ( / 8" CONC. ANNG WALL � WALL 'm I-1-C. RAMP 3/4 " =I' -0" 1996P05 TOP STAIR 11/2" = t' -0" 6200011 V8" GUAGE RUBBER STAIR RISER -MATCH TREAD COLOR 2x TREAD EASE—J EDGE AT NOSING S � BOTTOM STAIR 1 1/2" = I' -0" 6200022 �c \ h\ \ \ . ( / / �e� G A RUBBER STAIR SKIRTING -(TRIM SKIRT TO MATCH HT. CF TOPSET BASE a TOP 4 BOTTOM LANDINGS) RUBBER STAIR TREAD -HEAVY DUTY LW SAFETY ABRASIVE STRIPS 3/4" PLYWD. RISERS 2x14 • 16" QC. MAX STRINGER NOTE: NAIL AND GLUE ALL TREADS AND RISERS 2x4 BRACING • E 48" 0.C.- ALTERNATE DIRECTION, CONNECT / TO ROOF STRICTURE / — METAL TRIM 5/8" TYPE "X' — ACOUSTICAL TILE CLG. PART„ WALL. 3 " =1' -0" 9250 .051 COVED VINYL EASE -- FLOOR FIN. PER ROOM FINISH SCHED. — EXIST. CONC. SLAB 20 WALL BASE 3 =1' -0" C 3 / STOREFRONT HEAD 3 "=p-0" 8.4 SEALANT EACH SIDE STOREFRONT JAMS 3 " =1' -0" 8.410.122 MEI NOTES,. �2 N.T.S. EXIST. CONC. PANEL J -MOLD NEW ANOD. ALUM. STOREFRONT SYS. CUT NEW .4 CHAMFER • JAMB L NSTALL.CLG. SYSTEM IN ACCORDANCE W/ UDC. S ANDARP 25 -2 (3 -151) ALSO SEE LIGHTING DUCT REQUIREMENTS 2. SUPPLY COMPRESSION STRUTS ADJACENT TO LATERAL BRACING POINTS U 4EIRE REO'D BY BUILDING DEPT. 3. SUPPLY ADDITIONAL 12 GA WIRES FOR LIGHT FIXTURES 4 AIR TERMINALS, INDEPENDENT OF GRID SUSPENSION SYSTEM. NEW ANOD. ALUM. STOIFI@ONT SYS. NEW CONC. SILL- EXTEND SILL TO OUTSIDE EDGE OF CHAMFER- SLOPE AWAY FROM WNDW. 9 4" WOOD SILL - STAN 4 vAfa'TlISH +3' -0" AFF. EXIST. CONC. PANEL STOREFRONT SILL 3 " =1' -0" 8.410.133a 12 GA. VERT. HANGER WIRE • 4' -0° OTC. BOTH WAYS LATERAL FORCE BRACING 4 EA. 12 GA. WIRE SECURED TO MAN RUNNER WITHIN 2° OF CROSS TEE INTERSECTION 4 SPLAYED 90' FROM EA :OTHER • 12' -0° O.C. IN BOTH DIRECTIONS W/ FIRST PONT WITHIN 4' -0° FROM EA. WALL. MAIN RUNNER CROSS TEE SEALANT 4 BACKER ROD EA SIDE, TYP. SUSP. CEILING EIRACINI 1 I-1R DOOR JAMB 3 "=1 -0" 8.110.022 I 44 RATED S � DOOR SILL I o ) 3 " =1' -0" 8210 .035 R; 3 =1 - 0 " 5° MAX. 2X4 STUDS OR 2X6 STUDS -REFER TO WALL TYPEs FOR CONDITION • EA. DOOR 5/5' TYPE 'X' GUM EA SIDE Nil. DOOR AND FRAME W/ SMOKE AND DRAFTSTOP GASKET, CONT. ALONG HEAD AND JAMB HM. DOOR 4 FRAME EXIST. CONC. SLAB CARPET - SEE FIN. SCI-ED. ALUM. REDUCER STRIP f 1 WOOD DOOR SILL — MAR RUNNER CROSS TEE PROVIDE L5" SPACE • WALL ACOUSTICAL TILE WALL ANGLE 8210 .031 12 GA. VERT. WIRE (TYP.) —3 TURNS MIN. (TYP) S" MAX. ATTACH MEMBERS • PERIMETER 4 TWO ADJ. WALLS ONLY px 1111111111111111111111111111111 9.510.001 DOOR JAMB 3" =1' -0'1 8210 .0224 WOOD DOOR 4-4EAD 3 " = - 8210 .011 1l 23 3" =1' -011 1/2" OAK TRIM SMOKE GASKET WOOD DOOR 4 FRAME WOOD DOOR SILL , 8210 .033 O 1, I NT. DOOR / WDW 8210.023 RE —LITE SILL 3 " = 1596P03 INT. WNDW. HEAD 3" =1' -0" 1996P01 SINGLE PANE GLAZING WOOD STOPS WD. SILL - STAIN 4 VARNISH •3' -0" AFF. V2" WOOD TRIM STAIN 4 VARNISH 5/8" TYPE "X° GLUB. RECEIVED CITY OF TUKWILA MAY 0 2 1997 PERMIT.CENTER 4 INT. WNDW. SILL 3 " =1' -0" 1996P02 OF: .10 SHEETS ■ n E \G- G -2 _° N NO REMEDIAL STRUCTURAL WORK REQUIRED FOR NEW OPENING. DO NOT OVER CUT CORNERS 6'- G CUT NEV. 6'x6' WINDOWS (5 PLACES) RE: ARCH. FOR LOCATIONS O 1ST FLOOR PLAN ■ A-2 2 4' -9 — i \ I \ I \ I \ I DOUBLE GERED 6 16 \I STUD WALL SHOWN /I THUS: \ -2x6 UK 16 "0C STUD WALL 3 l I \I I \ \ SHOWN THUS: r1 \ I I/ 1 11 1/ I/ I� 2x14 W 16 "00 STRINGER TYP. F- Ia LFDG,EiK. 7' -OY' E -2 11/2" PLYWOOD NOTES: 1) EXISTING SLAB I5 DATUM. 2) TOP OF FRAMING (BOTTOM OF PLYWOOD) IS 10'- 10 ABOVE DATUM. 3) GLUE & NAIL SHEATHING NAIL W /8d (.120 "0x244 ") RING SHANK NAILS ® 6 "00 EDGES & 10"0C FIELD, AND 0 4 "OC BOUNDARY AND AS SHOWN ON SECTIONS. 7I/ PLAN FRAMING -1M °. \I 0) -2 NOTE: HEADER 4x12 SHALL BE FREE OF SPLITS OR CRACKS. OR USE 31/2 x 11SN P -L. B -2 RECEIVED , 1gyi Cm OF TUKWILA MEZZ. FLOOR FRAMING PLAN ° 'e 021997 SCALE: 1 /a" = 1'-0" n1N Q', I PERMIT CENTER TEL (206) 324 -6160 FAX :(208) 324 -8248 RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1808 12171 AVENUE, SUITE 18 SEATTLE, WASHINGTON 98122 DRAWN: MIKE CHECK: c i - i u cK JOB NO: 9668 S) ''t Z ''! in In 0 0 +- 4 U l Q � 3 Lio OZ 4z a ty O r ," LL. 0NOP O N 0 wo I ZN r 0 r 0 E 3 G) I to W J M5 rOQ 0 1 UI � ICI 11 I � � � I n E \G- G -2 _° N NO REMEDIAL STRUCTURAL WORK REQUIRED FOR NEW OPENING. DO NOT OVER CUT CORNERS 6'- G CUT NEV. 6'x6' WINDOWS (5 PLACES) RE: ARCH. FOR LOCATIONS O 1ST FLOOR PLAN ■ A-2 2 4' -9 — i \ I \ I \ I \ I DOUBLE GERED 6 16 \I STUD WALL SHOWN /I THUS: \ -2x6 UK 16 "0C STUD WALL 3 l I \I I \ \ SHOWN THUS: r1 \ I I/ 1 11 1/ I/ I� 2x14 W 16 "00 STRINGER TYP. F- Ia LFDG,EiK. 7' -OY' E -2 11/2" PLYWOOD NOTES: 1) EXISTING SLAB I5 DATUM. 2) TOP OF FRAMING (BOTTOM OF PLYWOOD) IS 10'- 10 ABOVE DATUM. 3) GLUE & NAIL SHEATHING NAIL W /8d (.120 "0x244 ") RING SHANK NAILS ® 6 "00 EDGES & 10"0C FIELD, AND 0 4 "OC BOUNDARY AND AS SHOWN ON SECTIONS. 7I/ PLAN FRAMING -1M °. \I 0) -2 NOTE: HEADER 4x12 SHALL BE FREE OF SPLITS OR CRACKS. OR USE 31/2 x 11SN P -L. B -2 RECEIVED , 1gyi Cm OF TUKWILA MEZZ. FLOOR FRAMING PLAN ° 'e 021997 SCALE: 1 /a" = 1'-0" n1N Q', I PERMIT CENTER TEL (206) 324 -6160 FAX :(208) 324 -8248 RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1808 12171 AVENUE, SUITE 18 SEATTLE, WASHINGTON 98122 DRAWN: MIKE CHECK: c i - i u cK JOB NO: 9668 S) ''t Z ''! in In 0 0 +- 4 U l Q � 3 Lio OZ 4z a ty O r ," LL. 0NOP O N 0 wo I ZN r 0 r 0 E 3 G) I to W J M5 rOQ 0 1 UI � t NC311dIB 3S30 1 PERMIT SUBMITTAL I ' 31V0 L6 -ZL -Z WEI CONCRETE WAL: PANEL r1 RE: PLAN v EXISTING 6" CONCRETE SLAB 14" DOUBLE 2x8 TCP IQ EXISTING 6" CONCRETE SLAB SECTION A -2 SCALE U14" = 1' -0" SECTION E -2 SCALE: 3/4" = 1 -0" 8d ® 4 "OC 2x12 P.T. LEDGER W /Y� EX". BOLT 6 48 "OC LUS48 HANGER STUD WALL RE ARCH. A35 CO 32 "0C 1Ya" PLYWOOD 4x12 JOIST -- 2x12 BLOCKING B 48 "OC STUD WALL W /PPLYWOOD RE: B -2 RE: A -2 FOR BALANCE OF SECTION 8d B 4"OC STAIR WELL EXISTING 6" CONCRETE SLAB 8d B 4 "00 2x12 BLOCKING W/3 -16d TOE NAILS IYa" PLYWOOD 2 -16d TOE -NAILS EA. SIDE TYP. 4x12 JOIST `I2.5 2 ROWS OF 2x8 ® 18 "00 S TAGGERED Pa" G "P. BD. EOTH FACES W /6d COOLERS ® 4 "OC ALL STUDS & PLATES 4x12 JOIST H2.5 HEADER RE: PLAN 2x8 P.C. SILL B W /Vs 0 EXP. BOLT 48 "00 EXISTING \ 6" CONCRETE \1•l SLAB ll 6 SECTION F -2 SCALE: 34" = 1' -0" STUD WALL RE: ARCH. A35 ® 32 "OC 1143" PLYWOOD 1 PLYWOOD 4x12 JOIST 2x12 BLOCKING 48 "00 STUD WALL W/54" GYP. 8D. BOTH SIDES RE: A -2 (SINGLE LINE OF 2x6 CO SIM. SECTION) RE: A -2 FOR BALANCE OF SECTION SECTION B -2 SCALE: 3/4" = 1' -0" STUD WALL RE: ARCH. 8d W 4 "OC 2x12 BLOCKING W/3 -16d TOE NAILS STUD WALL RE: A -2 1/2" PLYWOOD W /10d B 4 "OC EDGES, 12 "OC FIELD. BLOCK ALL EDGES. RE: A -2 FOR BALANCE OF SECTION EXISTING PANEL ROOF LINE B EXISTING CONNECTION 1' -0" MIN. -NEW OPENING BOTTO / OF PAN EL SECTION G -2 SCALE: 14" = 1' -0" EXISTING CONNECTION RE: PLAN SECTION C -2 SCALE: 34 = 1 - 0 " 8d 0 4 "00 1143" PLYWOOD 4x12 P. T. W /3/4"0 EXP. BOLT ® 48 "00 EXISTING CONCRETE PANEL PC44 PC64 SECTION H -2 SCALE: 34" = 1' -0" 4 -16d TOE NAILS 1 il• EA. SIDE I SECTION D -2 SCALE: Ya" = 1' -0" 8d B 4 "OC 4 2x12 BLOCKING W/3 -16d TOE NAILS 1 PLYWOOD 4x12 JOIST H2.5 4x12 HEADER —" 114" PLYWOOD 2x12 BLOCKING 4x12 JOIST 2x TOP B 40 2 CON T. 4x6 POST WINDOW SILL RE: ARCH. CRIPPLE STUD 6x6 x 2' -6" 2x8 P.T. SILL t£ EXISTING CONCRETE SLAB 2x12 328 HANGER 2x14 STRINGER { GENERAL NOTE 1. ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE APPLICABLE UNIFORM BUILDING CODE (1994 EDITION). 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR THE BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 4. CONTRACTOR SHALL BE RESPONSIBLE FC;R ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. 5. CONTRACTOR - INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 6. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT. ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. CODE UNIFORM BUILDING CODE, 1994 LIVE LOADS: FLOOR.. .125 PSF (LT. STORAGE) SEISMIC ZONE 3 FRAMING LUMBER: 2 X 4 STUDS H.F. STND 2 X 6 STUDS D.F. -L #2 4 X 12 JOISTS & HEADERS.......D.F. -L.#1 LUMBER NOT NOTED TO BE D.F. #2 OR BETTER. ALL GRADES SHALL CONFORM TO WWPA GRADE RULES FOR WESTERN LUMBER MOST RECENT EDITION. ALL BOLTS HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. MAXIMUM MOISTURE CONTENT 19% AT INSTALLATION FOR ALL LUMBER. STEEL HANGERS TO BE SIMPSON OR APPROVED EQUAL. FASTEN ALL HANGERS AS SPECIFIED BY MANUFACTURER UNLESS SHOWN. PARALAM: PARALLEL STRAND LUMBER (PSL) MANUFACTURES BY THE TRUS JOIST - MACMILLAN CORP. IN ACCORDANCE WITH NER -292. PLYWOOD AND OSB: WALL SHEATHING 1/2 CD W/ EXTERIOR GLUE FLOOR SHEATHING 11/8" T & G UNDERLAYMENT GRADE W/ EXTERIOR GLUE...INDEX 60/48 GAP EDGES 1/8 INCH MINIMUM OR AS RECOMMENDED BY AP A. ALL PLYWOOD SHALL CONFORM TO U.S. PRODUCT STANDARD P.S. 1. CURRENT EDITION. NAILING SHALL BE AS INDICATED ON PLAN. CONTRACTOR IS TO CALL THE ENGINEER FOR OBSERVATION OF DIAPHRAGM PRIOR TO COVERING. INSPECTIONS: AN INDEPENDENT TESTING LAB APPROVED BY THE ARCHITECT SHALL INSPECT THE FOLLOWING (UNLESS MORE STRINGENT REQUIREMENTS APPEAR IN THE ARCHITECTURAL SPECIFICATIONS): EXPANSION BOLTS - PROVIDE TORQUE TESTING PER MANUFACTURER SPECIFICATIONS FOR ALL EXPANSION BOLTS. VERIFY SPECIFIED LENGTH AND DIAMETER OF BOLTS. SPECIAL CONDITIONS: CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD. OBTAIN ARCHITECT'S APPROVAL PRIOR TO ALL FIELD CHANGES. SEE ARCHITECTURAL DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR AND WALL FINISHES, ETC. KU��t �P�FRC�� Er RECEIVED CITY OF TUKWILA MAY 0 2 1997 RERM1T C €NTBR TEL (258) 324 -8160 FAX (208) 324 -8246 RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1805 12TH AVENUE, SUITE 18 SEATTLE, WASHINGTON 98122 DRAWN: CHECK: JOB NO: MOKE C1 --LICK 9668 SHEET: S -2 OF: 2 SHEETS EXIST. STAIRS N 87'50'9" S 88'08'21' W 333.00' 333.00' AREA OF TENANT IMPROVEMENT CURB APING EXIST. WAREHOUSE 45, 060 S. F 4" S. . 4" S. T. \\\ ND. i NEW CI INSTALLED CONC. IUPRON & ORIV APPROACH & SIDEWAL TYPICAL. EXIST. CULVE BUS STOP PAD EXIST. FIRE 'rAULT- REMOVE S REPLACE EXIST — SINGLE; DETECTOR CHECK V" -LVE W/ A NEW 00 - LE DETECTOR CHECK VALVE CONFORMING To, W.S. .H. STAND DS. EXIST. EXIST. F.D.0 METER NEW CITY INS ALLED CONC. &1PRON DRIVBWAY APPROACH & S DEWALKS. TYPICT EXIST. EXIST. EXIST TO BE DATE CONC LAND CONC EMOVE -C CT TO E ISTING 12' S ORM LIVE. 4 Cv 0 Q CURB - APING CURB REVISIDNS WAY - EXIST. LANDSCAPING EXIST. CONC. CURB- INSTALL CB TYPE 16 CUT EXISTING 12' STORM LINE INSTALL OVERFLOW PER DETAIL A C.B. (SHEET 2) m mi , ir� 10" S.T. Ili% INSTALL 8" GATE VALV\ I & COVER INSTALL COE PLATE. S OIL WATER SEPARATOR v PIPE MODEL 577 -6 -SA WITH INCLINE MODULE BY PURIFICATION INDUSTRIES OR APPROVED EQUAL. Z C.B. - PATCH & SEAL EXIST. ASPHALT AS NEEDED 15 0" y m C.B. SEE DETAIL B (SHEET 2) EXIST. WATERUNE () Afro -- BY SCALE AS INDICATED DATE 4/97 DRAWN WCS S 88'08'21" W DESIGN JRC CHECKED JRC APPROVED KGB 20P um" CASCADE CONTAINER TENANT IMPROVEMENTS SUBDIVISIONS WEST. INC., .P. S. ENGINEERING CONSULTANTS IN A PORTION OF SEC. 35, TWP.23N, RGE. 4 EWM PIERCE COUNTY, WASHINGTON NOTE: STORM DRAINAGE SYSTEM SHOWN IS EXISTING. 7305 PORTLAND AVE. E., TACOMA, WA. 98404 BUSINESS (206) 473 -0125 20 0 , 40 SCALE: 1 " =20' APPROVED: DA CASCADE CONTAINER TENANT IMPROVEMENTS TUKWILA, WASHINGTON FOR JANNER ENTERPRISES SITE PLAN These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omie _ .ans which do not authorize vioIoLcns of adopted Standards or ordinances. The rercc^-e bility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval: Find -- prance is subject to field inspection by the Works utilities i s ector. Date: 51(6(e/7 B y' 11 CP FA �Kvv1 ii v: \iv' ��vL fa3?R MA`I 1 4 1 °97 RECEIVED CITY OF TUKWILA MAY 0 2 1997 PERMIT CENTER NO. DATE REVISIONS TYPE 16 CB W /SOLUD LID CROSS SECTION B BY SCALE AS INDICATED DATE 4/97 DRAWN WCS DESIGN JRC CHECKED JRC APPROVED KGR V R I,F rROM �.. 'wn'FR SEPARAroR Dwwr. nav , cu; ET PIPE INLET DETAIL A C. '0 ETISTE4E, 2 :E"E.• +A DRAIT1 L'NF �_ _ coN:_c rc E• ; C[i P O c ..i:NED CB TYPE 16 COMPACTED FOUNDATION GRAVEL UNDER VAUI City of Tukwila SUBDIVISIONS WEST. INC., P.S. ENGINEERING CONSULTANTS 7305 PORTLAND AVE. E., TACOMA, WA. 98404 BUSINESS (206) 473 -0125 1. DESIGN FOR 4' THRU 1D' DDCV. 2. AND MAMMAL LISTING. DSTECIQ$ DOUBLE CBS= T PAZPM Y :Y DATE: 11/26/StS WS-11 • :•.�.. ME'F� S1 4N,:ARnc APPROVED: DATE i_ A 4' 9HACC1R N06 TM 5TR was /ID ,,,,.. FANAS70M C01 2 aa` W. W , 52 PIPE. 6:. t tFtdLSC C;.n1C lE M1VLT IRTH 1RCEn STER PtIQE COVER. Ol>aFlu�i ID S1VlY RRH S< tE OF ICY. OS]4t APPRWFB (/local • OYFJI 3Y DEEP. PPE SI P � T� p a� g E OHM FACNO KVALVE 3� 19ElII BY PARS ROH AN APPROVED 004E APPyR pWEA�pDO 7QgNFIK RI WW !L NIIM i - SEATED SiMOFF 70'. r S BR 4 C COAN40 ROWER. fL 1 10' B', T 4'FNPE O.L CAA4S 52 PPE LERGIN tD ln. ... R .NO EXI® ALL AR001D PPE esrAT OR . �..a:. ORWT. 12. 1O'. 6'. * 4' rniE .:c v. i ` P'OSt ` 1 W l* 1 SD}D ACCOI�QLY, 4 OR 5" 0.4 U SZ WE R-V L 4'OR FL. 4 tlo FL R2 PIPE. R.41.. 1O SE OPMEO Ofecx VAOR 45 0 al 0. r 1 ei B RRI B6'TN ROR 30 E19Ct. 2 l2O � BEND Fl.. S1 PIPE !DM AS IEfVI R 22. ........ E ovum tY LVE two.' BALL GRIP YLLVE kY]�MMLY orra- o1[ Ml hflW =NOR ANN Afl.T LY Nana $RE.IW0. � 9lOF � At✓D - . 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ODN�EFE SF ` M IN 4'N4' "LP, 1k9 '�' ;1111 moo 00004 City of Tukwila l enutux unumvig raise= DOM= Y VAVITOSPIBL DATE; 11/2 S CASCADE CONTAINER TENANT IMPROVEMENTS TUKWILA, WASHINGTON FOR JANNER ENTERPRISES SITE PLAN These plane have been reviewed by the Pubhq Works Deb = - -rnent for conforms -se v.ith current Cr, -s Acceptance Is a which do not auths .- - of ac lards or ordinances fc quacy of the design - h th - lor. Additions, deletions c t! aio.,ings after this data ;. - accopiance and will require a so - re .sed nisi. sings for subsequent -e is subject to field Inspect on by tr- ss utilities inspector. Datu OT, B PERMIT CENTER SHEET 2 OF 2 JOB NO. 4335 -0100 FILED AS 43350100