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HomeMy WebLinkAboutPermit D97-0246 - SOUTHCENTER CORPORATE SQUARE - EXTERIOR City of Tukwila L Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 262304 -9075 Address: 635 ANDOVER PK W Suite No: Location: BUILDING #8 Category: ACOM Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No:. OCCUPANT OWNER CONTACT CONTRACTOR DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. .0 South: .0 Sewer:..TLIKWILA S.lopes: UNIMACC066DM SOUTHCENTER CORPORATE SQUARE 635 ANDOVER PK W', TLIKWILA WA 98188 SOUTHCENTER CORPORATE SQUARE Phone: 206 575 -8500 C/0 JSH PROPERTIES INC, 100.5 ANDOVER PK E, TUKWILA WA 98188 RON GREENE Phone: 206.575 -2120 565 ANDOVER PK W, TUKWILA WA 98188 UNIMARK CONSTRUCTION COMPANY Phone.: 206628 -5076 1325 FOURTH AVENUE #610, SEATTLE, WA 98161 k******** * * * ** * * **k**• *•k * * *•*k * * * * *•k* Eck *•k * * * ** * *•k * ** * * * *•k **k* k * ** * * *•k * ***k * * * * **k * * *k* Permit Description: COSMETIC .UPGRADE 'TO EXTERIOR OF BUILDING. ******************************* k********************** * * * ** * * * * * * * * * * * ** * * * *•k * * * * * ** Construction Valuation: $ 8 PUBLIC WORKS PERMITS: . *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS:. N Fire Loop Hydrant: N '.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: N Street Use: N Water Main Extension: N Private: N Public: N ********************************************************* * *i1 * * * *** * ** ** *•k•k** ** ** **** TOTAL DEVELOPMENT PERMIT FEES: $ 1,313.78 ************• k k***************************************** * * * * * * * * * * * * * * * * * ** * * * * * * *•k* Permit Center Authorized Signature: 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 o cancel the p or the perf development Signature: Print Name: 1s perm Permit No: Status: Issued: Expires': Occupancy: OFFICE UBC: 1994 Fire Protection: SPRINKLERED East: .0 West: .0 Streams: Date :S :C OQ_ :7_ (206) 431 -3670 097 -0246 ISSUED 08/26/1997 02/22/1998 does not presume to give authority to violate or other state or local laws regulating construction I any authorized to sign for and obtain this Date 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. Project Name/Tena : Existing use: El Retail El Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital El Church ❑ Manufacturing ❑ Motel /Hotel ,Office El School /College /University ❑ Other ��,42, G4 , Value of ConstrucJi O J — aio Site fiddre Existing fire protection features: sprinklers Oautomatic fire alarm ❑ none in other (specify) Building Square Feet: 7.47b0 existing Cit t - p A Tax Parc Nu ber: r Prope y Owner: ..----, yfr: ig _ A l . r - , - e..- Phone: 45 6Z--.0C) Sire P - (0(l�d l� " 20 e► ,: iL�'/lT y Fax Fax #: '50.- ge ) - Contr r� / Phone: Street Address: City State /Zip: Fax #: Architect Phone� i...c Street A .) ^ �� /, z` City f,�Z]p/ Fax # � f �� c/ Engineer�� Phone: 3 (/60 Street Address r / 5 5--) r City Wax #: ,.??,3 �- 5-6-9 Contact Pe /! c �, (� P hone: -- 075--.2 /7-0 Street Address 74,6 GL ../, Q Cit Stat Fax # Description of work to be done:etfe -/-,e7t4 6 , 'eR:&‘'r 5 't 3 • Existing use: El Retail El Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital El Church ❑ Manufacturing ❑ Motel /Hotel ,Office El School /College /University ❑ Other Proposed use: El Retail CI Restaurant El ❑Warehouse ❑ Hospital El Church CI Manufacturing CI Motel/Hotel Office El School /College /University ❑ Other Will there be a change of use? ❑ yes 7no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes 0 no Existing fire protection features: sprinklers Oautomatic fire alarm ❑ none in other (specify) Building Square Feet: 7.47b0 existing Area of Construction: (sq. ft.) 3/ '. c n Will there be storage of flammable /combustible hazardous material Attach list of materials and storage location on separate 8 1/2 in the building? El yes no X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUK'YYILA Wp6-. Permit Center 6300 Southcenter Blvd., Suite 1 d Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s)• ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use El Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only 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 action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Data application cce to Date application expires: Application fakey: (initials) PLEASE SIGN BACK OF APPLICATION FORM CI'PL1 MIT.DOC 1/29/97 BUI 'DIN OWNER OR AUTHO,RII� D AGENT: Si nature '_."—A., Date: •--7 (1 S / `i 7 Pri t nam • ()t` /, T i2_,-- Q- lti- -k---Q Phone: 5 Z 1 20 Fax #: S Is--_, ( g Addross.5 s ts..Ac. �,�' tit`�k 0(‘_..„5„;_c, �l k\t \c City /State /Zip `ck ' ALL COMMERCIAL/MULTI -FAY TENANT IMPROVEMENT /AL TION PERMIT APPLICATIONS MU BE SUBMITTED WITH THE FOL 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 SUBMITTED ❑ ❑ 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). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 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 ❑ ❑ Construction 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 Tine will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data 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 Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architectengineer, 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 PENA�i �F PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CT1'LRAMI1T.DOC 1/29/97 Address: 635 ANDOVER PK W Suite: Tenant: Type: DEVPERM Parcel #: 262304-9075 CITY OF TUKWILA Permit No: D97-0246 Status: ISSUED Applied: 07/18/2997 Issued: 08/26/1997 *ik**^***********w************w*aw*************x**»**°**»+********^*w*+**+** Permit Conditions: 1. No changes vvill�be made to the plans;unlesaapproved by the Architect or ' j i Division. Engineer _ 2. Electrical permits shall obtained - State Division of Labor and ' ^""°=^ '"= a"° all electrical work will be . i ed by (248-66 3. available con- struction U| t 4'' All strucOral Concrete be inspected (UBC — Sec 3 5' All we` 6' Whenpectal, arc Di e prior to h in Di project r ~ 7^ stattng, whether tha'`wmrk�requ1 inspection , to he inspector's knowledge,' i nnf vvj t Plans and specifications ` aMd'thm applicable work � - ' r�Vj�fon3 of the U , `'' � . '` ` ; O' All construction �o be done in Conformance with ,approved plans requirements of the Uniform Building 'Code (1994 Editidn) a� amended, Uniform Mechanical Code �1�94 Editiun) � '� , and Washington State Energy Code (1994 Edition) . 9. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be . permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 10. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. . • `::+}SJ +.h' >u!:re= :ti:C7.(.lri} Sri.{,.{ C1, f:,. Y34rai :s'�RtiifKN'�^�wta>w.4tirn4tlMaa. amt. Y. xrv) x. KtY. 3! Cli.l rit^+' w% W. rr- rtaw+.+ P+ n. x- m... wawin+. v�fnua.. x. vvnY2t+ nrectH^1:+' farkn. a92: ttMrewr.++ wvM. nwe4» n. nNAre4aan1 *+:T+:�vx..nr:.i+nxv+:oN+ eat. C. r+ w.:. C�r�Y� LfA'MFFSSiA�.1"J'.'L':Jt'� ��.'�: is ACTIVITY NUMBER PROJECT NAME U-r DEPARTMENT: ING DMSION PUBLAVORKS DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE ❑ COMMENTS TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL REVIEWERS INITIAL CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE -F Pe'mi £&ccl. Copy PLAN REV / ROUTING SLIP oaLIG -�� • .:. . r' - B d (r. �g FIRE PREVENTION ❑ N/3 7-0103-q7 ❑ sTR NC � RAL DATE APPROVALS OR CORRECTIONS: (ten days) APPROVED ❑ APPROVED W/ CONDITIONS ❑ DATE DATE DATE . 7 - 1'3'q PL.� � IN�CDIVISION ❑ PERMIT COORDINATOR 1 DUE DATE 7 dd 97 NOT APPLICABLE ❑ 1 1 DUE DATE c/ 7 NOT APPROVED (attach comments) ❑ 1 DUE DATE APPROVED ❑ APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ (Certificadoa of occupancy required. 1 PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER y4-7_ oaLue, PROJECT NAME Ul he r r (i Sr' . re DEPARTMENT: BUILDING DIVISION Is FIRE PREVENTION ❑ PUBLIC WORKS ❑ STRUCTURAL ❑ DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE ❑ COMMENTS • TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQU r D " ra . ROUTED BY STAFF 11 (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL - DATE APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS NOT APPROVED (attach comments) ❑ CORRECTION DETERMINATION: APPROVED ❑ ." ;nv'dYJ4T +C.:C t414 ,1; ':{i! +iW?(LD, en�nr rr,.e:..<..u, .,. .. i r. rv �sonn. c.» v >..�x,. DATE -- Was' APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ PLANNING DIVISION ❑ PERMIT COORDINATOR ❑ DUE DATE c/ 7 NOT APPLICABLE ❑ DUE DATE DUE DATE rrre N✓•+t..L�vti.:aa.�. n.. w: nna}! iW�> Y:l.+ u, rwte:^:. 0.:. ihn: t$ 1'f Y r - n.Yw,NNn»YU.vnxeu+itiY'. %:l. biMK :rNMRasaC.il.Va DEPARTMENT: BUILDING DIVISION E PUBLIC WORKS REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER 1 ' V 1 4U DATE / g - 9 7 PROJECT NAME UT he f P_ - (off I - . 5r . ' re- Bci . _ U DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE n NOT COMPLETE COMMENTS APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: FIRE PREVENTION PLANNING DIVISION STRUCTURAL n PERMIT COORDINATOR 0 1 TUES /TUURS ROUTING: PLEASE ROUTE U NO FURTHER REVIEW REQUIRED ROUTED BY STAFF EJ (If routed by staff, make copy to master file & enter Sierra.) DATE L APPROVED n APPROVED WI CONDITIONS . NOT APPROVED (attach comments) Q DATE DUE DATE !f ri - 1 7 NOT APPLICABLE DUE DATE 0 7 DUE DATE APPROVED L� APPROVED W/ CONDITIONS NOT APPROVED (attach comments) Q DATE (Certification of occupancy required. ) COMPLETE n COMMENTS • REVIEWERS INITIAL APPROVED REVIEWERS INITIAL C:ROUTE -F REVIEWERS INITIAL CORRECTION DETERMINATION: a^_y�rr.Feiw:cvy:4 .:v..w,+... 1�Y, �r< u...; �' e».. �a•: e+«. YLLtnxcvtnn�wwnnuwwwv�ww�+ m.«-> v... �...—.«-..» w. �. �. �... eu R ..wmn,..a- „nu..,.- .vn....rnnar PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER I ' oaL-1(0 DATE 7 1• Q 7 PROJECT NAME U h en _.r (b . ' . r'P_. ” 8 d DEPARTMENT: BUILDING DIVISION FIRE PREVENTION E PLANNING DIVISION a PUBLIC WORKS STRUCTURAL PERMIT COORDINATOR 1 DETERMINATION OF COMPLETENESS: (T,Th) NOT COMPLETE El NOT APPLICABLE 1K TUES /T HURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED, Z1 ROUTED BY STAFF U (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) APPROVED W/ CONDITIONS DATE 7 1/-1--1 c1 1 APPROVED E APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) Q DATE DATE DUE DATE 7 d 7 DUE DATE 5'3 ci7 t i DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) ' +1 ti.;. 4. !'.NLLN+ef�Y1+LKSYKO:J.'vlY.+iK» ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION ❑ PUBLIC WORKS II DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE IS( COMMENTS ' TUES /TIrURS ROUTING: ROUTED BY ST APPROVED n APPROVED W/ CONDITIONS ❑ REVIEWERS INITIAL CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE -F N PLAN REVIEW / ROUTING SLIP Yr1-0 DATE 7 (U Spare- it . S FIRE PREVENTION ❑ PLANNING DIVISION ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ 4 DUE DATE 7 d O 97 NOT COMPLETE ❑ NOT APPLICABLE ❑ PLEASE ROUTE C NO FURTHER REVIEW REQUIRED fra, staff, ke copy to master file & enter Sierra.) DATE ATE V APPR • ALS OR CORRECTIONS: (ten days) DUE DATE d'3 C 7 7 DATE DATE NOT APPROVED (attach comments) ❑ DUE DATE APPROVED ❑ APPROVED W/ CONDITIONS El NOT APPROVED (attach comments) ❑ (Certification of occupancy required, ) Pro'ect: ,! J. !', L. Type of spection: ..cr . _ Aedress: Date ""': Special instructions: '/L 61'7� rJ Date wantgd: ' � i Qm Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit CO4, 7 PERMIT NO. (206) 31 -3670 Corrections required prior to approval. Inspector: ' Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4* *k *k** her*** k**k kk* k*** k** k*** A* k* * **k4 * * * *k *kk** *•k*kk * *k *A *k ** CITY OF 1 UKW1LA, WH ""� TRANSMIT ** *kAgr** Fk* * ** * **k * ** **�Mkt.!•k* k,k ** *71k **k *1t * * * * * * * **A *** * *kk*h TRANSMIT Number. 89700633 Amount: 798.00 08/2b/97 10:56 Payment Method: CHECK `:Notation: LOWE ENTERPRISES 'nit: SLB Permit No:. D97-0246 Type: DEVPERM DCVELOPMENf PERMIT Parcel No 262304-9075 Site .Address: 635 ANDOVER PK W Location: BUILDING #8 Total Fees: 1,313.78 This Payment 798.00 Total ALL Pmts: 1,313.78 Balance: .00 * * ** * * * ** ** ** ** 4.** 4**** it********* A* * * * * **A * * ***4c *•k * *k *•k * *AA * * ** Account Code !000/322.100 000/386.904 Description • BUILDING -• NONRES STATE BUILDING SURCHARGE Amount. 793.50, 4.50 34 08/28 1711 TOTAL 798.00 ***** A *k * * *** *A•A*t1 **A* *•k***** * ** *•A * * *A * * * * * * ** * **A•k*Aik **** CITY OF :TUKWILA. WA (.• TRANSMIT ***** * * * * ** * *A *•k *A *•h*i* * * *1;* *1R RA �l; *�K * *Ai * * ** *** ***A* ** TRANSMIT .Number: 89700616 Amount= 5.,15.7.8 07/18/97 13 :51 Payment Method: CHECK Notation: LOWE NW INVESTOR Init: K]P Permit: No D9 7 -0346 Type: DEVPERM DEVELOPMENT.PERM)1 Site Address: 635 ANDOVER PK W Total Fees: 1 This Payment 515.78. Total ALL Pmts: 515.78 Balance: 79.8.00 A* * * *k * ** .**** AA**A*A***d io 1******* A** k * *•A *•A * * * ***A * *ook* * * ** * * *** Account Code. Description Amount 0.0.0 / : PLAN CHECK - NONRES 515.78 2263 07/21 9705 TOTAL 515.78 December 20, 1999 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Ron Greene 600 University Street, #2820 Seattle, WA 98101 RE:. Permit Status D97 -0246 635 Andover Park West Dear Mr. Greene: In reviewing our current permit files, it appears that your permit for cosmetic upgrade to building exterior issued on August 26, 1997 has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, if a final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non - complying and not in conformance with the Uniform Building Code and/or Mechanical Code. Please contact the Permit Center at (206)431 -3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, ohs 44' Brenda Holt Permit Coordinator Xc: Permit File No. D97 -0246 Duane Griffin, Building Official 6300 Southcenter Boulevard, Su #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431.3665 Post Ir Fax Note 7671 Date g. j5 1p15,s 0. / To P l C- S From 6/lltl AfA J Co� O ept err/ de ki Co. U8 ,m- cip/11 •' Phone # Phone p / 50 Fax # 0/ , ( , 5 Fax U ? 449 5y0 �' , ..RUG 26 '97 03 :35AM UNICO:DROPERTIE5 Z • P.1 /1 • iii:- i✓✓nvi ii{ _� /ii fii / / /, ?i %ice i%� 11iviv v�� i Gow • G? / tr4e 1 RECEIVED ' CITY OF TUKWILA ' PERMIT 'CENTER , PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF . C)N NBBJ 111 South Jackson Street Seattle. Washington 98104 1206) 223 -5555 Fax 1206) 621 -2300 (c,35 611510 pk v/ ou t r C OWNER: PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE - ISSUED FOR PERMIT TUKWILA, WASHINGTON BLDG. 8 ONLY G ate guar Lowe Enterprises Northwest, Inc. 600 University Street, Suite 2820 Seattle, Washington 98101 ARCHITECT : NBBJ STRUCTURAL : COUGHLIN PORTER LUNDEEN ELECTRICAL : SPARLING DRAWINGS INDEX A -1.0 COVER SHEET SURVEY / VICINITY MAP A -1.1 ABBREVIATIONS / GRAPHICS A -2 SITE PLAN A -3 LOBBY PLANS A -4 STOREFRONT DETAILS A-7 E.I.F.S. DETAILS A -8 EXT. BLDG. ELEVATIONS A -9 EXT. BLDG. ELEVATIONS C1 UTILITY PLAN C2 CIVIL DETAILS Bede Mec N.B. Dote By Des.pecn of RWOO Sheet tie COVER SHEET Crm 00 T UKU1� lA g U1�D1M *weed By kb N.b. 24646.00 Deskyed NBBJ Dram SM JC NJH Checked Dote 6/24/97 RECE �N DF T UKW I LA A -1. PERMIT CENTER D97-©a4(o SECTION TOWNSHIP RANGE: I�I�I�i MIAIIIININ1111I11110IC2L!�I01,11110111001011•11I�i11101l to • CHAINLINK FENCE N8755'02"W • EA 11 i r P-5ti .W 4 _3 re �!'MO- ° I S.-59.1--191. 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I 1 [ 1 [ 1 1 j1! i i i 11 1 11Ei1"E "9111$9 1 E "= 11 f) i1A g ; � "���$ , 4a Miiigli11135i1iiii91o§ g3gp> M °919M119 2$54885>°o a E S == 9an154E55 si 1st mpg 999ile9paeq 13 lir 299999 Tint "o ltilloltiE9 / pli : I MICEIiW &• cn C7 C7 "1 PP 11 JJ 11 q 1 f 1 ;_ ii! 1 H 1 E ° "91 4 1 1g01 63 m4fef1g11g1§"E S5 < ; g A < S P "g c �� � r""'o•'NAN REMOVE EXISRNG LIGHT FIXTURE ENTRY PAMUON - SEE SHT. A -5 [CONC. 21 ttP. S1RIP 2' -4" WWDE EXIST. CURB - CURB TO BE REMOVED or = r -o' NBBJ OMIT RY LAYOUT /PAVING BLDG.12 ,v8 zbl M „6Z,L7 605 111 South Jackson Street Seattle, Washington 98104 12061 223 -5555 Fax (2061 621 -2300 1•= 40' -0' -I REMOVE 7 7]57. iI CMG, PA AS REDD. (SHOWN D/eIM) LASTING, TRENCH DRAIN .EAST GONG. CONC. SEAT KONG 21 �LbIiC. 1 NEW CURB CUT YME<•L.CPA'R RAMP 1..2 SLO= EXIST. TRASH ENCL. TO REMAIN -PAINT TO MACH NEW ENC'. OMIT m SITE PLAN 50' 0 25' 50' t�s EIJTRY PAMDON - S_i SHT. A -5 DISABLED. PKG SIGN -re EW PLAM1'TIN PT. S MBOL FOR M1EW ACCESS. STALL -a 5.0 "W1. E CESS PATH ---,- NEW URB CUT & WHEELCHAIR RAMP 7:12 5! OPE 1/16 = 241 200' REMO E E11 CONC. P A5 EOD. (SHOW GASHED CH DRAIN CONC. SE.4 L `WIJ+ KONG. 21 " - 'REMOVE EXIST. tiGHT FIXTURE CONC. 11 ICING 21- TYP. S RP 2' 4" TIME EAST. CURB RY LAYOUT /PAVING BLDG.10 5 • ,-) 1 '10 , 00 'LLc NEW TRASH ENCLOSURE UM! �- G DEMO & REMOVE f EXIST. TRASH ENCLOSURE , 0c "06Z ENTRY PAMLICN SEE SHL, A -5 GONG P AS RECD. (SHOW? OASHm a r' DRAW 4 LOBBY a Kirdlaraz NEW CURB 410 Aga. O IT - RY LAYOUT /PAVING BLDG.4 1/16° = 1' -0° - REMOVE'EMSE, CURB & WALK, 1cR.c. 21 ::1'61. STRIP NEW POLE MOUNTED DISABLED PKG. SLN NEW CURB CUT & WHEELCHAIR RAMP 1:12 SLOPE "1= ACCE4 M „EZ, ANDOVER PARK WEST PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON SEAT ,CONC. 21 rEMOVE fib' MT. TREE 1 KONG. 11 lama 21 l .' ,.. 7 l l r 77 1 � 1 ! I I pmmmimmumw ENTRY PAVILION - -A-5 REMOVE E- FTfCR. NEW PC. LK.t1L(TEII PKG. R4f - o PI 5-0 ',ME54 PATT'. RY LAYOUT/PAVING BLDG.3 r-a 1/16' = NEW TRASH I T DEMO & DIST. TRASH 550 555RE ISSUED FOR PERMIT BLDG. 8 ONLY (Xdi2. 11 CR&2- 111B-SIRP 1E1W CURB CUT & YEEP 01AIR RAMP1 :12 SLOPE ASV PLANTNGS PARKING AIA1JSIS SMEARY RISING PROPOSED TOTAL PARKING STALLS 1261 1257 TOTAL HANDICAPPED STALLS 22 22 NOTE: STALL DIMENSIONS SHALL FOLLOW 055 OF 1,KW'ILA ZONING CODE 18.55 .rber Date ENTRY PAM. SEE SHT. A - 5 ACCESS STALL - ► PT. 5' O" VI. ACCESS. PATH NEW PLANTINGS ` 1/16• By I iI M „69 Zt'. 105 REMOVE EXI CNC. P C AS REOD. (SHOWN DASHED IcoNC. 11 CONC. SEAT KONG. 21 REMOVE EAST. LIGHT FIXTURE NEW CURB CO WHEELCHAIR RAMP 1:12 SLOPE NEW CURB TO MATCH EXIST RY LAYOUT /PAVING BLDG.2 EXISTING BUILDING 11 2 STORY { F.F. =24.50 $. 30,208 GSF OMIT i1 ili 8} �� 9 EXISTING BUILDING 7 2 STORY ta F.F. = 24.00 19,421 GSF EXISTING BUILDING 9 2 STORY F.F. =24.00 20,421 GSF • PREP. & PAINT ! 1 EXIST. MIL ROOFING TO MATCH EIFS -1 J I I �� f EXISTING \ � ° -� COVERED 51 j h �. 1 r - ATRIUM 10 4,040 GSF L `). ( 1 EXISTING BUILDING 6 2 STORY F.F. =24.00 20,421 GSF MEV I1 EXISTING BUILDING 8 2 STORY F.F. =24.00 20,421 GSF OMIT � ,� EXISTING A- BUILDING 5 2 STORY F.F. =24.00 'W 9,421 GSF EXISTING BUILDING (fi'{7� 9 _ 2 STORY fj''Y1 F.F. =24.00 1 fi 19,421 GSF EXISTING BUILDING 2 2 STORY F.F. =22.50 19,421 GSF EXISTING BUILDING 3 2 STORY F.F. =23.50 20,421 GSF OMIT EXISTING " BUILDING 12 2 STORY F.F. =24.00 19,421 GSF OMIT 1 I � EXISTING BUILDING 1 � 1 2 STORY F.F. =22.50 20,421 GSF EXISTING BUILDING 4 2 STORY OMIT 19 , 421 3 GSF f1 'ZSt NEW TRASH ENCLOSURE - DEMO & REMOVE EXIST. TRASH PAINT TO MATCH ENCLOSURE EIFS -2. Dewpim of BeHVau Sleet Ilk SITE PLAN - -_ EN Y N -5 KONG. 2i- Tr. STRIP 2' -4" WIDE REMOVE EXIST. LIGHT FIXTURE KNEW POLE MOUNTED DISABLED PKG. SIGN NEW CURB PT. SYMBOL OR NEW ACCESS. STALL PT. 5-0" VG ACCESS PATH _. - _ - . rAffirAgrA MN,WA MN AMAPII I, - V 1 T-7 NMI gk_ E NEW PIANBN22 RY LAYOUT /PAVING BLDG.' 1' -0 I 05 1 soda 1" = Approved By 55 nwter 24646.00 De,oed5BBJ Draw SM JC NJH puked Dee 6/24/97 REMOVE EXIST. CONC. PAMNG AS REOD. (SHOWN' DASHED) ENCH DRAIN CONC. SEAT CONC. ZIP KONG. 11 GENERAL SITE PLAN NOTES: NEW CURB CU LCHAIR & WHEE RAMP 172 S 1. CONTRACTOR FIELD VERIFY A'.L EXIST. SITE UTILITIES, LCHTING, LANDSCAPE IRREGATION & SITE DRAINAGE SYSTEM PRIOR TO START OF WORK. - COORDINATE w /OWNER. REP. 2. PROVIDE POSITIVE SLOPES AWAY FROM BLOCS. 8 ALL AREAS OF NEW WORK. 3. SLOPE CONC. SIDEWALKS 8 1% AWAY FROM BLOCS., TIT'. 4. PAINT ALL ELECT. BOXES & TRANSFORMERS TO MATCH EIFS -2 COLOR (V.I.F.) OMIT DEMOLISH AND REMOVE EXISTING COVERED WALKWAY STRUCTURE & LIGHT FIAT., CLOSE EXIST. ELECT. LINES AS XEQD. - PATCH AND REPAIR PAVING TO MATCH EXISTING NEW TRASH ENCLOSURE - EXTEND EXIST CURB & PLANTING O_ IT DEMO EXIST TRASH ENCLOSURE: (5 TYP.) REMOVE EXIST STRICT. -PATCH & REPAIR EXIST PARKING PAVING. EXTEND OR EXIST LANDSCAPE ISLAND AS SHOWN TO MATCH EXISTING. LEGEND EXISTING JUNCTION BOX 0 FOUND MONL5:CNT -SEE SURVEY EXISTING EVERGREEN TREE EXISTING DECIDUOUS TREE EXISTING CONCRETE WALK Sheet Nnber A -2 REGEIVE6 clTV OF ruKWILA PERMIT CENTER Anin NIMi whz 1 �® PAVILION: Building 7 P 1/8" = 1 -0- - OMIT - - OMIT - NBBJ ATRIUM 1/16" = 1' -0" 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fax 12061 621 -2300 REPLACE DOORS REPLACE DOORS NQTF: REPLACE CARPET AT ATRIUM GROUND FLOOR, BRIDGE ABOVE AND LOBBIES. NHS RELOCATE EASING FURNITURE & PLANTERS AS READ. FOR NEW WORK. E Ereg III 3 II \I WOMEN ' S x k 10 - OMIT - a ! J 11 NM ®m E• IIF 2110 G.� '..,w0VEFI� A '. f , f REMOVE CO NuNG, BANNERS y ' BALCONY ABOVE ASHED) orrA 1 ' s sI . LOBBY L oseu IVA . , ill L 2 STORY LOBBY ATRIUM L BLDG. 8 SEE LOBBY BED.. 1,3,12 NOTES SIM. CARPET REPLAN • •�.. SST. TILE I NEW OLE NNE DIACONAL • ®CORNERS, TY FULL TEES, TYP. / FIN. ED(ERLE 0 CARPET TRANSI.. 0 PAVILION: Building 5 1/8" = 1' -0" �a :ffea Eli FM . 9 Elireemisl FAMME EWAN // 1 PAVILION: Building 6 1 1 1/8" = F-0" ■ G NE. CADET 0 AO FL. 1ST FIR STEWED WALL • 1ST FLOOR COST. C LE TO Ramat SWIT ABM TE M owl (X.MC .AT CETI RBI£ WOIFIED WADED PN6 SAM Lff OE gird ASPEMIT PE &-0 .TES PATH xEt A0.55.STALL �.. NOP MIMICS END PEI CPT 0 D FIR .0 3.b ECM BANIEFS REIf4'k MALI CO.. S 2ND FEMME SISNISE E10SL IL REPLACE DX12 S!REEBINI M10F ED. . N7 03.11107 TO EWE FEL F. FEY PL.MBC6 SMILUT 0261104G ODIC FC R PEN CONIC. STRIPS_ LOBBY /ENTRY: Building 9 1/8' = T -O ,E1�L COW 1 (2ND FLOOR SOL) 0 LOBBY /ENTRY: Building 11 1/8" = 1' -0" (2ND FLOOR SIM.) PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE — ISSUED FOR PERMIT TUKWILA, WASHINGTON BLDG. 8 ONLY 2107 FM STAIN EXIST. WD.IXL FRAME WINDIC TO REMAIN .111E EXIST. L911C PAVA7G ENTRY PAW./ SEE STT. A -5 UTIST. POUF UDIT Z RFLAN 2 1xP. STRIP 7 -e YLDE FDR rock N076 .03 07-3 IDENCH MON FbR iYPIUM. 77DT3 .PAR AND PAS DEND PAN Olt 21 PERONG.S IXOtY PAVLN IO -SEE 5II. A-5. ® I Eksi M. SD✓P 7-4' sllE LED M11133. Dale By LOBBY /ENTRY: Buildings 1, 3, 6, 8, 12 SIM. 1/8" = 1' -0" (2ND FLOOR SIM.) - REPLACE DUST. LIGHT MOORE W/NEW - BLDG. 2. 4, 10. NOTE REMOVE ALL W. MIRRORS IN LOBBIES AND HANGING BANNERS IN STAIRWELLS, DP. PAINT SCHEDULE: LOCATION 1ST FL FTR LOBBIES R / STAIRWELL 1ST RR/2ND FLR VESTIBULE FN CEILING cm cm Gal OE WALLS cm cm GE cm Deapiice of two. AREA SEE SHEET A -2 FOR NEW PAVILION PAVING LOCATIONS O BLDG. 14,10. Shoe! rJM LOBBY PLANS REPLPL ACE OWN DOER. O - NEW DOOR RE REPLACE CARPET (SHADED) EXIST. VILE l0 REMAIN. DOOR ® 1ST FLOOR BLDG. 1 SEE SHEET A -2 OR NEW PAVILION TANNIC LOCATIONS BLDG . 1,3,2. FOR TYPICAL NOTES SEE NOTE: BLDG. 12 HAS ELEVATOR - •:NT DOOR t FRAME REMOVE MIRRORS. REPLACE 2ND FL CARPET - SCOPE SUM. TO BLDG. 1, 3. EXTENT OF NEW CARPET ON 21110 RA BLDG 2,4,10 AND 1ST FLA BLDG. 4 TRANSITION OF NEW CARPET TO EXIST. FLOORING TO OCCUR AT CENTER UNE OF EXIST. DOORS, BIDG.2 VERIFY EXACT LOCATION OF DOSTING DOORS IN FT.. PREP. & STAIN FIN. EXIST. DOOR AND FRAME PAINT M FRAME REPLACE RUBBER BASE, TYP. PREP & STAIN DOOR. AND FRAME TO REMAIN BLDG. 4 WALK OFF MAT LOCATION - AUGN TO DOOR JAMBS. WALK OFF MAT TO BE INTEGRATED WITH CARPET, SEE SPEC. - COORDINATE W/ OWNER'S REP. PAINT n R DOORS &FRAME REPLACE STOREFRONT YN 000RS DRK MATCH COLO R - NONE COLOR - SEE SHE A -4 EXIST. PLYWD. FIN. WALL (REPLACE SIGNA(E) REPLACE EXIST. DPOSED w /1/2 ATE CONIC. w /V2 NOTE: PROVIDE NEW CARPET rism AT SECOND FLOOR LOBBY AS PER FIRST FLOOR LAYOUT SHOWN HERE NOTE BLDG.10- NO CARPET READ. FOR FIRST FIR STAIN DOOR AND FRAME ADJACENT TO ELEVATORS. NOTE: P ND 10' PERIMETER WIDE CARPET BORDER OF 1ST & 2ND FLR LOBBIES / F WO R E X11EPT S® AYCCURS LOBBY/ENTRY: Buildings 2, 4, 5, 7, 10 SIM. 1/8" = 1' -0" (2ND FLOOR SIM.) Stab 1/8" = 1' -0" Approved By Job Nnb. 24646.00 Designed NBBJ Rwm JC NJH (Ivied SM D2 6/24/97 GENERAL PLAN NOTES 1, CONTRACTOR FlE1D VERIFY ALL DIMENSIONS AND CENTERLINE CONDITIONS PRIOR TO START OF CONSTRUCTION. NOTIFY OWNER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO START OF WORK. 2 GENERAL SCOPE OF WORK FOR 1ST le 2ND FLOOR LOBBY REMODEL IS SAME FOR BLOCS 7 MU 12 SEE PLAN 2 FOR TYPICAL NOTES 3. COORDINATE ALL .CT. /MECH. PLUMBING & FIRE PROTECTION SYSTEMS AS REID. W/ OWNER 4. COORDINATE NEW DOORS & FPRDWARE W/O'WNER'S SECURITY S(STEM REP. 5. RESTROOM FRI. SCHEDULE: NOME: 'REMOVE E.u'LTNG WALL COVERING AND PREPARE AIL NON -TILE WALLS FOR SEMI -GLOSS PAINT. Dfil GWB WALL TOILET PTN WALL 1l'�1 GWB CENNG: P12 COUNTERTOP, REPLACE DOST. PLASTIC LAMINATE WITH: NEVAMAR, ARP 0.112FACE, acu. LACE TEXTURED, 5 -2 -857. 6. NEW CONC. INSTALLED WITH ALL TOOL. JOINTS & MED. BROOM FINISH -SEE D,11/A -6. 7. REMOVE EXIST. CONIC. AREAS AS SHOWN. PRE DIT STALING BY DOUBLE SAW CUTS OR REMOVING WHOLE SECTIONS 0 EXIST. WO. JOINTS - SEE SPECS Seel Nm6er A-3 RECEIVED crry of TuKwILA PERMIT CENTER NBBJ 111 South Jackson Street Seattle, Washington 98104 12061 223 -5555 Fax 1206) 621 -2300 EXIST GWB NB TO MATCH MUWON GLAZING 4 1/2" O @JAMB AT STOREFRONT 3 = 1'-0 EX.ST PLYWD SIDING TO REMAIN. 4 1/2" BLDG. PAPER FEES. ON 1 FOAM 1/2" SEALANT & BACKER ROD 1/4" SEALANT & BACKER ROD BOTH SIDES STOREFRONT MULLION i HEAD AT STOREFRONT 3 = 1' -0 = 1 GLAZING AS SCHED. PREFIN. ALUM MUWON GLAZING AS SCHED. PREFIN. ALUM MUWON PREEN_ DOOR FRAME O *DOOR JAMB AT STOREFRONT 3 = 1' -0 4 1/2' G AZIN'G AS SCISTO. SILL AT STOREFRONT 3 =P 4' PREM. ALUM MUISDON —OUTSIDE `D.E EAZE PRON. ALUM PAN, MAILER- - LIGHT ON ALL SIDES, SET 04 SEALANT 1/4' SEALANT & BACKER ROD BOTH S OES ',AMPS 6 24 0.C. EXIST FDN ,SNT. PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE - ISSUED FOR PERMIT T U�WILA, WASHINGTON BLDG. 8 ONLY EXIST ELM. TO PA1AINL EXLST PP_YM0 SEM TG .Y'7.* MA0N. 0(1.0.F8`0 & BAG'5i ROD BOTH SkCE5 MEEK AIM MILLION -0SFLSGE GLAZE GUMS AS MULLION BEYOND 10 DOOR HEAD AT STOREFRONT 3 = 1 -0' TRANSOM GLAZING AS SCHED. PREFIN. ALUM MULLION PREFIN. DOOR FRAME MULLION BEYOND PREFIN. DOOR FRAME ALUM THRESH w/ BEV EDGE ACCESSIBLE PER MFR —SET IN SEALANT EXIST FDN JNT. Skeet INe STOREFRONT DETAILS 10' -4 1/4" (BLDGS. 1, 3, 9, 12) 9' -6 1/4" (BLDGS. 2, 4, 10) EQ. EQ. 6' -0" DOOR NOTE: FIELD VERIFY ALL DIMENSIONS & CONDITIONS ALL CLEAR GLASS, TYP. —SEE SPECS. TYP. STOREFRONT ELEV. 3/8" = 1' -0 soda AS NOTED Approved By peed NBBJ Drown SM NJH armed Date 6/24/97 bb Nerber 2464 00 Slmi hinter SYMBOL OF ACCESS MNT. TO EXTERIOR OF GL w/ ADHESIVE. A-4 CITYROFETUK . PERMIT CENTER NBBJ ill South Jackson Street Seattle. Washington 98104 (2061 223 -5555 Fax 12061 621 -2300 EXIST MTL BOX 0 TYP. HEAD AT METAL BOX 3 = 1 -0" / / I / //� / /✓IY/ 'i Rii!id no BLDG. PAPER OVERLAP / EXIST. SIDING 1 -1/2" SQ. WD TRIM SET IN SEALANT —PT ALL SIDES TO MATCH ADJ. EIFS COLOR EXIST MIL BOX O14 TYP. JAMB AT METAL BOX (SILL SIM.) 3 ' = 1' -0" *METAL DOOR JAMB (HEAD SIM.) BACKER ROD & SEALANT ONE OF EXIST WINDOW SILL BELOW WRAP EIFS ON 1 -1/2" FOAM 5/2" SNT & BACKER ALLOW 1" OPEN SPACE AT EA. I r END FOR DRAINAGE 22 GA. MET I -- 1=,.{- FLASHING 1 (SHOWN @ RIGHT) I FLASHING DTL CONTIN. 1-1/2" SQ. WD TRIM —PT ALL SIDES TO MATCH ADJ. EIFS COLOR EXIST. SIDING O 16 EIFS @ WINDOW JAMB 3' =1' -0' 22 GA. MET FLASHING BLDG. PAPER EIFS ON 1 1/2" FOAM, TYP. 1/2" SIT & BACKER 1 `, EAST. HM DOOR FRAME COLOR PRIME & SEALANT EIFS ON 1 1/2" FOAM w /45' TAPER TO JNT 0 FRAME & ALLOW FOR DOOR SWING, TYP. EXIST. WINDOW EXIST. SIDING MULLION . TO REMAIN. 30 LB. BLDG. PAPER EIFS ON 1 1/2" FOAM BLDG. PAPER OVER FLASHING EXIST SIDING 1/2' SEALANT & BACKER ROD, TYP. PARAPET FLASHING —SEE DTL 1 SADDLE FLASHING —WRAPS BEYOND SADDLE FLASH SECTION 3" = 1' -0" EIFS ON 1 1/2' FOAM BLDG. PAPER 1/2' SEALANT .AST ALL AROUND PIPE w/ BACKER ROD, TYP. TYP. DOSE PIPE PENETRATION EXIST. SIDING EIFS ON 1" FOAM BLDG. PAPER EXIST. SIDING COLOR PRIME BACKER ROD & SEALANT EXIST. WINDOW FRAME PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON ()TYPICAL VERTICAL REVEAL 3' = r -0" _ 3 = r—al' COND. AT TYP. PIPE PENETRATION EIFS ON 1 1/2' FOAM, TYP. EIFS ON 1" FOAM 30 B. BLDG. PAPER EXIST. SIDING TO REMAIN 11 CORNER RETURN - PLAN VIEW 3' = 1' -0' 3' = r —p' WINDOW JAMB 3 =1' -0" PARAPET FLASHING — SEE DE 5 50DP FAMCATEEE SADDLE FIXOA E (SEIITMN DAS;EDS PARAPET ELIOAN — SEE DTL 1 NOTE: COORDINATE PARAPET FLASHING W/ REROOFING WORK BY OTHERS. ®SADDLE FLASH AXOMETRIC 3" = r-0" TLAn { = ro NOT: CENDT REWAL ON MID. WIDOW MUWONS, OR ALIGN OF RE' .AL Mid OUTSIDE EDGE OF EII@ ItR0JTI AT END OF WIDOW BAY. —SEE OLEG. S EVAIIONS (i)WINDOW SILL @ 2nd floor 3" = 1'-0" ISSUED FOR PERMIT BLDG. 8 ONLY TJOSENG FLASHING — CUT TO MAINTAIN 1" 7AB AS SHOWN. —WIRE BRUSH CLEAN, PREP & PT TO MATCH ADJ. EIFS COLOR. 22 GA MTL FLASHING 'SET IN SEALANT —SEE DEL BELOW EIFS SYSTEM ON 1 -1/2' FOAM BUILDING PAPER DOSE SIDING DXIST. WINDOWS TO REMAIN EXISTING FLASHING TO REMAIN AS SHOWN - -WIRE BRUSH CLEAN, PREP & PT TO MATCH ADJ. EIFS COLOR. 22 GA MIL FLASHING SET IN SEALANT —SEE DEL BELOW ELFS SYSTEM ON 1 -1/2" FOAM BUILDING PAPER WINDOW SILL @ 1ST FLOOR EIFS SYSTEM ON i -1/2 FOAM FLASHING DTL. 1 REMOVE EXIST. CAP FLASHING SYSTEM. (SHOWN DASHED) CONT. 20 GA. GALV. CLEAT OVER EXIST ROOFING. EXIST WALL & ROOF TO REMAIN. TYP. PARAPET SECTION 3 = 1' -0• EXIST WALL CONST. TO REMAIN. LINE OF SOFFIT BEYOND 1/2- ®TYP. HORIZONTAL REVEAL SEC. = 1' — EXIST WALL CONST. TO REMAIN. EX ST PLYWD SOFFIT (NOT LEVEL) —PT. TO MATCH ADJ. E.I.F.S. FIN. COLOR TYP. SOFFIT SECTION EXIST WALL CONST. TO REMAIN. EXIST. FLAW, TO REMAIN TYP. SILL SECTION 3' = E.I.F.S. DETAILS TREATED SOLID BLOCKING 24 GA GALV. MTL SNAP —ON CAP FLASHING w /SLIP JNTS. ® 12' -0" 0.C. —PT TO MATCH ADJ. EIFS. CONTIN. 20 GA. GALV. CLEAT PLYWD FILLER AS REQ. E.I.F.S. ON 1 1/2" FOAM 30 LB. BUILDING PAPER EXISTING PLYWD. SIDING (5/8" THK) EIFS MECH. FASTENERS ATTACH TO EXIST SIDING (TYPICAL) EIFS SYSTEM ON 1-1/2 FOAM 30 LB. BUILDING PAPER EXISTING -111 0101540 (5/8" THK) PLYWD FILLER AS REQ. REMOVE EXISTING CLEAT (SHOWN DASHED) SLOPE TO DRAIN 6:12 EIFS SYSTEM ON 1 -1/2" FOAM 30 LB. BUILDING PAPER EXISTING PLYWD SIDING (5/8" THK) PLYWD FILLER AS REQ. PROVIDE STRAIGHT, LEVEL 0N. EDGE —ALIGN TO LOWEST POINT OF SOFFIT. COLOR PRIME, ROD & SEALANT EIFS SYSTEM ON 1 -1/2" FOAM 30 LB. BUILDING PAPER LAP OVER TRACK scde 1 -1/2" — 1' -0 ApRoved By kb ruL. 24646.00 Do0nodNBBJ D * JC, NJH cried Dme 6/24/97 GENERAL E.I.F.S. NOTES EXISTING PLYWD SIDING (5/8" THK) 1. FINISH SURFACE OF EXTERIOR INSUL & FINISH SYSTEM (EIFS) SHALL HAVE LESS THAN 1/8 IN. — 20 GA. GALV MIL UNDULATION PER 10 FT. FLAT BAR. w /WEEPS 0 24" 0.C. SET IN SEALANT 2.CONTRACTOR TO PREP EXIST 51 -11 REMOVE EXIST EARTH SIDING AS REQ. FOR E.I.F.S. SUBSTRATE - -�� AS REQ. OAF) SPECS. REMOVE ANY DEFECTS & ADD SCREW ANCHORS TO PROVIDE WIRE BRUSS CLEAN FLAT SURFACE w/ 1/8 MAX. EXPOSED CONC. UNDULATION PER 10 FT. FLAT BAR. NEW GRADE LINE REPLACE DETERIORATED SIDING PANEL SECTIONS AS REQ. 3.CONTRACTOR TO FIELD VERIFY EXIST WINDOW CONDITIONS PRIOR TO START OF E.I.F.S. APPLICATION & CONFIRM INTEGRITY OF BLDG WATERTIGHTNESS. — NOTIFY OWNER OF ANY CONFLICTS. 4.0E90 + REMOVE EXIST TRIM & FLASHING AS SHOWN. Decopbe of Re.. A-7 PERMIT CENTER NBBJ 1/8' = i' -0" 1/8" = 1' -0" 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fax 12061 621 -2300 J ®EAST ELEVATION ()EAST ELEVATION 1/8° = i' -0° WEST ELEVATION (3) L J (3) NORTH ELEVATION = T rm 11 II (3) ADO EFS 10 E1Ms!_ a es STRticr ( xow DASHED) TV_ G Y REY<AL .00x+T AIJGNFD TO B OST RIMERS OR TO EDGE OF SEEM (S N.N AS DRL :L'&S) AIM EDGE CIF REVEALS A@ x eae \ i t AT CO.. OF MIWON 1 � r OT1P. ELEVATION AT REVEALS N.TS PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE - ISSUED FOR PERMIT TUKWILA, WASHINGTON BLDG. 8 ONLY M I J O 3 3/8' EXPANSION JOINT ALIGNED TO CENTERLINE OF EXIST MULLIONS OR TO EDGE OF somr (SHOWN DASHED) O ALJGN CENTER OF REVEAL TO CENTERLINE OF EXIST MULLIONS (TYR) BUIL�NG 3,1 O O BUILD ING2 Sheet T. EXTERIOR ELEVATIONS Skin application color key_ Sake 1/0 = Approved By .lob nurber 24646.00 DavgledNBBJ prom JC, NJH Checked Dare 6/24/97 Sleet NM4rer GENERAL ELEV. NOTES: 1. INSTALL EXTERIOR INSUL & FINISH SYSTEM ( E.I.F.S.) OVER EXIST PLYWD SIDING THROUGHOUT. -BLDG. ELEVATIONS ILLUSTRATED HERE FOR GEN. SCOPE ONLY. CONTRACTOR SHALL FEILD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO BID. 2. SEE ELEV. 1 /A -8 FOR TYP. NOTES SHALL APPLY THROUGHOUT. - SEE SHEET A -7 FOR TYP. E.I.F.S. DETAILS. CONTRACTOR TO COORDINATE W /FIELD CONDITIONS. 3. EXISTING DOORS 0 WINDOWS TO REMAIN (U.N.O.) 4. REMOVE & REPLACE EXIST LANDSCAPING AS REQ. - COORDINATE WITH OWNER REP. 5. PAINT SOFFT ® 2ND FLOOR WINDOWS TO MATCH EFS -1. PAINT SOFFIT ® 1ST FLOOR WINDOWS TO MATCH EIFS -2. 6. ON BLDG. 9 ONLY, PAINT EXIST PLYWD SUN SHADES TO MATCH ADJ. EIFS. 7. SUBMIT COLOR SAMPLES TO OWNER FOR APPROVAL. OWNER RETAINS RIGHT TO CHOOSE FINAL COLORS FROM MFR. FULL RANGE OF STANDARD & PREMIUM COLORS. 8. SUBMIT ALTERNATE BID TO ADD HEAVY DUTY MESH ON WALL AREAS ADJACENT TO 1ST FLOOR BLDG ENTRANCES (2 PER BLDG.) -AREAS TO COVER FULL PANEL SECTIONS BTWN BLDG CORNERS FROM TOP OF SIDEWALKS UP TO SOFFIT OR REVEAL LINE FOR FULL WIDTH WHERE SIDEWALK TOUCHES BLDG FACES. (0.I.F.) - COORDINATE WITH OWNER REP. COLOR KEY: O LIGHT: EIFS -1 MEDIUM: EIFS -2 O DARK: EIFS -3 A -8 FECEIVEO CITY OE �L'KWILA PERMIT CENTER LC r I ,.__ O O OO I I rii— I I A ` a on i m, 1 (3) (3) ( ) _ NBBJ 1/8' = i' -0" 1/8" = 1' -0" 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fax 12061 621 -2300 J ®EAST ELEVATION ()EAST ELEVATION 1/8° = i' -0° WEST ELEVATION (3) L J (3) NORTH ELEVATION = T rm 11 II (3) ADO EFS 10 E1Ms!_ a es STRticr ( xow DASHED) TV_ G Y REY<AL .00x+T AIJGNFD TO B OST RIMERS OR TO EDGE OF SEEM (S N.N AS DRL :L'&S) AIM EDGE CIF REVEALS A@ x eae \ i t AT CO.. OF MIWON 1 � r OT1P. ELEVATION AT REVEALS N.TS PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE - ISSUED FOR PERMIT TUKWILA, WASHINGTON BLDG. 8 ONLY M I J O 3 3/8' EXPANSION JOINT ALIGNED TO CENTERLINE OF EXIST MULLIONS OR TO EDGE OF somr (SHOWN DASHED) O ALJGN CENTER OF REVEAL TO CENTERLINE OF EXIST MULLIONS (TYR) BUIL�NG 3,1 O O BUILD ING2 Sheet T. EXTERIOR ELEVATIONS Skin application color key_ Sake 1/0 = Approved By .lob nurber 24646.00 DavgledNBBJ prom JC, NJH Checked Dare 6/24/97 Sleet NM4rer GENERAL ELEV. NOTES: 1. INSTALL EXTERIOR INSUL & FINISH SYSTEM ( E.I.F.S.) OVER EXIST PLYWD SIDING THROUGHOUT. -BLDG. ELEVATIONS ILLUSTRATED HERE FOR GEN. SCOPE ONLY. CONTRACTOR SHALL FEILD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO BID. 2. SEE ELEV. 1 /A -8 FOR TYP. NOTES SHALL APPLY THROUGHOUT. - SEE SHEET A -7 FOR TYP. E.I.F.S. DETAILS. CONTRACTOR TO COORDINATE W /FIELD CONDITIONS. 3. EXISTING DOORS 0 WINDOWS TO REMAIN (U.N.O.) 4. REMOVE & REPLACE EXIST LANDSCAPING AS REQ. - COORDINATE WITH OWNER REP. 5. PAINT SOFFT ® 2ND FLOOR WINDOWS TO MATCH EFS -1. PAINT SOFFIT ® 1ST FLOOR WINDOWS TO MATCH EIFS -2. 6. ON BLDG. 9 ONLY, PAINT EXIST PLYWD SUN SHADES TO MATCH ADJ. EIFS. 7. SUBMIT COLOR SAMPLES TO OWNER FOR APPROVAL. OWNER RETAINS RIGHT TO CHOOSE FINAL COLORS FROM MFR. FULL RANGE OF STANDARD & PREMIUM COLORS. 8. SUBMIT ALTERNATE BID TO ADD HEAVY DUTY MESH ON WALL AREAS ADJACENT TO 1ST FLOOR BLDG ENTRANCES (2 PER BLDG.) -AREAS TO COVER FULL PANEL SECTIONS BTWN BLDG CORNERS FROM TOP OF SIDEWALKS UP TO SOFFIT OR REVEAL LINE FOR FULL WIDTH WHERE SIDEWALK TOUCHES BLDG FACES. (0.I.F.) - COORDINATE WITH OWNER REP. COLOR KEY: O LIGHT: EIFS -1 MEDIUM: EIFS -2 O DARK: EIFS -3 A -8 FECEIVEO CITY OE �L'KWILA PERMIT CENTER i Ili. , _ L i 11 i ,; MI, 1 IF 1 1 ' 'r H 1 — - 1-1-1-1- * I r 0 (3) NBBJ BRIDGE BIM. BLOM 7 & 9 ONLY L 30 BLDG. 6 /east, 8 /west, 9 /west ELEVATION 1' -0 ®BLDG. 6 /west, 8 /east, 9 /east ELEVATION 1/8 = P -0' 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fax (206) 621 -2300 (3) (3) Cl) ®BLDG. 5 /west, 7 /east ELEVATION ,/8" — , —0 30 L iL ®BLDG.5 /east, west ELEVATION 1 /8 " (3) 03 3 I 1 (3) 0 0 t" AT BIRO. 9 ONLY Lfr 1 3) 1 1 0 1 1 L 1 I BB�GEi;BIrH BIDGS. 7 & 4 COIL n I �� PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: (3) Iii II (3) I II 0 1 BLDG. 6 /south, 8 /nom, 9 /north ELEVATION 1/8 = 1' -0 .. ®BLDG. 6 /north, 8 /sow 9 /sow ELEVATION 1/8 = f —c DODB IDCA905 871 WEB 15 ECM 5 OALY ESN. BET@N EMS.7 deg O. Li SOUTHCENTER CORPORATE SQUARE - ISSUED FOR PERMIT T UKWILA, WASHINGTON BLDG. 8 ONLY 0 3 1 ()BLDG. 5 /north, 7/so `i 1/8• = 1 -9 .—_. s 7 li� ,l Nubs Dee EVATI (3) ®BLDG. 5 /south, 7 /north ELEVATION 1/8- = 1' -0 I it 0 Deseption of tee= I (3) 0 3 sae I/8 ,. = 1' -0:: BUILDINGS 6,8,9 0 0 BUILDS Beet rnr EXTERIOR ELEVATIONS Skin application, color key Approved By b6 UM. 24646.00 0 DesiyedNBBJ Den. NTH Checked Dme 6/24/97 BRIDGE BETWEEN B(DGS. 7 & 9 DULY I Sheet NOTE: SEE SHEET A -8 FOR GEN. NOTES & E.LF.S. COLOR KEY A_9 RECEIVED cm of ruKwlw PERMIT CENTER O - I i 0 g ga I n 0 0 m 0 0 — a-- E i � 1 1� — a r 0 (3) NBBJ BRIDGE BIM. BLOM 7 & 9 ONLY L 30 BLDG. 6 /east, 8 /west, 9 /west ELEVATION 1' -0 ®BLDG. 6 /west, 8 /east, 9 /east ELEVATION 1/8 = P -0' 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fax (206) 621 -2300 (3) (3) Cl) ®BLDG. 5 /west, 7 /east ELEVATION ,/8" — , —0 30 L iL ®BLDG.5 /east, west ELEVATION 1 /8 " (3) 03 3 I 1 (3) 0 0 t" AT BIRO. 9 ONLY Lfr 1 3) 1 1 0 1 1 L 1 I BB�GEi;BIrH BIDGS. 7 & 4 COIL n I �� PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: (3) Iii II (3) I II 0 1 BLDG. 6 /south, 8 /nom, 9 /north ELEVATION 1/8 = 1' -0 .. ®BLDG. 6 /north, 8 /sow 9 /sow ELEVATION 1/8 = f —c DODB IDCA905 871 WEB 15 ECM 5 OALY ESN. BET@N EMS.7 deg O. Li SOUTHCENTER CORPORATE SQUARE - ISSUED FOR PERMIT T UKWILA, WASHINGTON BLDG. 8 ONLY 0 3 1 ()BLDG. 5 /north, 7/so `i 1/8• = 1 -9 .—_. s 7 li� ,l Nubs Dee EVATI (3) ®BLDG. 5 /south, 7 /north ELEVATION 1/8- = 1' -0 I it 0 Deseption of tee= I (3) 0 3 sae I/8 ,. = 1' -0:: BUILDINGS 6,8,9 0 0 BUILDS Beet rnr EXTERIOR ELEVATIONS Skin application, color key Approved By b6 UM. 24646.00 0 DesiyedNBBJ Den. NTH Checked Dme 6/24/97 BRIDGE BETWEEN B(DGS. 7 & 9 DULY I Sheet NOTE: SEE SHEET A -8 FOR GEN. NOTES & E.LF.S. COLOR KEY A_9 RECEIVED cm of ruKwlw PERMIT CENTER N 1 N 0 OW' B=GINN, LEAD Pi!, AND 4, AES 7RuE COR,ER =, 0,2' EAST , COR,ER ELEC 1 CONDL H 7 0 I DE WA 0.09' NOP. OF TRUE CORNER 6 7E BUILDING I 2 STOHY 10,708 S.F. • 41, C) Taw r2pi",,-4, FROP i EX. TYPE uly MH Iii' RIM 22.32 1 1 1 -C-B ACV ; S 1 CB ( , BUILDING 12 2 STORY F.F.=24.00 [0,8455.F. "37 133" WATER METER CB 451 o BUILDING 2 2 STORY 11111 1.7. =22.50 10,921 S.F. 2" WATER WATER SERVI...., ,t ti5" WATER MeTER-- ' - 1 ca 5, BUILDING 3 ),____, _i___TYPE 1 li . 7 2 STORY Z---- , X , .4 . ETER-= -- , - . F.F.=23.50 10,709 5.F. Ark CB . -- k- r t - FROP-1,- 1747, EX TYP I 4 lE=1420-15" lE=l /120-12 ti;_sd WeY 11 sok - - CE6 -05T TYPE trr CB #213 PYPE- I- E:,TYPE 6 Or=22.23 /E=1Z.56-8,1_41 S IEE==212961-8" c, - Artv lir AT M 1 Maiummit_W_ 3 2 STORY F.F_=24.O.0 I:0,8.65 5, fi DETECTOR 'TALL ASSEMBLY ca ryFr A .,5' II MH 48 36" SD -fl • t „ ••,g I 5 7070/5 ' 14E 1 1 #22 TYPE , I ; v i 23 E I I CB #1 u .4442 SO1'47'29" TYPE 15 I _a8 , ' 1 I " D TYPE 151 - ce oat : 15, , CB. T PE 15 INSTALL WATER SERVIC ADDRESSES 4. VERTICAL DATUM: NGVD 1929 5. PARCEL CONTAINS 17.45 ACRES L CHA I NL INK FENCE L I NE BUILDING #1 545 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 BUILDING #2 565 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 BUILDING #3 575 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 BUILDING #4 555 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 BUILDING #5 625 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 BUILDING #6 645 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 BUILDING #7 655 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 BUILDING #8 635 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 BUILDING #9 665 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 BUILDING #10 360 CORPORATE DRIVE NORTH TUKWILA, WASHINGTON 98188 BUILD ING #11 375 CORPORATE DR I VE SOUTH TUKW ILA, WASHINGTON 98188 BUILDING #I2 370 CORPORATE DRIVE NORTH TUKWILA, WASHINGTON 98188 GENERAL NOTES I. SUBJECT PARCEL IS ZONE X - OUTSIDE 500 YEAR FLOOD PLAIN PER FIRM MAP 5303300328D 2. BOLDING SETBACKS PER CITY OF TUKWILA, FRONT = 15', SECOND FRONT = 15', SIDE = 10', REAR = 10' 3. PARKING SPACE COUNT: STANDARD COMPACT HANDICAP 764 483 21 6. construction and materials, unless otherwise specified, shall be in accordance with the City of Tukwila Standards and Specifications the 1996 Standard Specifications and Standard Pions for Road, Bridge, and Municipal Construction, english version as prepared by the Washington State Department of Transportation and the American Public Works Association. The Standard Plans (current edition) and the /996 Standard Specifications shall be maintained on site during this contract. Section 1-01.3 Definitions, the tern, "State" and "Contracting Agency" shall be amended to read "Owner". 7. The vault sixes for the Double Check Detector Valves have NOT been reviewed in the field. It is the Contractor's responsibility to confirm dimensions and adjust bk1 according!, should the vault need to replaced with larger structure as shown on detail on sheet 2. SEC 26, TWP 23N, RGE 4E, W.M FIX" WATER METER 30 SD 40 OLE . E. DETECTOR Aga- pc!SpE VAULT 43, WA'TEIR 'METER 2-2" WATER SERVICE 1 vr [ [ [ [ 0 50 . 47'29 ° W 34 C 33 1 I ' ----- 1 [ I 0 I [ 1 „--, ■ I 50 " -------„r „.„.„ !-e , TYPE i EMM. [1!, Ex; TyeE e- Daqfk4.33. CB -.57 CB TYPE Ill cce lang EAST” OF PROPER, LAE ANDOVER PART MES 117.E ff Fe, SCALE CONTACT se:n 61' SD CO #06 TYPE 15 LOWE ENTERPR/5ES NORTHWEST, INC. urocw! SQUARE 600 UNIVERSITY ST_ SUITE 2820 SEATTLE, WASHINGTON 98101 RON M. GRIEENE TUKWILA OFFICE (206) 575-2120 FAX (206) 575-1098 e-ma. ronmgreeneesaLcorn INSTALL DOUBLE CHECK DETECTOR ASSEMBLY IN EXIST. WATER .AULT . 13 .52205 36 SD 377.00' 2c6 • ! ! 1 ins oiousLi CHE. ASSEMBLY IN EXIST. 'W B 10 ! 1 0 1 - IDESCTOR I I I TER VAULT a orFww 276.4z' Z2.4 1 3.80' O 70 42/ TYPE I I 0 I WI! III 125.70' VICINITY MAP .T, fa 500 07702S1 AUTO FIRE CONNECI7ON PI WATER VAL VE Ea WATER METER a POST INDICATOR o- WA TER BLOWOFF - -W- - WATER PAINT MARK )4-0 LIU LI TY POLE W/LIGHT GUY ANCHOR 0 7777/70/ 700/ S POWER ME TER M POWER VAULT E POWER TRANSFORMER M TELEPHONE VAULT 0 TELEPHONE RISER 0 TELEPHONE MANHOLE r FIRE DEP, CONNECTION .C POST INDICATOR VALVE LEGEND CB .,y2 APPROVED: 69. 00' c, ' 19 FFIC LONA, 30_ CO' 30.00' 30.00' - T - TELEPHONE PAINT MARK GAS METER CAS /ENT -G- GAS PAINT MARK SO I '47'29 W 30.00' 0 D CATCH BASIN 44 57000 025500/ - - - SD - - STORM LINE 0 SEVIER MANHOLE 1051505 )00 T 7 ,1 s x cA P MON. r/J 0 FOUND MONUMENT as NOTED 007005 7070 DECIDUOUS TREE EMI 0500070 020/ - • ern r OTr&vvi , PERMIT CENTER z H v7 • t FEBCO /BackfloW 7 Prevention tm4rte_' et, et< GG<`aSe L's 4 B A Dimensions and Weights ner sue A B ^G O E wr.•L6e.r 112 - 1403.12518 163/81101.1133181 2186 3 41 718 25 5,8 22. 161/4113. 2280 sr .11 28 231. 1D IA 14 327.0 F "o' 56 1302 13 1 15 509.0 65 105. 32314 155/8 t5 L4 789 I �x :I ]'�' :[1 "'flan OSSY Gale Vai es (Kul Open, . a: Dimensions ate nominal Arowanaea mum tomaze Mr normal menu3cunng tolerances Materials of Construction 3/4" Bypass for Model 856 "ae Industries, Inc. - Coro Fluid Control Group' P.O. Box 8070 • Fresno. GA 83747 • Fax: US, 053 -9030 3 255 556 856 PAe6 Jar SPECIFICATION S HEErMOQEC.856 /FEBCCreacicfloW Prevention Characteristics Physical Properties Size or Mainline Max. working Presscre 175 PSI HyGrostatic Test Press. 350 PS smperalure Range 32°F to 14EP F (0 ° C :o 60 °C;% Sod Ccnnealons Flanged ANSI 816 Cass 525 Materials Man Valve Easy Ductile iron ASTMA53E Grade 5505 - 52 Agency C Coating Fusion epoxy coat. 44 ASSE L lSr: 'D:mp and exlerral AMA C550.90 Shut OH Valves OS 8 Y resilient weave AVM,. C509 gale valves Trim Bron2e AST. 0534 Allay C936C0 Elastomer Discs EPOM. Spring Stainless ore° Application Non - Health Hazard Fire Sprinkler Systems Model 856 Flow Curves t5 SEC 26, TWP 23N, ROE 4E, W M. DOUBLE CH'IECX DETECTOR ASSE - 2`°' and, DIAMETER EQUAL TO 007LET PIPE (12" DR 15 PER PLAN) COUPLING TO EX. P•" EX. OUTLET CLtplPPE SEE NOTES FRAME & LADDER OR STEEPS OFFSET SEE NOTE 5_ FRAME & COVER OLE/ /FHOM PER RECORD DRAWINGS T.E. SAME AS EXISTING PIPE SUPPORT(S5 3 "X.090 GAGE BOLTED OR 188E00E0 2" /8 WALL A7 MAX. 3" SPACING, MIN 040 SUPPORT se 06.1.fir.,004"•566CNEacOElESTCa • UL" • <' and 6- (HOrr anal and Vertical} Apy;ir•. Aux Cress el,n Aeecctcn Com arv.r -. Resew, a: U. pt Sow eaTec • e In Hor¢adal Corrrrgora4on ONLY Ap•ed F-,. wnC and riydrasaic ResealaT Me iSnAmem5 Sas x:em Ca3mna 110066666 vERnc:Lo SrALAA:wN OP PIPES /088 - 54" •!.u^3'5 403,2420,32.38,31 43 3 CATCH BASIN TYPE 6d - 54 SECTION DETECTOR DOUBLE CHECK VALVE DETAILS SEE 080 "t2' ;/5065 - /088 511:7 04EE." 5Hf.AR iFE '8/:65/ C:ORi'7Tr..°,7C PECI FOP L,04500T. (ROD BEN'7r •85 &'✓:OVih7.EN FOR WEPT/CAL 4U0(8/F.541 /8/ MOOR) SEE 0 08G 53 i - SAPICL'T TO REMO" EXIST PAVEMENT, AS NEEDED P..; ,LACE n7T5. 2 CLASS B ASPALT CDMPACII D as T.C. PLAN VIEW CB 7YPE 11 - 54" STANDARD LADDER STEPS 54" TYPE II CATCH BASIN 8" - SHEAR GATE TYPE II -54= FROP -TEE OIL /WATER SEPARATOR c2 ELBOW DOWN 30 BEND P" All COMPACTED FOUNDATION GRAVE' 2580 VAULT 5 3 i NOTES: 2 C2 • • SID' VIEW 1. DESIGN FOR = THRU DOCV 2. SEE ATTACHED NOTES AND MATERIAL LISTING. 4 MATFRGI. JJSTINr CONSTRUCTION NOTES: 7. L NSTRUT,'ON Sh'A BE i fJ C�CRDANC V✓i TH KIG 4L COUNT'/ STANDARDS AND SP,`,,EATivocN E EXCEPT A AMMCENDED C BY THE CITY OF TUAKVnLA 2. REMOVE AND "DISPOSE OF OFF -SITE THE EXISTING CATCH BASINS. 3. OUET TS. CAPACITY: NOT LESS THAN COMBINED INL PIPE METPAL ARTS i0 PARTS' CORROSION RESISTAldT GAr VANIZED NAVE ASPHALT TRCATME!J. 1. 5. FRAME & LADDER OR STEPS OFFSET SO A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 6. IF METAL OUTLET PIPE CONNECTS TO CEMENT 0 .0. EQUA L TO CONCRETE PIPE I.D PIPE: OUTLET PIPE TO I.D. L EE SMOOTH O.D. EQUAL LESS 1/4 " 7. ELBOWS SHALL BE CONSTRUCTED OF 76 GA. CORRUGATED ALUMINUM WITH SMOOTH- ROLLED 5052 H32 ALUMINUM PLATE ON OUTLET LEG. 8. ALL JOINTS SHALL BE SHOP WELDED. }(4" SHACKLE RODS WITH STAR BOLTS AND ASPHALT EMULSION COAPNG. 2 4 MIN. D.I. CLASS 52 PPE 3. PRECAST CONCRETE VAULT WITH HINGED STEEL PATE COVER. DIMENSION TO VARY WITH SCE OF ASSEMBLY O.S.HA APPROVED ADDER IF OVER 30 OE<P_ C 5. PIPE SUPPORT STAND UNDER EACH CHECK VA V 6. COPeER OR 9RONZE EYPA55 'NOB PN APPROV<D OCVA. J, }/4 WATER METER. 9. PPPROVEp DDNA S IN MNN LINE IN. TWO RESILIENT SATED SHUTOFF SALVES PND TET cOCKS. g. �, 6 6 OR 4 COUPLING ADAPTER, FL 10. 10_. 6 6 OR ,FL•PE D.I. CUSS 52 PIPE LENGTH TO Fli. 11. GROUT IMERIOR ANO EXTERIOR ALL AROUND PIP_ USING NOV SHRINK GROUT 12. t0 0 6 OR 4 GATE VALVE FL•MJ WITH POST INDICATOR VALVE. 1 }. FLANGE TEE ASSEMBLY SIZED ACCORDINGLY. 14. FANGEp 9P BEND CLASS 52 PIPE L•F BEND. FL tJ 4 OR 6" DI CLASS 52 PIPE, 18. 6 90 BEND FL 19 UL LISIED 5 STORK CONNECTION WITH .N OR 45 DEGREE EL30W. 20 6 01. C✓SS 52 PPE LENGTH AS REQUIRED FL•FL. 9G BEND FL 22. SWING - G OPE-- CHECK VALYE WIDi BALL DRIP VALVE TO BE INSTALLED HORIZONTALLY. JIel,TnR BOBBIE CHECK AND VAT, ACRFVRLY VnT'ES: 1. BACW STALL BE FEBCO a06 O pPP.ROVEO EGUAL 2. SIZE VAULT BASED ON SIZE OF pPP4RATU pND EEDNG MINIMUM CLFARANLF. 5 A SEPARATE DETAIL PLAN FOR VAULT INSTAA ANO SPRINKLER LJNE MUST BE SUB. D PND APPROVED BY THE FlRE MARSHALL PROIR TO INSTalAT10N. MINIMUM PAEANS SIZE SHALL E 4 VAULT 5 L BE SEALED i0 PREV W:TER LEAKAGE. AODEfte HALL BE REpUIREO WHEN DEPTH ,T i0P OF UO TO FLOOR OF VAULT E% EEDS 30•. INSTALATION OF ALL ADDERS Si+ALL BE IN COMPLIANCE 0 OS.H. >. LOCATE V AULT IN PLANTING AREA AND NOT IN PAWNS AREA, UNLESS APPROVED BY THE ENGINEER. . 555/6 SHALL BE IN ACCORDANCE w1T ALL APPLICABLE R EQUIREMENTS OF AN51 /SHWA 6110 /A21.tO ANO CEMENT LINED (SEE ARW AWWA & 9. PIPE SHALL BE DUCTILE I RON MEETING ANSI A21 .5 1 . CL52 a: CEMENT UNED. 10 TEMPORARY SUPPORT SHALL E NSTAU TI UNDER VALVES A NENT PIPE THE TIME OF INSTLLATION. AFTER COMPLETE INSiALAPON INSTALL PERMA SUPPORT STAND. 11. PROVIDE BALL DRIP VALVES ON F.D.C. CHECK vALVE ASSEMBLY OR AT BOTTOM OF F.O.C. RISER. 12. FIRE DEPARTMENT LONNECTON TO BE PROVIDED WITH ONE (t) 5 STORTZ CONNELPONS ANO TNO 30 DEGREE ELBOW. 13. ALL UNDERGROUND PIPING TO BE INSPECTED. FLUSHED. PRESSURE TESTE THE PRESENCE OF AN INSPECTOR PRIOR TO COVER AND CONNECTION i0 D THE IN OVERHEAD SYSTEM. 14. UPON INSTPLIAPON, BACNFLOW PREVENTION ASSEMBLIES ARE TO BE TESTED BY A C r12 TESTER ANO ALL TFSr -COCKS ARE "0 BE PLUGEO AFTER THE TEST. THEREAFTER. ANNUAL TESTS SHALL 9E PERFORMED aT OWNER'S IXPENSE AND COPIES ST RESULTS Si WLL . PROVIDED. 15. CONCRETE OF VAU S SHIJJ_ HAVE ONE S 4 s' OR TWO 3'•3' STEEL HINGED DOORS. City of Tukwila APPROVED: DATE: 11/22/96 MATERIAL LISTING & DETECTOR DOUBLE CHECK & VAULT ASSEMBLY NOTE WS -11 NOTE RECEIVE? arr of 1., •. � PERMIT CEtr -_� CITY OF TUKWILA DATE 80 8 SHEET C2