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HomeMy WebLinkAboutPermit D97-0245 - SOUTHCENTER CORPORATE SQUARE - EXTERIORCity of Tukwila L Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 262304 -9075 Address: 655 ANDOVER PK W Suite No: Location: BUILDING #7 Category: ACOM Type: DEVPERM Zoning: TUC Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: South: Sewer: Slopes : Contractor License No:...UNIMACC066DM Signature: Print Name:_ -Z'_.s . S. Permit No: Status: Issued: Expires: (206) 431 -3670 D97 -0245 ISSUED 08/26/1997 02/22/1998 Occupancy: OFFICE UBC: 1994 Fire Protection: SPRINKLERED .0 East: .0 West: .0 TUKWILA N Streams: OCCUPANT SOUTHCENTER CORPORATE SQUARE 655.- ANDOVER PK W, TUKWILA WA 98188 OWNER SOUTHCENTER CORPORATE SQUARE Phone: (206)575-8500 C /O'JSH PROPERTIES INC, 1005 ANDOVER PARK E, TUKWILA WA 98188 CONTACT RON GREENE Phone: 206 575 -2120 565 ANDOVER PK W, TUKWILA WA 98188 CONTRACTOR UNIMARK CONSTRUCTION COMPANY Phone: 206 628 -5076 1325 FOURTH AVENUE #610, SEATTLE, WA 98161 ******************************* * * *•k * ** * * * * * * * * *-k * * * * * * * * * ** Permit Description: COSMETIC UPGRADE TO EXTERIOR OF BUILDING. ******•*********** k*********************************** k * * * * * * * * * * * * * * * *** * ** * *k * * * * ** Construction Valuation: $ 85,000.00 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 ************************ * ** * * * * * * * * *k* * * * * ** * * * ** * ** ** *fir * * * ** * ** * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,313.78 *************************************- k********************* * * * ** * * * * * * ** * * * * * ** * * *** Permit Center Authorized Signature:s�'�- 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 lis permit does not presume to give authority to violate or cancel the pro . on o other state or local laws regulating construction or the perfo •- of I am authorized to sign for and obtain this development Date: Y 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 NamelTe�a_nt Lo / 4.25 � C � 5� � Value of Construcft ?teed ress: Atiz Cit St Tax Parcel Number: Prope y Owner: ____-, ( c--� Phone: Stre &idre el 3 9 .S ,z�LD s fix ,1 grip: Fax #•. 9... .9 Contra / Phone: Street Address: City State /Zip: Fax #: Architec Phone: Z-- - .C / /�- Street Address: ,, / /Zip: �' / � Fax #:/ ��� ` Engineq Phone: .�/ -'7"�� n� Street s: 2l �ilr r 4 . � � � L . _ , Cit e Zip: !lf/� / Fax #: 3 5 , i7 ✓7 Contage • , r Phone • Street tdSss:,%C5GG"g..�.. Azap /f.[,� �YZc�ty ,jet I, Fax #�� s ,?8, 8 Description of work to be done: /',., G (1/ /, f _ Z / O--1. 5 Existing use: ❑ Retail El Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel Pt ❑ School /College /University ❑ Other Proposed use: ❑ Retail El Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel PrOffice ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes A no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes no Existing fire protection features' ,sprinklers ,Y�, automatic fire alarm El none ❑ other (specify) Building Square Feet: Zfl,,, :7 existing Area of Construction: (sq. ft.) a2(170-71 c 4( r l." Will there be storage of flammable /combustible hazardous material in the building? ❑ yes Wpo Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OFTUK"/ILA Permit Center 6300 Southcenfer Blvd., Suite 10 , ukwila, 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 ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): El Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage El Street Use ❑ Water Main Extension 0 Private 0 Public El Water Meter /Exempt It: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp it Size(s) Est. quantity: gal Schedule: El Miscellaneous 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. Date application accepted: Date application expires: Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM C'TI'EI■MIT.DOC 1 /29/97 BUILD! ' OVVJA W2 1V D A ENT: Signature4 � �� A gra 11 WI Phone: Date: e) 0 ax #:o1 < 3 Print name' Address ,, /GI)G4(S City/State/Zip _ C lI IC) ALL COMMERCIAUMULTI -FAY TENANT IMPROVEMENT /AL ► 'ATION PERMIT APPLICATIONS MUD. BE SUBMITTED WITH THE FOLL • 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 Cl ❑ 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 line 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) Cl ❑ 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 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 THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CI'PERMIT.DOC 1 /29/97 Address 655 ANDOVER PK W Suite: Tenant: Type: DEVPERM Parcel #: 262304 -9075 CITY OE•TUKWILA Permit No:; D97 -0245 Status: ISSUED Applied: 07/18/1997 Issued: 08/26/1997 * * * *** *'k * * *** * ** *•k * * *•k k * * * * *•k** k * ** k•k * * ** k* *•k *•k **•k * *•k•k*•k * k•k**** **•k *•k•k * Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and the,Tu,k Building Division. • Electrical permits sha1l;=be'^.obte.tpedhrough the Washington State Division of Labor `:and`Industrie - s and all_ electrical work will be inspected by : that , agency (24866301. .. All permits, inspection 'records, and approved pla shall be available at, the jo,b site 'prior`'to the start of any con struction. 4 These d are to be maintained and:avai 1- able until ,:final inspection'° °approval' is<granted:. All structural concrete shall be special inspected CUB Sec. 3,06(`a)1) • All s welding shall be done by W.A.BO certified welders and, special inspected (UBC" !Dec. 306(a)5) 6. When special,inspection s is required either the owner, architect `'or, engineer :shal l notify ",.the Tukwila Building. " Divis,ion of :;appointment''of: `e inspection agencies' <:pri.:or :.to the , first'building,1n.spection. Coples - special inspection reports l be submitt to the Bui lding Division in a: timely ;'manner: Reports- :;shal.l. contain "address project na;me,,. Permit number and type o f inspection being performed • The specfial• inspector` shall `submit a. final signed report, statf, rig whether the' °work - requiri ng"speci,al: --inspection ;was, to ti the best Jof> the inspector's knowledge, in conformance' with,- "approved plans and specifications and the applicable workmanship'; provisions of the UBC. All construction ";.to be done in conformance with. approved plans -,.a)d requirements of the Uniform Building Code (1994 Edition),as amended, Uniform Mechanic'al,'Code (1994 Edition), and Washingtontate Energy Code (1994 Edition). . Validity 0f Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to b•e;:a.permit for, Or an approval of, any violation of any of the provisions of the. butiding code or of any other ordinance of the jurisdiction.' No permit presuming to give authority to vi!olate 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. REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F CORRECTION DETERMNATION: 'km* C,xct (ojy PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER Dc17-00L15 DATE 1 PROJECT NAME aitheenier (b ofaI $ hare- 6d 'it DEPARTMENT: n (� G DIVISION 1C PREVENTION 1 - 0617j-1 I 7' 17 PU WORKS STRUC U APPROVALS OR CORRECTIONS: (ten days) DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE 1 NOT COMPLETE El COMMENTS TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) DATE I I APPROVED U APPROVED WI CONDITIONS. . NOT APPROVED (attach comments) 0 DATE APPROVED APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 DATE %Imp!. ❑ PERMIT COORD AAOR • p I DUE DATE 1 - 0 1 d NOT APPLICABLE 0 DUE DATE 5 q-7 DUE DATE (Certification of occupancy required. ) rIVIAI`r'.d7•.� ihSe'a" t:'t2:'y40 : ` L' �Te:" FG!!^ n` fX7.: �'':]! Sti; ��' 1'' ry' f` �: '!�:7c"�!i'^!?:Sn!IFin �v'.*, s, �, �f. e.: t_ n¢ seL' t�.+ u' n+ mu+ i sn± sprm�s ;nNsmenv%e.7•.n..r in.+.......�..._.. PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER {)/7' as y 5 DATE - ig-q7 PROJECT NAME DEPARTMENT: BUILDING DIVISION FIRE PREVENTION n PUBLIC WORKS U STRUCTURAL 1 I DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS • REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED fl, APPROVED WI CONDITION APPROVED 1 APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE -F NOT COMPLETE NOT APPLICABLE Ei TUES /THORS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRE ROUTED 'BY STAFF ri (If routed by staff, make copy to master file & enter Sierra.) DATE REVIEWERS INITIAL / `�- DATE Z DATE PLANNING DIVISION • PERMIT COORDINATOR 0 DUE DATE DUE DATE g-5— 9 NOT APPROVED (attach comments) Q CORRECTION DETERMINATION: DUE DATE NOT APPROVED (attach comments),0 (Certification of occupancy required. ) PUBLIC WORKS REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F L`i gr• 1i44f C kliPl.•}3.i.' NtI iNIVCSVIV;rW :s* #tri'?!a riNrdw!uacc•,m+ruhtrx:+,attmvx ` ra ..mmn,...r.e,..nn.,....«...... m.<....._....— . ..._ ° PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER DU-Oat-0 DATE - 7 - ig-q7 PROJECT NAME at e ac dfa/6 $ uarr- &cl q.. DEPARTMENT: BUILDING DIVISION El APPROVALS OR CORRECTIONS: (ten days) DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE [] NOT COMPLETE El COMMENTS CORRECTION DETERNIINATION: APPROVED ET APPROVED W/ CONDITIONS FIRE PREVENTION PLANNING DIVISION STRUCTURAL E PERMIT COORDINATOR El 4 TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED' ROUTED BY STAFF [] (If routed by staff, make copy to master file & enter Sierra.) DATE '/7 �9 7 I I APPROVED n APPROVED WI CONDITIONS. NOT NOT APPROVED (attach comments) Q DATE DATE DUE DATE . - 7d - d- - q7 NOT APPLICABLE DUE DATE E -5- DUE DATE NOT APPROVED (attach comments) of occupancy i quired. v ;+:11Z +' AM,W...MIl? AvfA.tl(:.u:xl4. PUBLIC WORKS COMMENTS REVIEWERS INITIAL APPROVED REVIEWERS INITIAL C:ROUTE -F *�5'= °Sriiasv a.,124rrrur..xrowt ■mNIa.s'VmUmsaun cwrt+rtncin,.....me.r. PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER {)T7'o4s DATE Ti /g PROJECT NAME S (b(ofa/ 5 iiafe- 6)c(q.. t DEPARTMENT: BUILDING DIVISION ❑ DETERMINATION OF COMPLETENESS: (T,Th) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: FIRE PREVENTION n PLANNING DIVISION' STRUCTURAL ❑ PERMIT COORDINATOR ❑ a DUE DATE -727L-q7 COMPLETE ❑ NOT COMPLETE L.__. NOT APPLICABLE I TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ROUTED BY STAFF (If routed by staff, make copy to master file & enter Sierra.) DATE 1 1 1 1 I I DUE DATE S qi APPROVED n APPROVED W/ CONDITIONS. . NOT APPROVED (attach comments) FE DATE t DATE DUE DATE APPROVED W/ CONDITIONS ' D NOT APPROVED (attach comments) , ❑ (Ceraf'icadoa of occupancy required. ) �+F.4h1V. E 9'<- .M.E??eel, ' •;!1 : ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION ❑l PUBLIC WORKS a COMPLETE kc COMMENTS ROUTED BY STAFF fl (If rou REVIEWERS INITIAL REVIEWERS INITIAL PLAN REVIEW / ROUTING SLIP FIRE PREVENTION ❑ STRUCTURAL ❑ DETERMINATION OF COMPLETENESS: (T,Th) NOT COMPLETE ❑ TUES /THURS ROUTING: PLEASE ROUTE IT APPROVALS OR CORRECTIONS: (ten days) APPROVED n; APPROVED W/ CONDITIONS. ❑ CORRECTION DETERMINATION: APPROVED ❑ APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE -F ake copy to master file & enter Sierra.) DATE �l : :la? DATE DATE dyfi }fQfI r. tAC".iF/Ctq PLANNING DIVISION n n.- w�.s...�......,.........». mac' D 013 DATE 1 18 g El PERMIT COORDINATOR ❑ I DUE DATE . O q7 NOT APPLICABLE ❑ NO FURTHER REVIEW REQUIRED I Z DUE DATE S -5— qi NOT APPROVED (attach comments) ❑ DUE DATE NOT APPROVED (attach comments) (Cenihcadon of occupancy required. ) , • • '• i;clotiftial.04, ;:' Fireproofing Aggregates Shotcrete Concrete December 27, 1999 Masonry Asphalt S teel Dave Larson A9(A Roofing File: 99-405 P iling S oils City of Tukwila Building Department Wood 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Southcenter Corporate Park Address: 565 Andover Park East Permit No.: D97-0242 D97-0243 D97-0244 D97-0245 D97-0193 This is to advise you that special inspections are completed on the above referenced project. The following inspections were required and copies of those reports are attached. 1. Structural steel erection-on site welding To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, UBC and related codes and/or verbal or written instructions from the Engineer of Record. Sincerely, A.A.R. TESTING LABORATORY, INC. a dee,gL, Kimberle Anderson President cc: SGA Corporation-Jim Sylvester • • A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING NATIONALLY ACCEPTED LABORATORY Tel: (425) 881 Fax (425) 881 • 7126 180th Ave. NE • P.O. Box 2523 • Redmond, WA 98073 12/21/99 11:08 FAX 206 869 5824 v kKI'ECS Page 5 of 6 t, Canpletion Date: THE EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) INSTALLED ON THE STRUCTURE LOCATED AT THE ADDRESS INDICATED BELOW CONFORMS: DRWIT TO (WS MANUFACTURER NAME) ECEMIMENDED INsInr r nIra PRACTICES AND SECI'ION(S) OF ICED YS, INC., RFTOI' NO. ZIZ& . Address of Structure: at.) - rmce .J rt . ATE. SQdA[: 54.5 AatievEC Tu�wi�4 LIA le►oa IN ON . 98 A. Substrate Type and Tolerance — ECU= A- V Eg.TEGS Goit? o;24,Tlo..1 (EIkS CCU IRACICEt NAME) EIFS Contractor Company Name re.ss : VeRTEG.S • C..D pc:or-.!►►TI CONFORMS B. EIFS 1. Adhesive and/or Fasteners 2. Insulation I 3. Reinforcing Fabric ,f 4. Base Coat ,/ , 5. • Finish / ' C. The information entered above is offered in .testimony that the EIFS installation conforms with the EIFS manufacturer's installation methods and procedures, and the ETFS manufacturer's ES report. NOTE: An installation card shall be received from the Sealant Installer indicating that the sealant installation conforms with the EIFS evaluation report and sealant manufacturer's installation methods and prccaedures must accompany this declaration. 10o WE - 5 EbMc.)on A c ) �d Product Component Names: Adhesive (s N Fasteners (mach) W I va LO CAe. Base Ccat, CatNe; s Reinforcing FAbric ME t)1 ATE MESH Finish Coats) S ANppeNaLE- Flbas Signature of responsible Officer: f Typed Name and Tit of Officer: Freeman Hoy: Vice President Telephone Number ('F1.51 RS5 - O cc: Original: Building tepartment Nast be submitted with sealant Copy: EIFS Manufactures installer declaration.) IQIUU2 /UO3 yyUUJfUU):: 12/21' _ sA. U� 8u �oc4 v�xl��5 ri 82 u�•i�ioa 14: t FAX 2a6 a sa2� YEIt7ECS QJoo= '' Paps i et ! ��. SEC.vit,rfy SEAt.Ar''S ��M ti � THE SEALANT INSTALLED D CONJUNCTION viral AN EXTERtoR�U SULATION AND FINISH, SYSTEM (6E;S) INSTALLED ON THE STRUCTURE LOCATED AT THE ADDRESS INDICATED . BELOW CONFORMS: y. itira it NAB) 71)C (sZ Z? tr I'WrJFACZ'UFLR's NMM ) Date: Si I te ___ Il+�'I ZZAYZ i NACTIC C3 AND su L ( (5) ___ OF IC 93 IS, INC., )i0. X2416. 1O ( fl Mum nagaizza tam ' Mines cd Sttuctute: PL'o�1:et ralft Name: Prinz (s) Plu, ) Qn Seam , � � � ,,,,,.�.. _... sand Sealant lmc�xiaa r 5b S t i sagas A. a , Y} d��ls and itmt�cvetians C. ?�elQiar inegatic VI 5 a iSactvrr r rrquii' nts „— D. The intaxuatien =tared a> is camel in teatiamy that t i Sit: iratallaticn =forma with the sealant manufacturer ' c inat:aliation meld are �, end > s maniia4Ti3='�'a evaluation zepott. Sealant Tretalle' 0 ety tam and Adcit.�: Signature of�a� ibis vlYi : Type! Rare of Of iarx: �+ o•N_ _• a ►� ANq�,ER CC: Original: eW.2d it (Kilt be Lttari '4th EXFS , cupid: FZFS )damfect r r contractor adoration.) . . WS contractor Sealant ? 'tuns• Post -it' Fax Note , .... ;7671 Date t Vales, 7 m OW X ii PON - "° 64111 $ , . Co.Jocpl. Uwe/ bar- co. . fY PhO S N .. Phone 0 1z.0 , 1' I1,`� / ., b0 /b Fa M %75 1//q.. • Fa" • '•' -iitl- 1C '7f VJ7• JJI - I'1 UIl1W rrvrLR1 r.1 • 10..01/? COUGMLINPORT(JND$i I Project Record "Date: July 28;1997 'To: N JJ 111 S. Jackson Seattle,. WA 98104 fax 621 2304 ickaort Pages: Memorandum The general notes state dlat masonry should have special inspection. Because the new ztusvrry construction does not consist of prima: y 5. t;; ti ¢1ements and the design stresses are so low, Coughlin Porter Lundeen does ,not require cha t the maio:i.ty have spate inspection. It b acceptable that the allowable stresses be half of that of usonry with special inspection. IF you have a :,y questiot,s or comments, plean ct me. Eric Da.iz, P.E. Cough' n ;'otter Lundeen • cc: :Ron Greene Lowe Enterprises 575 -1198 4. i'roj cct No: 974C25 -Oz E`Y= Eric A. Vann 717 PIMA STvii. V4 :MG = N•RI l Proj Soutkcenter Corporate Square Sent Via Far TOTAL P. Project: 52 eti tic KO Typ f Inspection: 7 7-20f.e Address: f k5'5 4 1°l4 Da alley Special instructions: Date wanted: G� / 2i/ 1C/ r .,". Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98 PERMIT NO. (-206)43_1 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ei $47.00 REINSPECTION S EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: `7 Project: Type of Inspection: i Aaarress: Pli Date called: Special instruction s: Date wanted: 4 /2:--2-/49' m. Requester: Phone: 0 Approved per applicable codes. 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: /) kxze, 4-07 74,-7,- Corrections required prior to approval. El $47.00 REINSPECT! FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • Project• ) jJ ( C21 ...tar (b ) Type of inspection: , , � r��lVtn c Address: Date called / Special instructions: Date wanted: + � , a:m: Requester: Phone No.: neAc p c: 19 ‘ 5 - 10W/ 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. Corrections required prior to approval. _COMMENTS:. Inspector: Date: I� $42,00 REINSPECTI • FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. Date: (206) 431 -3670 *irk k*** *•! i• kk *yk**ol•** **kkk * *****k* *: hark** *•k• ***kkkA** *****A*** *4kkk CITY : OF TUKWILA, . WA -I TRANSMIT * * *A * * * ** * ** *fir * *k*k* k * *k 4 * *lckkk *kk *kkkk * *kkk:lkk * kkkk TRANSMIT Number: R9700633 Amount: 798.00 08/26/97 10:56 Payment Methods. CHECK Notation: LOWE.ENTERPRISES Init: SLB Permit No D97-0245 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 262304-9075 Site Address: 655 ANDOVER PK N Location: BUILDING 07 Total Fees: 1,313.78 This Payment 798.00 Total ALL Pmts: 1,313.78 Balance: .00 nk * * * ** ; *•A * *k ** * * * *ti * * * * * * *• * *** *A0 *A ** * * **** * *kA * *A* *•pit* * * * ** Description Amount OUI:LDING - NUNRES 793.50 STATE BUILDING SURCHARGE 4.50 A ccount Code •000/322.100 000/366.904 1494 08/28 /719 TOTAL 798.00 2k*v+*+**++* ' �+a | . � � �'� � �� '``�|� �� ''TRANSMIT / ** ' *++ **+ a+++**++*�*�*********`****+***+** * ^ uS m. :. H97oO|6qmo`"nt:� 515.78 07/18/97 12:33 , �'^`' "+/m th �: -� CHECK. Notation: NW INVESTOR Init: KJP� `aYme''e oo a �n o lon: cu � � . Total Fees: ,:,i,3t3.7B . ,:Th1s Payment - 515.78` T. tal ALL Pmts: ' 515,78 ' . `� � Balonoe: 798,00 : *****��i*+****+ak***a+*******+^*****+++****1%*^*k*+****+*++****** Account` Code Description '. '',A00/3'45.830 � �PLAN CHECK - NONREG Parcel No: 262304-9075 Site Address: 655 ANDOVER PK N Location: BUILDING 07 � � . . �`Perm1tNo� D97_0245 .Type. DEVPERN- DEVELOPMENT PERMIT Amount 515.78 ??6407/21 9705 TOTAL 515"78 December 20, 1999 Ron Greene 600 University Street, #2820 Seattle, WA 98101 RE: Permit Status D97 -0245 655 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, Brenda Holt Permit Coordinator Department of Community Development Steve Lancaster, Director Xc: Permit File No. D97 -0245 Duane Griffin, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 Post -It" Fax Note 7671 Da 0 I. j; litres ' �,., r To ii1.e,� L./ eoll c_.S Fro�! m Y/ ttA-W4AtEC co. U/eivi4g4 (-•P/ ' codoepterl ,dig */W11114 Phone # Phone #2/ /_ 5 07` 4 s t 7 p2.9 Fez# !/ a Fax ?, ee" AUG 26 '97 09 :35AM UNIDO, rROPERTIES • ZINV wgf 0 ev`v 4avr i laoz mi¢i°• 'SQ• P.1 /1 RECEIVED ' CITY OF TUKWILA • • • PERMIT. CEUTER • PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF : NBBJ Ill South Jackson Street Seattle. Washington 98104 12061 223-5555 , Fax 12061 621 (055 Prndovec p K Elk PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: OWNER : SOUTHCENTER CORPORATE SQUARE - ISSUED FOR PERMIT TUKWILA, WASHINGTON BLDG. 7 ONLY or Co 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-5 EXTERIOR DETAILS / SITE DETAILS A-6 EXTERIOR DETAILS A-7 E.I.F.S. DETAILS A-8 EXT. BLDG. ELEVATIONS A-9 EXT. BLDG. ELEVATIONS Si GENERAL STRUCTURAL NOTES S2 BRIDGE/PAVILION FRAMIMG PLANS & DETAILS ES ELECTRICAL SITE PLAN Cl UTILITY PLAN C2 CIVIL DETAILS SEPARATE PERMIT REQUIRED POI, o MECHANICAL ELECTRICA O PLUG 0 GAS PIPING cure oF TUNVILA BUILDING DIVISION By DasoBien of Reid. COVER SHEET ',proved By as raster 24646.00 DerkeNINBBJ Cram SM,JC,NJH (Boded D. 6/24/97 TT Notor 091- 0a4.5 SECTION, TOWNSHIP, RANGE: 8 ro F ° SURVEYED BY: KRR DRAWN BY: JWL DATE LAST rnr, 2/19/96 TSB. BY h 4 m �'C'q 1 •W - p � D a m z° E 8� �i'e8,� ;>4.F8�am O1 = @ir N Q v m • ) . 4.. - � Rg'A`D 1 k l �'� ` ' g 2 g NZ 1111119P ' C 04 t AgA g 6 . .AAg a'i '1 ill I li "it! i g „.M A p t" i A �� b Q i R gi SIN T !� FF� 1 ., 4 1 1 43 lel t D �1 q v. 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I w v „ sA i o v 110 IA NKi g ° i �=, °9 85 AN Sao A �� Z� m� A� $�� i� of 2 g °; g ag �: A � Am p R m � w e CK'D APPR Bcp i * z ° 4g Ay a�m 1 P KING CO. SCALE: 1" = 50' 0 0 75.21 CNAINUNK FENCE N8755'02 "W - e' W-1 1 MM Ii , 42 "W — — SB8ro5'42•E 327. CORPORATE DRIVE NORTH yy 588'05'42 "E Y A 08755 "E A ° o� o 8 ° 58805'42 "E m 629.34' T T Q*QO ..06. I ® Ty 4 : ®g% 1 ! Wi !iiii 1 ; : ; hilii ;' 1 r! g N Y g 4 PROJECT NO, 3- 1905 -0101 _.... - —s- 67i3.7 .._ .� r 659.35' p • M/NKLER BOULEVARD LOWE ENTERPRISES SOUTHCENTER CORPORATE SQUARE A. L. T.A. /A. C. S. M. LAND TITLE SURVEY DRAWING FILE NAME: S905ASOI.DWG n N D WASHINGTON WLN N ° 88105'42 "E 133Q.34'- F eg PACIFIC 9026 -112th Avenue N.B. P.O. Box C -07904 Bellevue, RA 98009 -9904 Phone: (208) 929 -0220 Fax: ( 2 822-5841 dal Pe • 1m ronmm 5avl.am 1 - liabmithi ihg U tll . 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CONC CA4C SEAT 1CCAC. 21 tCONC AEW CURB CUT $ 11. .CHAIR OMI LAYOUT /PAVING BLDG.12 RAMP 1.12 ROPE - EXIST. TRASH ENCL TO REMAIN -PAINT TO MATCH ENCL 50 0 25' 50' 100 200' ENTRY PANUON LOBBY I NEW POLE AMMIER CONC. DISABLED 'mil. PXG. SIGN -.444: Villir MOUNTED NEW .1 INK Furr PIANTWGS .� ■7 CCM. PAD, a NEW ET. URB CUT $ WHEELCHAIR A RMP ROPE RY LAYOUT /PAVING BLDG.10 1/16 = 1' -0' AREA OF WORK COC. EXI CONC. P AS (SHOWN D. (SHOWN GASHED CH DRAIN CONC. SEA CONC 2 I CY .1. E ETAST. 1 11CNT FlXIURE '� 'CONC. 21- TIP. STRIP 2' 4' WIDE EXIST. CURB NEW TRASH DEMO & REMOVE EXIST. TRASH ENCLOSURE RY LAYOUT /PAVING BLDG.4 ENCLOSURE OMIT 0£' '06Z1 M „6Z,Lv,10S ANDOVER PARK WEST ENT, MEM -SEE SEE -ti MEWED PM 46M PE SIM. RR NE! FE Rif NE ,: ACM . PATH 1/16 =1"1C' RY LAYOUT/PAVING BLDG.3 OMIT r- \ EXISTING BUILDING 11 2 STORY F.F. =24.50 30,208 GSF EXISTING BUILDING 8 2 STORY F.F. =24.00 20,421 GSF - OMIT EXISTING BUILDING 7 2 STORY F -F. =24.00 19,421 GSF , 00'LLc EXISTING BUILDING 9 2 STORY F.F. =24.00 20,421 GSF OMIT EXISTING BUILDING 6 2 STORY F.F. =24.00 20,421 GSF 0 PREP. & PAINT EAST. MTL ROOFING TO MATCH EIFS -1 (MF OMIT - EXISTING BUILDING 5 2 STORY F.F. =24.00 19,421 GSF 1 11 Ei'1 L' (' t 1 t I iri' f 1 f 1 1 1 I l 11 i 11'f1 1 .. EXISTING BUILDING/viir 2 STORY 1F�a'�1 F.F. =24.00 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 EXISTING N. BUILDING 12 2 STORY F.F. =24.00 19,421 GSF ' OMIT EXISTING BUILDING 4 2 STORY ®MIT e19, 1 11111 al 1 _ BUILDING 1 \ IQ 11_1 1 2 STORY F.F. =22.50 20,421 GSF s-- WIWIRAW DOCISPI DEmo MIT =. Ems. T?L"g= ENCLOSURE PARKNG MULY5MS S1iYARY TOTAL PARKING STALLS TOTAL HANDICCAPi'ED STALLS EXISTING 1261 22 PROPOSED 1257 22 PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE - ISSUED FOR PERMIT TUKWILA, WASHINGTON BLDG. 7 ONLY TfR -S1RP 2 =4' MIDE f�W i CUT k RA MffE1 2 SL YP 1:12 SLOPE NE! PLAMNGS NOTE STALL DRf6190NS SHALL FELLOW MY OF TUKWILA ZONING CODE 1856. ,0s' "LSi timber Date ENTRY PAM. SEE SHT. A -5 �`'R W _ O 1. Iiima MMM Ar �� arVI EA1ST. MEW < CONC. TRENCH DRAIN 1CDNC. 21 7YP. STRIP 74'WDE ■ NEW POLE ' 1 PA DISABLED PARKING SIGN PL SYMBOL FOR NEW ACCESS. STALL - ►, PT. 5-0" W ACCESS PATH 1NEW PLANTINGS M 6Z LP. LOS REMOVE IXI CIX1C. P G AS REGO. (SHOWN DASHED CONC. 11 G SEAT 1cumc. 21 REMOVE EXIST. apiT FIXTURE NEW CURB CUR & WHEELCHAIR RAMP 1:12 SLOPE NEW CURB TO MATCH EXIST. T RY LAYOUT /PAVING BLDG.2 NEW TRASH ENCLOSURE OMIT DEMO & REMOVE EXIST. TRASH PAINT TO MATCH ENCLOSURE EIFS -2. Sheet >Ne SITE PLAN 1CONC. 21 T P. TRIP 2' -s° S WIDE REMOVE EXI57. LIGHT FIXTURE NEW POLE MOUNTED I DEMUR, SIGN NEW CURB PT. SYMBOL FOR NEW ACCESS. STALL PT. 5' 0' W. ACCESS. PATH Sale I" = 40- 0" APPrared By Job Nata 24646.00 Da56 JNBB) Darn SM,JC,NJH Ch6ded tare 6/24/97 ENTRY PAVILION SEE SI A -5 REMOVE Ey.IST. CONC. PAVING CONC. SEAT OMIT DEMOLISH AND EXISTING COVERED WALKWAY STRUCTURE & LIGHT FIXT., CLOSE EXIST. ELECT. LINES AS READ. - PATCH AND REPAIR PAVING TO MATCH EXISTING NEW TRASH ENCLOSURE - EXTEND EXIST CURB & PLANTING MIT LEGEND S Nnter A -2 1c c. 11 NEW PLANTINGS. III RY LAYOUT /PAVING BLDG.1 NEW CURB CU WHEELCHAIR RAMP 1:12 SL QE 1/16' =1 -0 GENERAL SITE PLAN NOTES: 1. CONTRACTOR FIELD VERIFY ALL EXIST. SITE UTILITIES, LIGHTING, LANDSCAPE IRREGADON & SITE DRAINAGE SYSTEM PRIOR TO START OF WORK. - COORDINATE OWNER REP. 2. PROVIDE POSITIVE SLOPES AWAY FROM BLDGS. 9 ALL AREAS OF NEW WORK. 3. SLOPE CONC. SIDEWALKS 9 1% AWAY FROM BLDGS., TYP. 4. PAINT ALL ELECT. BOXES & TRANSFORMERS TO MATCH EIFS -2 COLOR (0.1.F.) DEMO EXIST TRASH ENCLOSURE: (5 TYP.) REMOVE EXIST STRICT. -PATCH & REPAIR EXIST PARKING PAVING. EXTEND OR EXIST LANDSCAPE ISLAND AS 51-10 TO MATCH EXISTING. EXISTING JUNCTION BOX 0 FOUND MONUMENT -SEE SURVEY EXISTING EVERGREEN TREE EXISTING DECIDUOUS TREE EXISTING CONCRETE WALK an o�Er�E�cOwlu PERMIT CENTER III INN NM L[LLIE-iii - r -' e -; • 2 STORY ATRIUM NI— . — L °PAVILION: Building 7 1/B" = 1' -0' - OMIT - ® ATRiUM 1/16" = 1' -0/16" = 1' -0" NBBJ REMOVE CLG HUN; BANNERS REPLACE DOORS 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fax (206) 621 -2300 REPLACE DOORS - OMIT - Num REPLACE CARPET AT ATRIUM GROUND FLOOR, BRIDGE ABOVE AND LOBBIES. HIM RELOCATE EOSDNG FURNITURE & PLANTERS AS REP. FOR NEW WORK. IY - ..1• BLDG. 7 SEE LOBBY BWGS 04,10 NOTES sa 01Fi MEIN III LOBBY LOBBY DASHED) LOBBY Aeon DASHED) II r .. LOBBY ' ∎4 WOMEN TES SILL WOMEN REPLACE CARPET RFPLAa DOOR Fa arST. D E EW COLE 7 WIDE DIAGONAL �. .. 0 CORNERS. FULL - US, TIP. /FIN. EMIL0 CARPET TRANSITION. - OMIT - EXTG. TREE TO BE REMOVED ENTRY PAVLOV - SEE SHIT. A -5. X LCONC 2 - TYP. STRIP 2' -4' WIDE BLDG. 6 0 PAVILION: Building 5 1/8" = 1 —0" WAWA IA®>a L I Ei PA NMI I EQ. EQ. DEL Care. I EQ. BLDG. 5 FAR T1RC E LOBES RE A -3 CASE FIE WIT COLLECT 1.11 ORM IE1 RN101G5 MOE DM. COIF PAVING � (X19C YET WEI 20 RR_ 1ST RR SUMO .C6E OOP 1ST Efl06E 01. C.1LE TO [PALO LEN POLE ,Ia1110 yv MOE RODEO AMPLE PL C - ACCESS. PATH PE 51111E RR 0E7 AGES 501€E —+` a1 P1M®16 ,E1 OM OJT .SM a1 00 Mt OTT BMIMS ROVE SORE ■ I_ 00E00 0 2/0 ROUE S 0310. MDR Mt /111L SC T OF 1E11001011 TO EE Flt FA9E ME RADOM SAP3JF EXSTPE 0010 R/8 i0 MOE FOR FEE 00 . SNIPS � PAVILION: Building 6 1/8" = 1' -0" t .r. LOBBY /ENTRY: Building 9 1/8' = 1' —O (2ND FLOOR a7L) 9 1/8" = 1' -0" (2ND FLOOR S1t41.) r OBBY /ENTRY: Building 11 PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE - ISSUED FOR PERMIT TUKWILA, WASHINGTON BLDG. 7 ONLY FaT TYPICAL NOTES 2ND FIR: STAIN EXIST Ry,q FRAME X1FFF TO REMAIN ROWS EXIST. CONC PAVING ENTRY PAVUON -SFF SHi. A -5 EXIST. POLE LIGHT TO REMAIN Ica. 21 TYR SIPJP 2 W®E FCR TYPICAL NOTES SEE LOBBY /ENTRY: Buildings 1, 3, 6, 8, 12 IM. 1/8" = 1' -0" (2ND FLOOR SIM.) REPAIR AND PAINT DENTED WATER FOUNTAIN DNTNCH DRAIN V NEW PLANTINGS DUNG. SEAT S KONG 21 ENIRY IIN - SEE SHi A O -5. EQ KONG 21 6_ -. PP.TPoP , D O C RY D 74'SW10E REPLACE NNW. STRIP EXTG. WATER FOUNT. EXTG. TILE N"8a D4 By EXIST. DIE TO MAIN - AOD RE NEW VINYL STRIP. Mt WATER FOUNTAIN - CONCEAL WIRING WHERE REQb. W /SURFACE MOT. PLUG MOULD RECEIPT. COVER, TYP. REMOVE EXIST. WALL COVERING - PREP.& PAINT KEG 2,4,10. REMOVE SIGNAGE, Tr. STAIRWEII REPLACE EXIST. PONT FIXTURE W/NEW - BLDG. 2, 4, 10. NOTE REMOVE ALL WALL MIRRORS IN LOBBIES AND HANGING BANNERS IN STAIRWELLS, TOR WOMEN PAINT SCHEDULE: LOCATION 1ST FIR /2ND OR LOBBIES STAIRMEL 1ST FIR /2ND FOR VESTIBULE WOMEN CEILING GIB WALLS cm 1/8" = 1' -0" (2ND FLOOR SIM.) SEE SLEET A -2 FOR NEW PAVILION & PAVING LOCATIONS BIDGS 2,4,10. Sl Rlle LOBBY PLANS REPLACE DOOR - NEW DOOR FROM ER. P CARPET (SHADED) EXI 11LE TO REMAIN. OR 0 1ST FLOOR LOG. 1 DOOR 0 1ST FLOOR BLDG. 3 (EXTENT OF NEW CARPET). REMOVE SGNAGE (TYP.) ADD 1.1159N6 TRIM TO EXIST. RECESSED LIGHT FIXTURE MERE RP SEE SHEET A-2 FOR NEW PAVILON & PAYING LOCATIONS 0 BUM. 1,3,12. FOR TYPICAL NOTES SEE NOTE BLDG. 12 HAS ELEVATOR - •.I T DOOR & FRAME IJ REMOVE MIRRORS REPLACE 2ND P CARPET - SCOPE SIM. TO BLDG. 1, 3. DOELT OF NEW CARPET ON 2ND .. BLDG 2,4,10 AND 1ST FLR DLBG. 4 TRANSDON OF NEW CARPET TO EXIST. FLOORING TO OCCUR AT CHITER UNE OF EXIST. DOORS, BLDG/ VERIFY EXACT LOCADON OF IPISDNG DOORS W FIELD. PREP. & STAIN FIN. EXIST. DOOR AND FRAME PAINT EXTG. FRAME REPLACE RUBBER BASE, TYP. PREP & STAIN DOOR. AND FRAME TO REMAIN BLDG. 4 WALK OFF MAT LOCATION - ALLGN TO DOOR JAMBS W. OFF MAT TO BE INTEGRATED WITH CARPET, SEE SPEC. - COORDINATE W/ OWNER'S REP. PAINT ELEVATOR DOORS &FRAME REPLACE STOREFRONT WINDOWS/DOORS. MATCH EXIST. DRK. BRPP COLOR - SEE. SIT. A -4 EXIST. PLYWD. FIN. WALL ( REPLACE SCdJAGE REPLACE EXIST. EXPOSED AGGRAGATE CONC. W/ 1/2' WD. NOTE PROVIDE NEW CARPE © AT SECOND FLOOR LOBBY AS PER FIRST FLOOR LAYOUT SHOWN HERE NOTE BLDG.10- NO CARPET REP. FOR FIRST FIR. STAIN DOOR AND FRAME ADJACENT TO ELEVATORS. NOTE: PROVIDE 10' WIDE CARPET BORDER AROUND PERIMETER OF 1ST At 2ND OR LOBBIES CPU) AREA OF WORK EXCEPT S®AYeRS LOBBY/ENTRY: Buildings 2, 4, 5, 7, 10 SIM. Daoptm of R Scale _1/B = l._n„ 4, 1441 By .lob NIA. 246 46.00 DedgedNBBJ Uaan JC NJH asked SM Dote 6/24/97 GENERAL PLAN NOTES: 1. CONTRACTOR FIELD KAIFY All DIMENSIONS AND CENTERLINE CCNDIDONS PRIOR TO START OF CONSTRUCTION. NOTIFY OWNER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO START OF WORK. GENERAL SCOPE OF WORK FOR 1ST & 2ND FLOOR LOBBY REMODEL IS SAME FOR 6IDGS 1 DIRU 12. SEE RAN 2 FOR TYPICAL NOTES. 0 COORDINATE AIL RECT./MECH. PLUMBING & FIRE PROTECTION SYSTEMS AS REDD. W/ OWNER. 4. COORDINATE NEW 000.45 & HARDWARE W /OWNER'S SECURITY SYSTEM REP. 5. RESDt00M FINISH SCHEDULE: NOTE REMOVE EXISTING WAIL COVERING AND PREPARE ALL NON -DIE WALLS FOR SEMI -GLOSS PAIN, GWB WALL TOILET P. WALL: GWB CEILING: PR DMINTFR., REPLACE Ex15T. PLASTIC LAMINATE 61.: NEVAMAR, ARP SURFACE, ENPP LACE TEXTURED, S -2 -85, 6. NEW CONC. INSTALLED MOH ALL TOOTED JOINTS At MED. BROOM FINISH -SEE DTL11 /A -6. 7. REMOVE EXIST. CONC. AREAS AS SHOWN. PREVENT SP.NG BY DOUBLE SAW CUTS OR Aar WdOIE SECTIONS 0 EXIST. WA. JOiN15 - SEE SPECS. $Aee1 No-box PERMIT CENTER NBBJ 111 South Jackson Street Seattle, Washington 98104 (2061 223-5555 Fax (206) 621-2300 EXIST GWB GWB TO MATCH MU WON GLAZING @JAMB AT STOREFRONT EXIST PLYWD SIDING TO REMAIN. 4 1/2' BLDG. PAPER ETES, ON 1' FOAM \_ 1/2' SEALANT & BACKER ROD 1/4' SEALANT & BACKER ROD BOTH SIDES STOREFRONT MULLION 3' = GLAZING AS SCHED. GLAZING AS SCION. PUFFIN. ALUM MUUJON PREFIX, DOOR FRAME ° DOOR JAMB AT STOREFRONT PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON 3" = 41/2" 6 AT STOREFRONT = •—o• - 4 1/2' (DAZING AS SCHED. - • - SILL AT STOREFRONT EXIST 21KG. TO REMAIN. EXIST PLYY0 SIDING TO REMAIN. 1/4' SEALANT. & BACKER ROD BOTH sews PREM. ALUM MULLION —OUTSIDE GLAZED GLAZING AS SOHO). PREF*/ ALUM MULLION —OUTSME GAZED PREF1N. ALUM PAN, WAIGZ— TIGIT ON ALL SIDES, SET IN SEALANT 1/4" SEALANT & BACKffl ROD BOTH SEES w/WEEPS @ 24' B.C. EXIST FUN MI ISSUED FOR PERMIT BLDG. 7 ONLY A I < ODOOR ▪ SILL — Gr TRANSOM GLAZING AS SCHED. PREFIN. ALUM MULLION PREEN. DOOR FRAME MULLION BEYOND *DOOR HEAD AT STOREFRONT iHi ----- MULLION BEYOND PREEN. DOOR FRAME ALUM THRESH w/ BEV EDGE ACCESSIBLE PER MFR —SET IN SEALANT EXIST FUN JNT. 10'-4 1/4" (BLOCS. 1 3, 9 12) 9'-6 1/4' (BLDGS. 2, 4, 10) EQ. EQ. DOOR NOTE: HELD VERIFY ALL DIMENSIONS & CONDITIONS ALL CLEAR GLASS, PIP. —SEE SPECS. TYP. STOREFRONT ELEV. 3/U" = r—Er 2454500 \ DE TV1T1„.5 t■herleer Dote By Desaphon of Sem. Shed 14, Beet Thinker STOREFRONT DETAILS A-4 Scde AS NOTED _-------,— — cmATFTS3A1A *coved By IA NUIllil. 24646.00 Devwd NBBJ ow. SM NJH Checked Date 6/24/97 JUL 1 81997 PERMIT CENTER ■-• SYMBOL OF ACCESS MNT. TO EXTERIOR OF GL WI ADHESIVE, NBBJ 111 South Jackson Street Seattle. Washington 98104 (2061 223 -5555 Fax 1206) 621 -2300 =T ` 1' -11 1/2' ()LIGHT COLUMN PLAN = 1 REINF. CONC. FOUNDATION -SEE STRUCT. ()LIGHT COLUMN ELEVATION 1/2' = PRECAST CONC. CAP -SEE DTL 17 CAST -IN PL LIGHT ROT. (SHOWN DOTED) LIGHT FIXT. -SEE OIL. 15 PRECAST CONC. CAP - SEE DTL. 17 RECESSED ELECT. BOX & CONDUIT THRU CMU - SEE ELECT. SPECS. REINE. CMU COLUMNS w /8xBx16 NOM. CORNER UNITS 1 -3" i6 TYP. SCUPPER SECTION DTL. 1 1/2' = T' -0 ' EMBED PL PER STRUCT. -GALV. FIN. PRECAST CONC. - PT RN. IC12 SLOPE TO DRAIN 1/8" PER FT. EXIST. EXT. WALL (V.I.F.) TRANSLUCENT PANEL SKYIGHT PRECAST CONC. CAP SKYUGHi PNL & FLASHING SCUPPER: 12 GA BENT MET GALV. & PAINT AN. ()PRECAST COLUMN CAP AXOMETRIC 1 1/2' = 1' -0' I:. '2 I TRENCH DRAIN BEYOND -SEE DTL 1' -6" I i' -6" SCUPPER ®TYP. ENTRY PAVILION: SIDE ELEV. SEALANT PREFIN ALUM FLASH SS SCREW w /NEOPRENE SEALANT TRANSLUCENT PANEL 1/4' BENT P 1 1/2' = 1' -0" SURFACE MNT. LIGHT FIXT -SEE ELECT. SPECS. 8 1/8" I 8 1/8' ; 1 1/2' = 1' -0' 1' NOPY DETAIL @ BRIDGE WELDED CONNECT. CANOPY DETAIL @ LIGHT FIXT. !f TS 3 1/2' SQ. -SEE STRUCT. ) PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON BLDG. ADDRESS NUMBERS: (VARIES) 'GARAMOND BOLD ETNIG FONT 3/8" CUT STEEL PL, GRIND SMOOTH WELD CONNECT. - STRUCT. - PREFIN. 'SLYER METALLIC' GALV MIL SUPPER, PT -5 S� D1L 16 T/ TiASOINRY PRECAST Coma. CAP - SEE DTL 17 SURFACE MNT !PLIGHT FTXT. (OAST) - WE ELECT. REINF. CMU COLLIM NS w/8x8x16 NOM_ CORNER UNITS T /FEN FUR 1 TRENCH DRAM � I BEYOND (DASHED) REINF. CONC. FOUNDA1ION -SEE STRUCT. NOTE: ALL EXPOSED STEEL CONVECT. TO BE CANAL VELD & GRIM SMOOTH -PAINT RN. ( PT -5 ) BLDG. ADDRESS MRGER PL L WELD TO C CHAN FOR NUMBER PL -SEE STMT ELECT. BOX BEYOND THRU BOLT CONNECT. PER LIGHT rDXI. VCR SURFACE MNT. UPLIGHT FIXT. -SEE ELECT. SPECS NOTE: ALL PREFIN 16 GA. MITRE HOUSING w/ WELDED A REINF. CORNERS. PREFIN. 'FASTENERS TO MATCH. SOLD MET 4 WAY ARCH TOP (31 PREFIN. RIME HEAD SCREWS PER SIDE PE IS MS: 5 0/A STAN CTRS. 6" 7x7x3/4 BASE PL L 1x1x1 /8" PREFIN. BASE CONNECT. EMBED PL IN CONC. CAP ELECT. CONDUIT THRU COL COL. LIGHT FIXT. SECTION EQ. EQ. £Q. EO. WOO TO SKYLIGHT BEYOND T RAW SST ISER SET PI _ALNIAT HAGH PLANT Of GUTTER EYERT TS 3 1/2' 5O. O ELECT. EDT 11-2U UTL' (OAS1D) -SEE ELECT. 0112 MAN. -SEE STRUCT. �ISE'WAL! ISSUED FOR PERMIT BLDG. 7 ONLY �— 050 o OPEN TYP. ENTRY PAVILION: FRONT ELEV. 1{2' = 1'-Dr 114' BENT PL 619TTER & SKYLIGFIT & IPPE RT TS FRAME DEYIOND 1 `� SiaVE CONNECT. FROM GUTTER TO DOWNSPOUT DOWNSPOUT BEYOND ER DETAIL @ BRIDGE EXIST PLEAD - NG FLASH & LINTER FLASlAIlI FACE OF EXIST BLDG. - VARIES (NF) ',„_ MET GUTTER & SCUPPER -SEE BLDG. PLANS FOR LOCATONS. TAPERED STL BRACKETS BELOW (SHOWN DASHED) C12 CHAN. (4 SIDES) -SEE STRUCT. SURFACE NINE UPTIGHT FIXT. BELOW (2 TYP.) It ALOS FLASHING SKYLIGHT MFR. El LD ON BLDG. PAPER UM FLASHING BY SK OTT MFR. 1 1/4' B . 1/4' BEN CANOPY /4' SUPPORT SKYLIGHT BENT PC SUPPORT GUTTER SST UNER SET IN TO DRAIN. SLOPE I TS 3 1/2' SO. BEYOND =1 -D TRANSLUCENT PANEL PREFIN. ALUM FLASHING 2" TS 3 1/2" SO. FRAME BELOW (SHOWN DASHED) TRANSLUCENT PANEL SKYLIGHT w/8 "x20" GRID, TYP. TS 3 1/2" SQ. FRAME BELOW (SHOWN DASHED) PRECAST CONC. CAP (4 TYP.) -SEE DTL 17 -- ---- -7 BLDG. ADDRESS NUMBERS BELOW SLEEVE CONNECT. FROM RJTTER TO DOWNSPOUT 12 GA. GALV. STL GUTTER ATTACH TS FRAME BEYOND TO STL CHAN To WN EXSTEYON /2" 3 1/2" DRAIN SYSTEM (V.I.F.) / TAPERED STL T 6 1 T.F.S. RN BLDG. PAPER BRACKETS BEYOND GUTTER DETAIL @ BRIDGE I *SCUPPER DETAIL @ PAVILION = 1'-O' 3" = 1' -D' r1c rE 1' -3" , 1' -3" , 1'- E.I.F.S. ON BLDG PAPER ON EXIST. PLEAD SIDING FLASH & COUNTER FLASH -SEE DTL 12 SS SCREW w /NEOPRENE SEALANT — TRANSLUCENT PANEL BENT PL w /BLOCKING -SEE DTL 16/S2 3/4' ROD & SEALANT E.I.F.S. ON BLDG. PAPER ON EXIST. PLYWD SIDING N 1y.' I ' TS FRAME BEYOND CANOPY DETAIL @ BLDG WALL ()CANOPY TOP DETAIL = Nvba Dote By DtsTri. A Hen'sans Sheet TA EXTERIOR DETAILS C-9" EQ. EQ. EQ. 8' -11" l' -11 1/2" 7-6" EQ. c ()CANOPY EDGE DETAIL 3 = 1' -0' Scale AS NOTED Appoved By kb Nriyr, 24646.00 Derigoi NBBJ Drown NJH armed Date 6/24/97 1' -1" 1 - Sheet Umber 0 1' -3" 1' -11 1/2" OTYP. ENTRY PAVILION ROOF PLAN 1/2" = 1' -0" TRANSLUCENT PANELS (WHERE OCCURS) - SEE BLDG. PLANS TRANSLUCENT PANEL ALUM. FLASHING SEALANT ��_T /STEEL 1 /11' CUNTIN. BENT PL WELDED TO TS FRAME TS 3 1 /2' SQ. -SEE STRUCT. TS FRAME BEYOND TRANSLUCENT PANEL ALUM. FLASHING TS 3 1/2' SQ, -SEE STRUCT. TS FRAME BEYOND TRANSLUCENT PANEL TS FRAME MEMBER, TAP. 3 1/2' SQ. @ PAVILION TS FRAME BEYOND TYP. CANOPY PANEL JNT. DETAIL 3' = NBBJ 5 -0' CLR. TO BLDG. & EQUIP. 4 ° 0 EXTRA STRONG GALV STEEL PIPE PT. FIN. (YELLOW) T /PAVING OR LANDSCAPING 15"0, 2500 PSI CONC. FOOTING 13 TYP. BOLLARD DETAIL 3/4' = 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fax (206) 621 -2300 14 TYP. TRENCH DRAIN SEC. 3/4' = P -0° 2x8 TREATED WD PAVILION COL BEYOND RIVER RUN STONES 1" 0 MAX. T /PAVING OR LANDSCAPING CRUSHED STONE 6 ° 0 PERFORATED PVC PIPE — CONNECT. TO EXIST SITE DRAINAGE SYS. (V.I.F.) PRONG 4 6 3/4" = 1 -0' CURB CUT PLAN DETAIL 3/4' = 3' -0 MIN. 1 RAD. MAX. TOOLED CONTROL JNT. — SEE PLANS BROOM RN. CONC. PER PLAN BARS 9 24" O.C. EA WAY — SET IN 2 FROM EDGE, TYP. EXIST SIDEWALK AS OCCURS - isI PROVIDE 2' -0" SUP DOWELS @ JOINTS, TYP. 1x8 TREATED WD N JNTS. 4 MIN. FREE DRAIN GRAVEL NOTE: PROVIDE OW SSTRIP CT SIDEWALK SECTION —SEE PLANS. FLUSH TRANSITIONS TO ADJ. PAVING Imam maim TYP. BENCH ELEVATION /SECTION 3/4 =1-0' TYP. BENCH PLAN 3/4' = i —0' SLOPE TOP TO DRAIN SI10019 ARCH_ DR CONC. AIL SOAR 1' RAD. WAX_ 13 BATS @ 24" O.C. EACH! WAY T /SPJEMAIBC ER GRATE FREE DRAIN CRAWL SLOPE TOP TO DRAIN @ 1/4" PER FT. EA WAY SMOOTH ARCH. AN. CONC. ALL SDES r ®TYP. CURB SECTION 1-1/2- =1' cr m E INIERCRAS.L CONC. COM & POI w/ REBBE1 S1L —SEE OTC 11 —r PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE - ISSUED FOR PERMIT TUKWILA, WASHINGTON BLDG. 7 ONLY NO ;_ EXTRUDED CURB —MATCH —EXIST PROFILE (V.LF) EXIST AC PAVING TO REMAIN — PATCH AS REQ. REMOVE EXIST AC PAVING AS REQ. 22 GA GALV MTL FLASHING FASTEN w/ 1 1/2" GALV NAILS @ 12" O.C. 2x4 TRD FRAME w /2x4 STUDS EATED W O 16 O.C. 5 /8" T -111 PJ,49ND EA —PT TO MATCA EIFS "0 STD G STL PIPE C. —BOLT WD E, TYP. CONTIN.22 GA GALV FLASHING EA SIDE /CO NC. PAD —SEE DTI. 11 PLANTING AREA —SEE PLAN EXTRUDED CURB — SEE DTL 7 — EXIST ASPHALT — PATCH AS REQ. 15 "0 2500 PSI CONC. FOOTING. � TRASH ENCLOSURE SECTION 1 -1/2" = 1-0' DI ` Nobs Dale By Dav9Bx of Revisions Shmi 7ffie EXTERIOR DETAILS SITE DETAILS scale AS ASSET Approved By .o, Nnber 24646.00 D®yedNHBJ Drw,ISM, NJH ceded Date 6/24/97 Seel Nobs A -6 RECEI" Citt OF T.,.._I:4 j1• 1 81997 NBBJ 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fax (206) 621 -2300 12 TYP. HEAD AT METAL BOX 3" = 1' -D" EXIST MI BOX 1 -1/2" SQ. WD TRIM SET IN SEALANT -PT ALL SIDES TO MATCH ADJ. EIFS COLOR ()METAL DOOR JAMB (HEAD SIM.) = EXIST. WINDOW MULLION BACKER ROD & SEALANT UNE OF EXIST WINDOW SILL BELOW WRAP EIFS ON 1 -1/2" FOAM 16 EIFS @ WINDOW JAMB 1/2" SNT & BACKE ALLOW 1" OPEN SPACE AT EA. END FOR DRAINAGE 22 GA. MET FLASHING (SHOWN @ RIGHT) CONSN. 1 -1/2" SQ. WD TRIM -PT AU. SIDES TO MATCH ADJ. EIFS COLOR EAST MS. BOX 10" BLDG. PAPER OVERLAP EXIST. SIDING = FLASHING DT 1 1 ■Ti■ EXIST. SIDING 22 GA MET FLASHING \\� BLDG. PAPER EIFS ON 1 1/2" FOAM, TYP. SNT & BACKER O14 TYP. JAMB AT METAL BOX WILL SIM.) 3 " = ®SADDLE FLASH SECTION EXIST. HM DOOR FRAME COLOR PRIME & SEALANT [IFS ON 1 1/2" FOAM 05' TAPER TO JNT ® FRAME & ALLOW FOR DOOR SWING, TYP. EXIST. SIDING 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 DR 1 SADDLE FLASHING -WRAPS BEYOND EIFS ON 1 1/2 FOAM BLDG. PAPER 1/2° SEALANT ,RIT ALL AROUND PIPE w/ BACKER ROD, M. EXIST. SIDING COND. AT TYP. PIPE PENETRATION 3" = 1-0 ° EIFS ON 1 1/2" FOAM, TYP. EIFS ON 1" FOAM 30 LB. BLDG. PAPER EXIST SING TO REMAIN EIFS ON I FOAM BLDG. PAPER EXIST. SIDING COLOR PRIME BACKER ROD & SEALANT EXIST. WINDOW FRAME 72 WINDOW JAMB 3" = 1'-0" CORNER RETURN - PLAN VIEW 3 =1° PARAPET FLASHING -SEE DT1 1 SNIP FABRICATEID wolf E FLASHING (SHOSNI Ala PARAPET_ FLAW% -SEE AR_ 1 SADDLE FLASH AXOMETRIC 3r = 1"d ®TYPICAL VERTICAL REVEAL = 1'-ar O WSW SILL @ 2nd floor 3 =P-0 =t-0" PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE - ISSUED FOR PERMIT TUKWILA, WASHINGTON BLDG. 7 ONLY 2" NOTE CENTER REVEAL ON M®. WINDOW MULLIONS, OR AEON EDIT OF REVEAL WITH OUTSIDE EDGE OF END YN LIJON AT END OF WINDOW BAY. -SEE BLDG. ELEVATIONS V! EXISTING FLASHING - CUT TO MAINTAIN 1" TAB AS SHOWN. -WIRE BRUSH CLEAN, PREP & PT TO MATCH ADJ. EIFS COLOR. 22 GA MIL. FLASHING SET IN SEALANT - SEE DTI_ BELOW EFS SYSTEM ON 1 -1/2" FOAM BUILDING PAPER EAST. SIDING EAST. WINDOWS TO REMAIN EXISTING FLASHING TO REMAIN AS SHOWN - WARE BRUSH CLEAN, PREP & PT TO MATCH ADJ. EIFS COLOR. 22 GA MR. FLASHING SET IN SEALANT - SEE OTL BELOW EIFS SYSTEM ON 1 -1/2" FOAM BUILDING PAPER WINDOW SILL @ 1ST FLOOR 3' = 1'-0" EIFS SYSTEM ON 1 -1/2" FOAM FLASHING DTL. NOTE: COORDINATE PARAPET FLASHING w/ REROOFING WORK BY OTHERS. 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. UNE OF SOFFIT BEYOND ®TYP. HORIZONTAL REVEAL SEC. EXIST WALL CONST. TO REMAIN. EX ST PLYWD SOFFIT (NOT LEVEL) -PT. TO MATCH ADJ. E.I.F.S. FIN. COLOR TYP. SOFFIT SECTION 3 = 1' -0" EXIST WALL CONST. TO REMAIN. EXIST. FLASHING a �° TO REMAIN a °Q TYP. SILL SECTION 3' = By D..t. A ReviB s Sheet TA E.I.F.S. DETAILS TREATED SOLID BLOCKING 24 GA GALT. ATL SNAP -ON CAP FLASHING w /SLIP JNTS. ® 12' -0" O.C. -PT TO MATCH ADJ. EIFS. CON1N. 20 GA. GALT. CLEAT PLYWD FILLER AS REQ. EI.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 T -111 SIDING (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 FIN. 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 EXISTING PLYWD SIDING (5/8" THK) 20 GA. GALV MTL w /WEEPS A 24" O.C. SET IN SEALANT -1" REMOVE EXIST EARTH AS REQ. (VW) WARE BRUSS CLEAN EXPOSED CONC. NEW GRADE LINE Sc. i- I /2" =t' YuR d By Job nbrthor 24646.00 De19ANBBJ Dram SM JC NJH Che,ked Date 6/24/97 GENERAL E.I.F.S. NOTES 1. FINISH SURFACE OF EXTERIOR INSUL & FINISH SYSTEM (EIFS) SHALL HAVE LESS THAN I/8 IN. UNDULATION PER 10 FT. FLAT BAR. 2.CONTRACTOR TO PREP EXIST T1 -11 SIDING AS REQ. FOR ELLS. SUBSTRATE SPECS. REMOVE ANY DEFECTS & ADD SCREW ANCHORS TO PROVIDE FLAT SURFACE w/ 1/8" MAX. UNDULATION PER 10 FT. FLAT BAR. REPLACE DETERIORATED SIDING PANEL SECTIONS AS REQ. 3.CON1RACTOR 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.DEMO + REMOVE EXIST TRIM & FLASHING AS SHOWN. leer Rube, A -7 REGEIVEO CITY OF TIIKI "ILIA JUL U i99? PERMIT CENTER CF SW. (SAWN AS DRL ONES) TO MOE OF SOFFIT (SHOWN DASHED) O s 0 3 03 03 F— a, _ Q 2 .. --�.� - 2 ... H© \ i LK NM MOM , I II am '#) (3) / NBBJ (DEAST ELEVATION 1/8" = l'—o- ()WEST ELEVATION 1/8" = 1' -0" 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fox 1206) 621 -2300 (3) ()EAST ELEVATION 1/8" = i' -0" ®WEST ELEVATION (3y O / I (3) e ISiEREO ARCHiECi f - 1;T C3 sow — I I ` = i' -0" NORTH ELEVATION 3 SOUTH ELEVATK— ADD EFS TO EAST STMT. (SHOWN 0A01ED) Tt2_ I e T1 I I 2 Y REASt MT AUG. TO PEEN DE Cf REVEALS AT RJR CR IMILION MINT (3,7.) PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE - ISSUED FOR PERMIT TUKWILA, WASHINGTON BLDG. 7 ONLY ®TYP. ELEVATION AT REVEALS N.TS. a 1 7 EXPANSION JOINT AM CENTER OF REVEAL TO CENTERLINE OF EXIST AIUWONS (TW.) 13 BUILDING ,,3,1 ©SOUTH ELEVATION Date By 3) ee scde 1/8" — Approved By Dmi edNBBJ Grow SM, JC -3 BUILDING.41 EXTERIOR ELEVATIONS Skin application color key .66 r 24646.00 Crec4ed Dote 6/24/97 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 - 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 & WINDOWS TO REMAIN (U.N.O.) 4. REMOVE & REPLACE EXIST LANDSCAPING AS REQ. — COORDINATE WITH OWNER REP. 5. PAINT SOFFIT 0 2ND FLOOR WINDOWS TO MATCH EIFS -1. PAINT SOFFIT 0 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 BOWER BLDG CORNERS FROM TOP OF SIDEWALKS UP TO SOFFIT OR REVEAL LINE FOR FULL ODOR WHERE SIDEWALK TOUCHES BLDG FACES. (V.I.F.) — COORDINATE WITH OWNER REP. COLOR KEY: O LIGHT: EIFS -1 O MEDIUM: EIFS -2 O DARK: EIFS -3 BRIDGE BM. BLDGS. 7 & 9 ONLY (3) NBBJ 111 South Jackson Street Seattle. Washington 98104 12061 223 -5555 Fax 12061 021 -2300 1 J_JI^ (3) OBLDG. 5 /west, 7 /east ELEVATION 1/8" = 1' -0" ®BLDG. 5 /east, 7 /west ELEVATION ®BLDG. 6 /east, 8 /west, 9 /west ELEVATION tN 4 BLD(� est, 8/east, 9 /east ELEVATION (3) 0 OUTLAS OF fEW ADDITION AT BLDG. 9 ONLY 0-- 1 BLDCrB�south, 8 /north, 9/nath ELEVATION 1/8• = IL EGGS t , 6RDGE B71CV. EGGS 7 & 9 @RY ai (3) STAIR ® @!&. 5 orc2r ROGi 7.9 OALY ®BLDG. 6 /north, 8 /south, 9 /south ELEVATION !/£f = PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE E ISSUED FOR PERMIT TUKWILA, WASHINGTON BLDG. 7 ONLY BLDG. 5 /north, 7 /south ELEVATION � ®BLDG 5 /south, 7 /north ELEVATION 1fi8 ='' — o ° uu 30 0 ■ (3) Ty- 03 BUILDIN6+6 3 © I �/ s<de 1/9 = 1' 0" ,Awovad By (3) O (3) 30 Yee Fie EXTERIOR ELEVATIONS Skin application, color key BUILDINGS 5,7 say �° 24646.00 0 DadwedNBBJ Drawn Shl, JC Owded Date 6/24/97 BROGE BETWEEN BLDGS. 7 & 9 ONLY NOTE: SEE SHEET A -8 FOR GEN. NOTES & E.I.F.S. COLOR KEY A -9 RECEIVED Cm of ruNwlu J 1. ,. 8 1997 (c) NBBJ 111 South Jackson Street Seattle. Washington 98104 1206) 223 -5555 Fax (206) 621 -2300 General Structural Notes (THE FOLLOWING A.12,' LN NOS SHOWN CT- RNSE ON T-E DRAWING ) CRITERIA: I. ALL MATERIALS . e RANSHIP E.516N. AND GOO LTIO, Oe LL GJN7ORY TO TrE DRAN!NYS, SPECIFICATIONS, AND 7PE UNIFORM BUILDING, C "994 EDITION. 2. 005165 LOAOIN6 CRITER:A ROE: 'LIVE LOAD 25 P5F FLOOR LIVE - :LOAD (OFFICES,' 50 P5F STAIR AND CORRIDOR L:17 LOAD 100 P5F WIND 80 MPH, EXPOSURE ° 3' EARR.HOJAKE ZONE 3 SE PLANS FOR A0r17:o\. LOA-N6 CRI ER.A 5. SPCTJRA. DRAM €555 5:ARL S LIE IN CAN-UNCTION NIT- ARCHIT -CTJRA DRAWINGS FOR BIDDINY AND CONSTRICTION GONTPOOT GALL 'DEIFY DIEENPIOS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY AROPITEL7 OF ANY DIERE ANCIP PRIOR TO COSETECT10N. 4. CONTRACTOR SHALL ERIPG ALL EXISTIS DIIEEIONS, NESS- SIZES. AND CONDITIONS PRIOR TO CGMFEICIN6 ANY WORE. ALL DIM_NSIONS OF DUSTING COSTIE'L' ION S-),,N ON E DRAWINGS .ARE INTENP,D AS GJIE_TES ONLY AO MET 55 VERIEIE7. 5. COOTRAGTOF SHALL FR?!IDE A i 5 FOP THE 57EGTUR= AND STRJONRAL LOtFQGBNTS UNTIL ALL FINAL CO5T:5E -AE SEEN COP= IN AC'JR:ANGE 6:7R THE PLANS. 6. CONTRACTOR SHALL DE EA'ONSIBLE FOR ALL SAE-" PT AND THE AET'HOIS, TECHNICJS, SEOJOKES OR -7 RESUIRED TO =v.R: THE NM. 7. CONTRACTOR-INITIATED s -ASHiS SHALL BE SUBMITTES IN WR TINE TO THE ARLWTELT AND STEC/URAL EASING FOR APPEAL PRIOR TO FASR :CAir.ON OR CONSTRICTION. CHANGES SON ON SHOP DRAWIN65 ONLY NIL NOT SATISFY ' -i5 EVADER'. 8. DRAWINGS INDICATE SENa'TS AND TYPICAL DETAILS Or CONSTRUCTION. NEE CONDITIONS ARE NOT SPEGIFIGALY INDICATED BUT ARE OF SIMILAR GNAWER TO DETAILS 5NOW5, SIMILAR DETAILS OF CONST ICTIES SHALL BE LSE, 55 '.."1 TO REV!EN AND APPROVAL BY THE AREHITEGT AND THE STRUCTURAL ENKINEER. 9. AL STRU- URA. SYSIEE WSICR ARE TO S CORDED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPEVLO, BY THE L'PPLIE PORING MAUUFA:TURIN6, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE MiTr M774.1671O15 ?REPAID BY SEA SUPPLIER. 10. SHOP DRANIN55 FOR REENOORLI% 511E- (FOR 80TH GONG17ETE AND MASONRY CONSTRICTION), AND STRUCTURAL 5TEEt SHALL S Sf3IIT:E 70 THE AEP1TEGT AND 5TESCY RAL ee :NEER FOR REVIEW PRIOR TO FABRICATION OF TEES= ITEMS. II SHOP MANIAS EVIy1: 7ISUA]OS AND OJANTITIES ARE NET REVIEWED EY THE E6IN€ER EA RECCE, TOES O E HET S VERIFED 3✓ THE C!A TWVTIR. CONTRACTOR SHALL REVIEN AND STAMP CRANING:5 PRIOR TO REJIE N BY ENGINEER OF ESOGPD. 5/59TTALS SHALL INCUJE A REPROEEGiNLE AND G€ COPY: RYROJUC LLB_'- WILL S MARRED AND ETURNED. SHOP DRAMAS 501PI ETAS PROCESSES BY THE EKINEER ARE NOT CHANGE ORDES. TE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR 15 TO DEMONSTRATE TO THE EA6IA R THAT THE CONTRACTOR ,AEA STANDS THE DESIGN CEEAOT BY INEICATiN6 WHICH MATERIAL 15 INTENDED TO S FURNISHED AND INSTAUED AND BY DETAILING THE INTE4x7 FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPAIAIFS, OR CONFLICTS BETt 1 S:iO,F TRAiNINS OJBMITTAL S AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRANiNS SUSNITTALS ARE PROCEED BY THE EN6INEER, THE DE5I6N DRAWINGS AND. SIFICATIOS SHALL C.CI,l7ROL AND SHALL S FOLLOWED. 5HOF DRAWIS55 OF DSSI6N SOLD COAPEAESOS 1NCLUDIN6 EEJATORS SHALL INCLUDE THE D15I6NIN5 PROFESSIONAL EAEAIA 'S STAMP, STATE OF WASHINGTON AND SHALL BE APPROVED BY THE CONFONAAT DSINNES PRIOR TO CURSORY BEVIES EY THE ENRINEER OF ECM FOR L0505 IMPOSED ON THE BASIC STRUCTURE. THE COMPOEIT THE C/J CENT D.FSiEAER 15 c E515s FOR .TOES CONFORMANCE AND ALL NECESSARY COAECTIONS NOT SECIFICHL' Y G L 1 E OUT Or ASSCHITECiURAL OR STRJLNRAL DRASINGG-5. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF AIL LOALSS NOOSES ON BASIC STRUCTURE. 055155 CA 54A! L S MAP= AVAILABLE EON JE5T. INSPECTION: COME CONSTRUCTION, T -C.AST CONCETE ERECTION, MASONRY CO5TEJCTION, STRUCTURAL STEEL FAERICATION .50 ETLT 105 (INCLUDING FI D NE..DIN6 AND HIGH- STTCNATH FIELD BOU71N6) , EXPANSION 5575 AND 1555555 XPANSION INSERTS, EPDXY GROUTED INSTALLATIONS, PLYWOOD SHEAWVA! L NAILINE, AND JIAPSOA,6M NAILING 5HL S 515; a'AISED IN A 00555500 WITH SECTION 1101 OF THE UNIFORM 00IL D1N6 COE AND THE PROEST 5'ESIFICATIOA0 BY A SJALIFIED TESTING A03NLY DESIGNATED BY THE ARCHITECT. THE ARCHITECT AND STRUCTURAL ENSINEEr�"R SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TST RESULTS. FOUNDATIONS: 13. FOUNDATION NOTES: ALLOWABLE SOIL RE55JTE AND LAVAL EARTH ARE ARE ASSUMED AND 7E2E0E - MUST S VERIFIED BY A OJALIFIEE 50IS ENBINEER. IF SOILS ARE FOUND TO S OTHER THAN A55UME, NOTIFY THE STRUCTURAL ENO:NEER FOR POSSIBLE FOUNDATION REDE5155. FOOTINDS SHALL BEAR ON FIRM, UNDISTOSES EARTH AT LEAST It BE-OW ADJACENT FINISHED BRADS. UNLESS OTHERWISE NOTED, FCCTiN65 SEAL S CNNTE500 BLOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL 001515IN6 WALLS WITH FRS DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAT NA6E. ALLOWABLE SOIL PRESSURE 2,000 POP LATERAL EARTH PES5J. 35 PLY 14. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EX15T100 CONDITIONS SFOEE COMMENCING ANY DEMOLITION. 5HORIN6 SHALL S INSTALLED TO SUPPORT EXISTING CONSTRJCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK 5 EXISTIFS EEINFORCIN6 SHALL S SAVED NEE AND A5 NOTE ON THE PLANS. SAN CJTTIN6, IF AND AHERE USE, SHALL NOT Cur EXISTING REINFORCING THAT 15 TO S SAVED. DEMOLITION DERIS SHALL NOT BE A!LOVED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT COETRJGTION LOADING (INOLUDINLS DEMOLITION DEERI5) ON EXI5TIN6 FLOOR 5151555 TO 40 PSF. A. ALL NEN OPENINGS THR016H EXI5TING MALLS SLABS AND BEAM5 STALL S ACCOMPLISHED BY SAW CUTTING Ili - EVER P0551BLE. B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF FL-N5ER5 FRIOR TO C1TI INS ANY OPEININASS. C. SMALL ROUND 0PE41N65 SHALL S A.LIJMPLISHED BY GOER DRILIN6, IF POSSIBLE. COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 520 P 206/343 -0460 SEATTLE, WA 98101 F: 206/343 -5691 CONCRETE 15. CONCRETE 5K1ALL S MIXED, PROPORTIONED, CONVEYS AND PLACED IN ACZOOANZ. WITH U %ECTIO.'I 1905 AND AGI 301. CO L00TE SHALL ATTAIN A 28 -DAY 511REIBTR OF FE =2,500 POI AND K!X 54AL1 CONTAIN NOT L005 THAN 51 SALES OF 005517 FER CUBIC YARD AND SMALL S PROPORTIONED TO P00510E A 5 CF 5' OR LF55. THE MINIMUM FOUNTS OF C7DM AND MAXIMUM A✓ .55 5 CF WATER MAY S CHARM( IF A C 00010 PERFORMANCE MIX 15 005511 T5 TO THE STRUCTURAL ENGINEER AND TIE 51112156 DE'ARRENT FOR APPEAL! TVA WEEKS PRIOR TO PLACING ANY 05J TE. AS CSrCET= P'TrORH?Na MIX SHALL itAAME THE ANOINT_ OF CREW, FINE AND COARSE AEREDATE, KATE AND ADMII0TI 5 AS Y_L AS THE WATER 555500 RATIO, SLUFF, COWSETE YIELD AND GISTANTIATLN6 51105,7' DATA IN ACCMA'S 0 WITH ACI 5'E -61, O!SHTICAc 5. REVIEW OF MIX SUEMITTAL 5 BY THE ENDINEER OF RECORD INDICATES CRY THAT 1W PRESS ATE COSORNS 6BUALY WITH COJNRACT DC/JR iS. CONTRACTOR OR SUPPLIER MAINTAINS FULL SS510I ".T`.' FOR SPECIFIED PEr 45500 -. AL CONCRETE WITH 0JRFAOS EFT-JD TO STANDING WATER SHALL BE AIR-ENTRAINED WITH AN AIR-GOITER CONFORAIIYi TO 1994 U.B.G. TABLE 19 -A -I. 0550 ETE MAY S PLACED BY THE 'SHOTCRETE' 5FriOD, PROVIDE THE .A?dNAIS, TESTS. AND 1.119R REWIRED BY THE EJILDIFL DEPARTMENT ARE OBTAIN. 5'65 1E MANIAS, EESJIPF84T, P.dln_DNTCS, PROPORTIONS, BAT0HTNS5 ADO MIX1NL5 AND PLACFEHST SOU_ BE IN 500500500 WITH AC1 5065 -90 AND pz! UBL SECTION 1922. THE '5HMOTC ' NET HOD G L NOT BE USE WITHOUT M,LKIN6 SECT& AZRAN6?Sfre T' DJAA? 04''0 SOS QEREER UNJE55 STRUCTURAL DRAWINGS ARE 5: CIFICALY SAILED TO ACCOW024 u SIATUETING. 16. 551550RCIN6 51 SHALL S 5TAIL5 (IND-V0INA HOOKS AND 550 5) IN AGC R00 WITH ALi 515-12 555 316 -89. LAP AL REINEORCEARAS 5 IN ACCORDANCE WITH 'TIT= REINFORCING OLIES AND DiBEL,FN54's L? r 5 MSAJLE.' PROVIDE 005500 BARS AT ALL MALL AND T'OOTIN6 IN'it SECTIONS. LAP Avg MATS OF REM WIRE FABRIC A MINIMUM OF 8' AT 51005 AND 1305. NO EARS PARiIALY EMBEDDED iN HARDENED 0500'TE SEAL S FIELD ES' UNTIES SErbIYTC5LLY 50 DETAILED OR APPROVE BY THE STR: TURAL'H:i6NEER. IT CONCRETE PRTTESTION (CINE) FOR REINFORCING elm. SHALL BE AS PULSE FOGTIN65 AND OTHIER UNFORr52 SURFACE CAST 56AIN5T AR O Pc'RWBSTLY 055555 TO EARTH 3" FORTED 0555005 EXPOSED TO EARTH (1.e. MALLS BALSA 660140) OR YEATHER (=6 BAR; ...... (*:S 5-01 R WALL =KE .. .... CCowl-OS TIES OR SPIRALS AD SAM STURGE55 SLABS AND MALLS ( INTERIOR FACE) BEATER OF (BAR D €AET'R 5.150 0'1 r. . . CAST-IN-PLACE GOAL TE: SEE ARCIITECTURAL DRAWINGS FUR EXALT LOCATIONS AND 9110610615 OF S R 5555 AMOK OPENINGS IN AL CONCRETE MALLS. SEE MECHANICAL. DRAWINYS FOR 512E AND LOCATION O` MISCELLANEOUS MECHANICAL O'LDAIN65 THROUGH T CP`'JE WALLS. 53E ARCHITECTURAL 55406/965 FOR ALL 6ROOVF5, NOTCHES, CHAMFERS, 00600RE STRIPS, COLOR, TEXTJRS, 555 OF-ER FINISH MAILS AT ALL E5OSD CUACRATE 000000ES, BOTH CAST -IN -PLACE AND F: LAST. MASONRY: IA. 0.00,557E MASONRY UNIT WALLS SHALL BE 055Ta10100 OF BRAVE N, TYNE I 1'151 r:5, Ca:FOR/'INO TO 0555 LAID IN A RINNIN6 BOND. MORTAR SHALL BE TYPE '5' FER IA'3 F 2I -A OF THE U5C. GEE SHALL C.OR '', TO UBC RSLMJIRB'AATS AND ATTAIN A MINIMUM CO FESSSIVE 57550,' TH 0E2,000 F51 AT 261DAGS. DEES:N F r = 1500 P5I. STRENGTH SHALL S VERIFIED BY PRISM TESTING IN ICLORDArYaiii74 UBL S NOR 2rE E, OR MJ524RY UNITS SHALL S 50051 IN 500555500 WITH UBL TABLE 21-0 FILL STRES., ARE REXTRED. UNLESS NOTED 01555VIS°_, PROVIDE TIE FO..LO IS EIIEMCENS . ANCHORAGE: STEEL: 4' WALLS 6 8' WALLS 10' WALLS 12' MALLS 64 9 48 "oo. VERT 44 9 48 "os. VERT. 9 48'ou. VERT. 9 40 °ou. VERT. 9 32 "o, VERT. 0" die. NIKE JOINT 5514 AT 8'ce. 15511. (2) 4 4 9 48'66. 1NLRIZ. (2) 4 9 4Lou. EORIZ. (2) PA 9 46'66. HORIZ. (2) 5 9 40'0x. 15510. IN ADDITION, PROVIDE (1) PA (54 9 b' AND 4' WALLS) VERT. AT EA0I4 SIDE OF OPENINR, AT WALL CREE AND INTERSECTIONS AND AT FREE ENDS OF WALLS 555 12) #5 112) =4 9 6' MIS ANL 44 9 4` WAILS) REM AT ? 0 YATE FLOOR AND ROOF LOVES, AT TOPS OF MI5 AND 'EVE AND 5554 ALL EIELETt. ALL HORIZONTAL R`INFORCOENT SHALL S PLACED IN BOND BE1.5Y _ 00155 DEINFOCEE4T ,10000 OFAINEa 2"--0* B=EYOND FACE OF OPSNINA. IF 2' -0' I5 UNAVAILABLE EXTEND AS FAR AS FO55IBLE AND HOOK_ PROJID= CORNER BARS TO LAP HORIZONTAL 0010055141W AT 055555 AND IN FILL ALL CPI! S CONTAININS REINFORCOSAT OR DS ED 1155 AV ALL (E LS BEOW GRAS_ 6E4 BAWL PROVIDE O.J =AIOJT HOLE AT BOTTOM OF ALL GEL5 CCSTAININ6 EI 001. 20. FOXY- 6ROITED ITEMS (THREADS ROE OR REIlDORLING EAR) SPE_'IFIS ON o E DT.0553A5 54A IT S INSTALLED 05116 IPA RESIN AS MANUFACTURED BY HILTI C5. INSTALL IN S RIE Al .. '00 WC Ti-. 1.0.8.0. REPORT NO. 4016. SPECIAL INSPECTION OF INSTALLATION 15 REOUi00T. RODS SA UL BE 55141 A-301 UNLEY °THER 15E NOTED. 21 . DRIVE PINS AND OTHER PONDER - ACTUATE FASTESE SHALL E LOi 5' 155(SERiS TOES, 0.14" DIAMETER UNLESS OTHERWISE NOTED) AS MAL4JFACIURS BY 554 a /REP E€AD OR AN k7FRO0 5511'5AoL30T, IN SIREN571-1 AND EMBEDMENT. INSTALL IN 5101471 AGCODAlsa WITH 1.0.0.0. NO. 7655. MINIMUM EMBEDMENT IN CON05IE SHALL S 1' uNL SS 01555NI0 NOTE. MAINTAIN AT NEST 5' TO NEAT CONCRETE ED6=. 22. EXPANSION BOLTS INTO CONCRETE SHALL S KWIK BOLT II AND THIEVE EXPANSION INEERE INTO caziETE k F CORP. INSTALLS/ IN STRICT ACCORDANCE_ WITH SHALL S SLEEVE ANCHORS' AS MANUFACTURED BY [L [CURE I.C.B.O. REORT N0. 4621 INCLUDING MINIMUM &BE ENT 55511R0LENT5 . 9JETITLITE5 HAD' OF CONTRACTOR SHILL S SUBMITTED FOR REVIEW WITH I.C.B.O. REPORTS INDICATING MUD/AUNT OR 6REAt`R LOAD CAPACITIES. r1000 PRODUCTS ARE NOT RATE FOR USE IN MASONRY 1541155. SPECIAL IN5eRSTIOS 15 55OJIRE FOR ALL 0155 5 5 1 0 5 BOLT AND INSERT INSTALLATION. 23. STRUCTURAL STEEL INCLUDING PLATS AND 60100 SHAPES, SISAL COt0551 TO Arses Ebb Fu = 56 K51. STEEL PIPE SHAH 00NF0R' TO ASIA A-55, TIE E CR 5, PARADE 5, Fv = OS K55. STRUCTURAL TIEING SHAT;. 00NFOR5 TO A514 A500, DRAPE B, Fy = 46 K51. 550155 50_15 AND 0556007155 EOLaS Si'AIL 0555 '£ TO ASTM A30T. 24. ARCHITECTURALLY 0550500 STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE ARE COPS OF STANDARD PRACTICE FOR STEEL BUILDIIAA AND BRID6E5, ADETE 5001555 1, 1986. SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON Al RESER% SST L OS flti SESEANO= WIT` A I.S.C. AND 5.5.5. STANDARDS AND SHALL BE PERFORMS BY M.A -BLOT :,e I=NE MELEE USING 0 A aEcTRIA. OLLY P iALIFIED VELE (.AS DEFINED BY ALAS.) SELL E11=_ 40000'46 'F, 5ZAF SO 5I15'JRLING BATE { IF RUJIRED) SHALL BE PERFOR1ED rLEEN6 LOA R GMENE ^ I x ? F _ AEI " D I N S CP & M E 40 5145555I16 BARS ( I F 5QUI ED) SHALL BE ,LF=RFORitED USING ra7CK =i = ;a55-ES l DINS WITHIN 4° OF COLD BEDS IN REINFORCING 51EEL I5 NOT ?R47: . Si= 5INF5 IS N OE FOR YATERI.AL EQUIRDEVIS OF YIELDED BATE. MOO r 26. TROPYN5 0i 5'�..'L' EE: K:L4 RI5 OR ML-11, AND 5411 .i AND MARKED IN CONFORMANCE 6:7H W.L.L.B. 5'AdIAGI"7' TOOT% PALE FOR COAST Ll553 15. IT. F1J551SH TO TIE FOLLONIN6 MINIMUM STANDARDS, 'J"rD '06 resev Sx 554a lee-7v EVE AND510 _ (NCI:DDEN5 6x ANT LARDS l rt■ w`IT. (y6 FEEEEI 106 £ LARDER I..'d= °_ALE L £. E� ANLIsS S / 56,?1NS- = 5 4 (2702I 5" = NEW EGAIIRED SPACING S = 000165 ERCN65.0NN ON 50AINDRN65 SI - R OF EJEFITITE NAIL 92 DERETE S coma M.- SHOWN :N T5550- AT 41101SF USA -FIR NO. 2 MINIMUM BASIC DSIGSN STRESS, FD = 650 P51, Fv = 15 P51 H M=FIR NO. 1 MINIMUM BASIC TTSI6N 57E,E, Fb = 950 PSI, Fv = 15 PSI DOUGLAS FIR W. 1 4114511405 BASIL DEEM STRESS, To = 1350 P51, Fv = 85 P5I "EOKFT'_R NO. 1 MINIMUM BA51L DE5INN STEss. FFC = 1300 P51, E . 1500 051 20.01-05 FIR 153. 1 41TN1005 BASIL 7_5155 ST..E , FL = 1000 PSI, E = 1600 K5I 554-FIR NO 3 OR S7 GRADE AITSIRAG EASIL DESEN 57E55, Fa = 500 P51, E = 1200 K5I FL = 725 P51 WE, FINER ,1711500 57112 MAY BE SUBSTITUTED ONLY IF THEY 1. PRESCRIBED FRES CRITERIA. Nom: 46 479 04 T,E PLANS. PLAT SHALL S DO.J0A5 FIR NO. 3 OR 5710 GRADE. Ni ALL POD PLATE I0 ir_I r°T CONTACT HIT'S,: 6/440F EE Esc i/ASONIRT SAL ES PRESSURE-TREATED WITH AN A.:.T@ P4,,WE PROEM 2 141Y'�E, OF AT^. 4457 IMPREGNATE BUILDING PAPER BETYE5N UNTREATED l, . SLEKI06„ EL_, AND C . n-_ OR 11A30r00. T74SER 5544001. CRRS L.IL' LE SIT 01 _ET AVD WIESE S:-1 O °5P4145 -71E BY 5I555014 COMPANY, : STEIFIEO 15 TeEIIR: CPTALON NO. 0-A6_ EOUI1A'-E47 55/1055 Of OTHER MANFALTIJASEi MAY BE SJGSTOTJI:E, FRO= 1:. -EIr HAP. EE APPEAL FR EARL OR GEAIO LOAD CAPACITIES AND ARE SINE= 75 1rE 561141 FOR APRRDY£ MAE 41.11 -x ANC 5.1E OF FASIEERS AS SPOLIFIED BY IMANFACTIA. OONNL,TOE SiALL. S ?95THI 7 IN ACOORTANCE 5175 TE MANUFACTURER'S RECOMMENDATIONS /FEE 02°54 T 05iEACo ^YD MEMEL:R5 PiA CAE4iA Y OF O NAILS OR BOLTS IN EACH MEMBER. AIL EZ-75 IN WOO7H=#5 SALL 00+.555!. 70 PSM A507_ 555155_ MAS:Ei UNDER TrE HEA,7S AND NUTS OP AL 32_75 595 LAS 50E46 MAP* ON MOD. UNLESS NOTED 055511545, ALL NAILS SHALL BE COMMON. AHTL 54100 5H?1 EF EN AOD T9 .555 T:E SANE GRADE (MINIMUM) AS IEEDE LONAFLTED. ALL 30TH MGLT_ °L= 55:51 30-0"5 SHi'_ SE ,t,0* ' 0D 70 AA BAYS WITH 'U 5ERIE5 JOIST HANAS5. 25_ ?CO =0RMIN6 00TLEt FO TOE, APPLY 'S5�5 ODERN1EE 55064 ON IHE PLANS: ALL ROE 5x ETAV 5HCN4N OT -5NI5 SPELL BE CONSIu. 10700 TO TIE MINIMUM STANDARDS OF THE "JNEFO 4 5 V1SINE, COQ 50510'UM � NAILIN'G., 551555 OT WISE NOTED, SHALL CONFORM TO 7A I 5 ITD-0 E UKT:F 55 1 15 = AS 51555 IN MAIL _/5_. COORDINATE THE SIZE A47 LZ TIOR PF ALL Al OFENENE NIT-S ¶0015411050 AND ARCHITECTURAL DRAWIN65. PROVIDE WASHS6 T-E FEAT. AND NTH OF .A 51:25 AND LA6 BOLTS EARINS ON WOOD, INSTALLATION OF STS SELL 00455554 TO LEO EOTGl5 2E1_1_2 4 INSTALLATION OF BOLE SHALL CONFORM TO UBC 5E677% 2E56.1 SS L NAY"% ALL ELD WALL=. SHORN AND NOT 0151150 NOTE SHALL S 244 5TUD5 5 16 "as. AT AERIE NILE 307 2u6 9 24'66 AT 550 I?x CA 5. TNO 51,'55 MINIMUM SHALL BE PROVIDE AT TFE 55 of .AZT' WO-s, ALT EAT S:7 OP OP3I114P5, AND AT TIE DE OF ALL BEAMS AND =E . TAD 2'x PEWEE SHALL BE FAIT OVa L 0 NOT 01-ERWi5E 10,07. SOLO ELY N6 FE ?COD L2_TS'e= SAL S O. 71HR0551-1 H TO SUPPORTS EEL 01. 551' 5710 iNULT SiALL 555 . :?5555 LOAa 455 PAID ATTACKS TO 5500 SAC* BLOW WITH Ibd 450005 AT E2 "c» SFr{= GR BETD TO /4.50E7 WITH a PIAE=Gt ANCHOR BOLTS (EMBED 7') 9 6` U oc 65_" OSSIOAnv UTiEE. IVSiSl0JAL 1:13313.3. OP BUILT -UP STUD POSTS SHALL S MELD 70 DOH &TER 441 74 1454 9 12'66 BETAS. X rEK 70 THE PLAN5 AND SPEAR WAIL :CHEDJLE FOR ELLIE RED 50414116 AND 0. FLOOR AND ROOF 00- FROTBE MEE .1215 1555 ALL PARRALL . PARTITIONS THAT EXTEND OVER 155 SK "DSS? 71-EXIST Ems- AND ARCJND ALL 5551555 IN FLOORS OR ROOFS UNLESS OTHERWISE 55155 FC.WEM 575751156 9 8" -o'ac AND SOLID 0001101!6 AT ALL SARIN5 POINTS. TOENAIL J01515 TO 5555515 WI TWO "Ed NAILS, A 7ALE Ti113ER 55 iT5 TO FLUSH 1EADD5i OR BEAMS WITH SIMP5ON METAL . EST HANG EN ..CO5AN0 )NIT- NOTES 5551 =. NAIL ALL MULTI-5515T GAMS T06ET1ER WITH 166 5 12`66 STA55 _ 6/4L00S 55:0CBE NVXFO ON THE PUNS. PLYW702 ELF AND FLOOR 5HFATI1NVi SHALL S LAID UP WITH GRAIN PERPENDICULAR O STS AND NAIL WITS Ed NAILS 9 6'oc TO RAKED PANE_ EDGE AND DER 51115 W$!5 55 SHOWN OS FLANS AND 9 12'as 110'd6 AT FLOOR',) TO INTERFDIATE SUPPORTS. FRONDS APPROVE FLOG EDGE LL E LEN TEE EWEN 551576/7RUSr5 AT UNBLOCKED ROOF 5E47-ENS EDSE5_ AL FLOOR 51505/01 6 5500 SHALL HAVE APFRt9VED TONGUE -AND- GROOVE JOINTS OR SHILL S 5.11 WI Tr r GALS BLOCKING. ALLOW SFACINS AT ALL PANS EDGES AND ENDS OF FLOOR AND ROOF SEAT =EN'S. Ta.NAIL BEING TO aF°azI5 WIT] 16d 9 12'oc UNLESS OTHERWISE NC S. AT 5LOG. FLOOR AND ROOF DCAPPRA9r5 MOVIE FLAT 2z 51001KIN& AT ALL UNFRAMED PANEL r A40 445{ WITH ESE KIAILTNBSECIFIED. D. M1AIL €N6. AL MILS 500955 ON MANE WERE DESIRED TO BE COMMON. PNEUMATICALLY DRIVEN NAILS OF 73E 5 LENGE, MATE SJ "u'77E FOR CO AN NAILS PROVIDE THEIR NUMBER 15 ING5A50 rEFACIN6 IS FDEASEN IN 55ES - OR TO 7HE155 015151 2 50055156 70 THE FOLLOWIN5 FORMULA: NAILS LOMHON DIAMETER Bd 1OU 12d 16d NR#r Date By 0.131" 0.14V 0.146" 0.'62" Desoplbe a1 Ressio s Sheet Die Sege Approved By TRL x6 NI5Ler 97 -25 -02 DeHd FAD us SAD ached Dote 3/21/97 Sheet NW. Si 6 12 18 24 30 RECEIVED CITY OR TUKWILI JUI 51997 PERM :CENTER ISSUED FOR BIDS - FOR CONSTRUCTION t GI2 BASER_ i I I ^ N WHERE OCCURS (5 B A tot SEL V NBBJ typ. TS toGl2'si L PLAN VIEW ® CORILER 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fax (206) 621 -2300 13 TS 314z3�x'/4 TYPICAL EMBED It 9'8"x12 "x1' -0" W/ (2) 1 6"9 x 5" WELDED STUDS e 4'oc (TYP. EA. PAVILLION PIER) r" CONT. BENT R 28/52 SEE ARCH. COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 520 P: 206/343 -0460 SEATTLE, WA 98101 F: 206/343 -5691 �NJ ACTOR V - OIFY) TS 56x1 (9 COL. LINES ONLY) DEW TS 31606,4 (0 COL. LINES ON.-Y) T-26t (CONTRACTOR VERIFY) 14 26 %'x3 EACH END EXIST. T5 0,-5. PER . --NEYM TS 3606,44 ABOVE 0 B_(YN —506 TS 3 I TYPICAL D6'i TS 36x.V6,64 A0O/E 6 BELOW 161 T5 3 - YR, SEE ARCHL ATIO!5 field exist. EXIST. TS COS. PER PLAN • - Ts., 3"t�r345 4 TY?CAg. 26442 15 -- SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON 370 FRAMIi5 6 I6°cc tip fi 5/52 ) OCCIRS CQ 71i59N ERI41 T5315' — 75 36 PER PLAN GarATION 675 28 5/52 EXIST. STUD WALL FRAMING 6 24 "oc 4x4 BLOCKING NI/ (2) A34 t (4) 16d FACE NAIL, EA. END 4 4x3 /x5 x 0-9 LLV W/ (2) 1-s'A THRU LTS 0 6 "oc T5 36x51 x%, TYP. T5 3 WHERE — ' OGGUR5 %" CONT. BENT R —/ 5EE .ARCH'L. (4) x4 D0WEL5 —� FOR GALL0UT5 IN COMMON 5EE 29/52 DOWEL 5 TO MATCH VERT. REIN F. 2-6" X16 T515x36x15 5 T/5 T5 0Y3x PER PLAN ` —TS 54x PER PLA <GP (4) .5 VERT. 4 3 TIES 6 16 "oc GROUT GORE NOTE: THIS CONNECTION OCCURS AT 5KENED WALL 8 WALL GORN005. CONTRACTOR TO VERIFY EXIST. WALL FRAMING CONDITIONS EXIST. ' . 'G. REMOVE REPLACE A5 REQUIRED FOR CONN. (5) 0 4 EA. WAY 9/52' \--1 CONT. BENT R 5EE ARGH'L. r, V —G12 PER PLAN PRE-CAST GONG. GAP PER ARCH. WT 4029 (CUT WEB PER ARCH.) TYP. OF (5). SEE ARCH. FOR LOCATION. (2) 04 EA. WAY et PLAN VIEW A 10/52 17 TYP. ENTRY PAVILLION COLUMN 29 ter typ. IL' to T5.> 'V . 4x4 BLOCKING PER 5/52 EXIST. 2x•.. -.. FIT 24'oc I� 5x0)2 "x0'_9 "�' 0 24 "oc W/ (2)6 "6 THRU BOLTS 0 b "oc IN I:5" SLOTTED HOLES, TYP. EDGE OF SOFFIT VE Si, V 3 \ 4 2x2xI4 x 0'3 BRIDGE FRAMING PLAN & DETAILS PAVILLION PLANS & DETAILS 5/52 Sheet Nsrber NG 3 BEYOND EXIST. /5 PLYWOOD SHEATHING. REMOVE AND REPLACE A5 REQUIRED FOR CONN. 555 36 BEYOND (3) LOCATIONS - SEE ARCH = I-o' TYPICAL BRIDGE PLAN " SHAPED PLATE ER ARCH. CHANNEL PER PLAN 0 ° = 1 -0' 18 TS 3%x36x6 TYPICAL (4) CORNERS 26/56 ) 26150 i4 ENTRY PAVILION - FRAMING PLAN ' 24 ^ 29/52 (I I) LOCATIONS - SEE ARCH. v° = I' -o° ENTRY PAVILION - FOUNDATION PLA 30 RECEIVED CITY OF TUKwILA 52 JU ( / 1997 Sale 3/4 = 1 —0 N.N.O. PERMIT CEN Approved By 995 ob obo 97 - 25 - 02 Designed EAD Drawn S5D clads ore 3/21/97 ISSUED FOR BIDS - FOR CONSTRUCTION ..v' OF BE, WING = ' OF T?UE _ORNE� C /2 RON 000 / AS C C .. 156 ,.S OF TA, :O.RN_ F ELECTRIC COND. T \S FOUND 1 IRON PIPE WTH YELLOW P TI C CAP, 0.09' NO LAS OF TRUE CORNER FOUND 1/2 IRON ROD WITH rEUOw PLASnc LAP °sew•. Ott' EAST OF ntUE CORNER BUILDING 3 2 STORY F.F. =23.50 10,709 S.F. BUILDING 4 2 STORY F.F. =23.50 10,803 S.F. BUILDING 12 2 STORY F.F. =24.00 10,845S.F. BUILDING 2 2 STORY F.F. =22.50 10,921 S.F. BUILDING 10 2 STORY F.F. =25,55 10,807 S.F. DUKE CHECK DETECTOR !y EX B' 1W TER VAULT W ,4`TliP METER 1 2 -2" WATER SERVILLE fi - d ell 5 2 STOFFY _ =2.-.GC o i .Di!NG 3 2 STORE: -= =24. 007 1' S.F_ OR €17 CB #3 CB 10 :32234' TYPE I I MN 48 522^05 36 SD 377.00 +- h' WATER METRS I I I I A,-:; , t� 5 - ✓A TERJ6 RVITES �I` CB # 1 TYPE 1 II _ —_ - — 11 3UeI TD NG 6 2 STORY = F. =24.00 3UITGING 7 2 STORY i C.233 S.F. 31 13IN'G 9 2 STD,' = __ =24.00 10'.816 Ss. LB #14 , , -- TYPE 15 1 CB #ll TYPE II 36" SD o - GB .12 TYPE BUILDING 11 2 STORY F.F. =24.50 17.062 S.F. RAMC 080'05'42'E 30.00' ADDRESSES BUILDING #1 BUILDING #2 BUILDING #3 BUILDING #4 BUILDING #5 BUILDING #6 BUILDING #7 BUILDING #8 BUILDING #9 BUILDING #10 BUILDING #11 BUILDING #12 5014729 IX" WATER METER I) WATER METER CB 5239G S01 ° 47'29 "W F w 2" WATER SERVIC �� - — - 12" SO li r, •� r -. C 39 --,■ f (1 T PE IS ST A � -� 4T A C I SEC 26, TWP 23N, RGE 4E, W. M. 451 CB 4 IC" SD 30" SD or WATER METER TYPE 1h" W2T'FR METEP. AEI CB 438 TYPETT TYP l6 GE --A GE =21 39 IE= 171211 -15 lE= 1/42U -12' ro 2" WATER .SERVIC CB TYPE /V 54' v r• 3 „ El 1 1 !; l ! E 15 1 I l I 11 r i - CHAINL INK FENCE LINE . 29 545 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 565 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 575 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 555 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 625 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 645 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 655 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 635 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 665 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 360 CORPORATE DRIVE NORTH TUKWILA, WASHINGTON 98188 375 CORPORATE DRIVE SOUTH TUKWILA, WASHINGTON 98188 370 CORPORATE DRIVE NORTH TUKWILA, WASHINGTON 98188 GENERAL NOTES 1. SUBJECT PARCEL IS ZONE X - OUTSIDE 500 YEAR FLOOD PLAIN PER FIRM MAP 53033CO328D 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 4. VERTICAL DATUM: NGVD 1929 5. PARCEL CONTAINS 17.45 ACRES 6. All construction and materials, unless otherwise specified, shall be in accordance with the City of Tukwila Standards and Specifications the 1996 Standard Specifications and Standard Plans 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 PORN (current edition) and the 1996 Standard Specifications shall be maintained on site during this contract. Section 1 -01.3 Definitions, the term 'State" and "Contracting Agency" shall be amended to read "Owner ". 7. The vault sizes for the Double Check Detector Valves have NOT been reviewed in the field. It is the Contractors responsibility to confirm dimensions and adjust bid accordingly, should the vault need to replaced with a larger structure as shown on detail on sheet 2. FOUND 1/2 RON ROG M'Y. YFa OVi RASC CAA ' O., EAST OF PRA LA, 5O ANDOVER PARK YES 50 CONTACT 5014729'W SCALE 1. LONE ENTERPRISES NORTHWEST, INC ONE UNION SQUARE 600 UNIVERSITY ST_ SUITE 2820 SEATTLE WASHINGTON 98101 RON IL GREENE TUKWILA OFFICE (206) 575 -2120 FAX (206) 575 -1198 e ronmgreene®ooLcom 2DD 1290.30' DETECTOR Ei' .1111 TYPE _163202I i!11! �� iIIIIi1!11111' 11 VICINITY MAP N. T.S f"3 FIRE HYDRANT AUTO FIRE CONNECTION DQ WATER VALVE ® WATER METER • POST INDICATOR o- WATER BLOWOFF - -W-- WATER PAINT MARK -U UTILITY POLE W /LIGHT A GUY ANCHOR Y UTILITY POLE e POWER METER © POWER VAULT E POWER TRANSFORMER 0 TELEPHONE VAULT • TELEPHONE RISER TO TELEPHONE MANHOLE ✓ FIRE DEPT. CONNECTION El c POST INDICATOR VALVE LEGEND CB #2 69.00' 145.00' CATCH BASIN STORM MANHOLE STORM LINE SEWER MANHOLE J m ct V.I 1 z 30.00' 501 °47'29 "W 30.00 TELEPHONE PAINT MARK GAS METER GAS VENT CAS PAINT MARK JUNCTION BOX FOU ENT BRASS BOX CAP MON. IN MO FOUND MONUMENT AS NOTED EVERGREEN TREE DECIDUOUS TREE CONCRETE WALK GNATS ❑ I CB #1 0.00' APPROVED: CITY OF TUKWILA DATE RECEIVED CITY OF TU'� ^.•ILA ju ,jai PERMIT ,SE W MEM IBM MEE I7 PLOT (,) SHEET 1/2 Cl JUN16 19,716 N P Dimensions and Weights NE7 314" 3ypass for Model 856 SIZE A 9 n'0 D E W7. EL.,' �L . 212'1403/412512 16316 101/4. 133/81 2160 4i7/8 5,8 22 101l41131EI 2290 -r I '- 49 v41 2a 231g 10 It< t4 327.0 1J }•i S I 56 134 3/4 311/6 13 15 509.0 E 165 141;/4 373/4 155/8 153/41 7890 !" � Y '"'•••T r ��P -"/N 058Y Gate Val es Open) Omensions are nomna Aow ces must se mace normal mant,!actunng tolerances a Materials of Construction f FEECO f Prevention 'MB Industries, Inc.- Core Fluid Control Group • P.O. 13 ox 6070 • Fresno. CA 93747 • Fax: (209) 453.9030 5 855 556 856.PM6 SPECI ICATION.S HEETMCI3EL8561€ /FEBCO/ ckfIGW n DOUBLE CHEC;C DETECTOR AssE Preventio Characteristics Physical Properties Sas of Mainline Max - Working Pressure Hydros,. Test Press. Temperature Range End Connections Materials Main Valve Bo, Coating Shut OR Valves Tnm Elastomer G sC5 spring Application Non -Health Hazard F. a SPrinele Syat¢ma Model 856 Flow Curves SEC 26, PAP 2.3N, POE 4E 175 PSI 350 PSI 32°F to 140 F 10 ° 0:06, CI Flanged ANSI f315 Class 125 DucLle uon AST" "" Grade 65 -4512 Fuson epoxy Clot. mterna and exlemal 0 OS AVJ'!JA res.n a'� reanmm AV✓ . 0509 g ale valves Bronze ASTtr 8584 Aloy 083630 SPEW Staintess steel 2 "and 3' DIAMETER EQUAL TO CUTLET PPE (Sr OR 15 PER PLAN) FRAME & LADDER OR ST OFFSET SEE NOTE 5. FRAME & COVER ELEVATION PER RECORD DRAW., •:, I.E. SAME AS ELLS PIPE SUPPORT(" 3"X.090 GAGE BOLTED OR IMBEDDED 2" IN AALL AT MAX. 3` SPACING. Mei ONE SUPPORT { 084.1 COUPLING G TO atm. EX. PIPE t I EX. OUTLET CM.PIPE SEE NOSES sa00ELseemothW«tLICOCIECIOeL4 EIVas Agency C ASSE +�!a':: • • 4'aM E' Diorzontal and Vertical) C•xc<.- PourgtaS. Gres Caunect.. Caxt" . Resew Umss, o(Sasern• CaY- - 8 Horizontal ContigeraLOn ONLY Apo/ .N, o th F G2 . non C•cas CcrreC.- rrJl 44" R.ESearm CreErneve a P ¢ n- Wiz. s Y_.v- .crrrn.no a -_ gOD1956 VERTICALeaSTALLASIOM 141 . 441 7-2-. MILL CATCH MAVEN TYPE U - 54 SECTION SAWOL, TO REINS LE EXIST PAVEMENT, AS NEEDED 73tTPLACE 2 i ei L ASS 3 ASPALT ` C6.71✓PACTED C.S.T.C- /, H 4 - • STiA-1JLtA.PD Sig 1 CO217ER S SEE C/.aS. !i0- 39 .KE',:S (72 SP4C711U2 ]TFP-) - CEELA7,4, GATE, SO EAR GATT Yv'T,- CON2TPC1L POD FOP CLEANOUT. (PIO BEIM" AS P_ F?f71 FOR SERECA'L AIJIIVIM hfir y .• CC"sP,.S) S� REPS DO* 53 „EX MOLT C3LP?C FOR PPES T::RE A - 54` (CB'S 473.2 <253C.3B3T 4.3) TYPE II -54 FROP -TEE OIL /WATER SEPARATOR aBOW DOWN 3001 -45 BEND , pBAN J � 1 COMPACT', FOUNDATION GROVE! UNDER VAN/ T City of Tukwila DETECTOR DOUBLE CHECK VALVE DETAILS ( C2 END VIEW NO -S: DATE: 11/26/95 70 BUILDING 913F VIEW 7. DESIGN FOR < THRU DDCV- 2. SEE ATTACHED NOTES AND WATER, LISTING. ETECTOR DOUBLE CHECK VALVE ASSEMBLY AND VAULT WS -1.1 CONSTRUCTION NOTES: 2. REMOVE AND DISPOSE OF OFF-SITE THE EXISTING CATCH BASINS. 5. 6. 7. MATFRTAi T15TTNC• ALL CONSTRUCTION SHALL BE IN ACCORDANC WITH PT KIN COUNTY' STANDARDS ANO S,6,C ,�reCN E EXCE AS AMMENDEC B THE CITY OF TUKWiLA. OUTLET CAPACITY NOT LESS THAN COMBINED INLETS. LIETA� PARIS: CORROSION RESISTANT. ^ALVANIZED PIPE PARTS TO HA' ✓E ASPHAL' TREATMENT 1. 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. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH, O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4 ELBOWS SHALL BE CONSTRUCTED OF 16 GA. CORRUGATED ALUMINUM WITH SMOOTH- ROLLED 5052 H32 ALUMINUM PLATE ON OUTLET LEG. ALL JOINTS SHALL BE SHOP WELDED. 3 MIN. D .I. C SHACKLE LAS 8005 S 52 W PIP E. STAR BOLTS AND ASPHALT EMULSION COATING. 2. a 3. PREC CONCRETE WITH HINGED STEEL PLATE COVER, DIMENSION OF AS TO VARY WITH SIZE OF ASSEMBLY. NE FtL APPROVED LADDER IF OVER 30" DEEP. J PIPE SUPPORT STAND UNDER EACH CHECK //SI OCVA. fi. COPPER OR Mi. BYPASS W ZITH AN APPROVED 3/4 WATER MEi ER 8. APPROVED DDCVA IN MAIN UNE W. TWO RESILIENT SEATED SHUTOFF VA PND TEST COCKS. g _ 10 ". 8 -, 6" OR 4" COUPLING ADAPTER, FL. 10. 10", B", 6" OR 4 D.I. CVSS 52 PIPE LNGTH TO FlT. tt. GROUT INTERIOR AND EXTERIOR ALL AROUND PIPE USING NOV LVE. SHRINK GROUT 12. 10 " . 8 6" OR 4" GATE VALVE FL,. WITH POST INDICATOR VA 13. FLAN TEE ASSEMBLY SIZED ACCORDINGLY. 14. FLANGE 90' BEND. 15. 4 OR 6 .1. CUSS 52 PIPE FL•a_ 16. ' OR 6 " g0 END, 52 L OR 6. O.I. LA55 PIPE FL•FL 18. fi' 9G BEND. FL 19. UL LISTED 5" STORK C WRH 30 OR 45 DECREE EBOW. D.I. CUSS 52 PIPE LENGTH AS REOUIREO FL•FL. 2 1. 6" 90' BEND FL 22. SWING rrPE GRAVITY OPERATED CHECK VALVE WITH BALL GRIP VALVE TO BE INST HORIZONT j1FTFCTOR Dn F,CK AND VAULT ASSFMRIY NOTFF [1&LF CIT BACKFLOW PREVENTORS SHALL BE 9 25, A806 9 . APPROVED FOUAL SfZE VAULT BASED ON SIZE OF APF4RAN AND FETING MINIMUM CLEARANC$ • A SEPARA DETNL PLAN FOR VAULT INSTALATION ANO SPR N O UNE MUST BE SUBM D AND APPROVED 3Y THE FlRE MARSHALL PROIR TO INSTALLATION. • MINIMUM PARAN6 SIZE SHALL BE 4 VAULT 5 BE SEALED TO PREVENT WATER LEAKAGE. tA00ER5 HALL BE REQUIRED WHEN DEP'H FROM TOP OF LID T O FLOOR I% VAULT EX EEDS 30 -. INSTPLLATION OF ALL LADDERS SHN1 BE IN COMPLUNCE O O. ]. LOCATE VAULT IN PLANTING AREA AND NOT IN PAVING AREA, UNLESS APPROVED BY THE ENGINEER. FITTINGS SHALL BE IN ACCORDANCE wliH ALL APPLICABLE REQUIREMENTS OF AN51 /AWWA 0 /A2.P ANO CEMEM LINED (SEE APWA ,Y AWWA). 9. PIPE SHALL 00 BE DUCTI1LE IRON MEETING PNSI A21.51, 0152 k CEMEM LINED. 10. TEMPORARY SUPPORT SHALL BE PR mpi UNDER VALVT THE TIME OF INST AFTER COMPLETE INSTALIADON INSTALL PES ERMAANENT PIPE SUPPORT STAND. 11, PROVIDE BALL DRIP VALVES ON F.O.C. CHECK VALVE ASSEMBLY OR AT BOTTOM OF OC. RISER. 12. FIRE DEPARTMENT CONNECTION TO BE PROVIDED WITH ONE (1) 5 STORK CONNECDONS AND TWO 30 DECREE ELBOW. t3. ALL UNDERGROUND PIPING TO 2 INSPECTED. FLUSHED. PRES TESTED IN THE PRESENCE OF AN INSPECTOR P.410R TO COVER PND CONNECTION i0 THE OVERHEAD S ta. UPON INSTALUDON, BACKFLOW PREVENTION ASSEMBLIES ARE TO BE TESTED BY A CERRFlED TESTER AND ALL TFST-COCKS ARE 0 BE P AFIFR THE TEST. THER ANNUAL TESTS SHALL 9E PERFORMED Ai OWNER'S EXPENSE AND COPIES OF TESTS RESULTS S HALL BE PROVIDED CONCRETE VAULT SHALL HAVE ONE 4' a' OR TYO 3'•3' STEEL HINGED DOORS. MATERIAL LISTING & DETECTOR DOUBLE CHECK & VAULT ASSEMBLY NOTE DATE: 11 /22/96 WS- 11NOTE City of Tukwila APPROVED: ECEIV CITY OF TUK WILP U l s 1997 CITY OF TUKWILA DATE O W SHEET C2