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Home My WebLink AboutPermit D97-0244 - SOUTHCENTER CORPORATE SQUARE - EXTERIORCity of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 262304 -9075 Address: 645 ANDOVER PK W Suite No: Location: BUILDING #6 Category: ACOM Type: DEVPERM Zoning: TUC Const Type: Gas /Elec.: Units: 001 Setbacks: North: .0 South: .0 Water: TUKWILA Sewer: :TUKWILA Wetlands: Slopes: N Contractor License No: UNIMACC066DM OCCUPANT SOUTHCENTER CORPORATE SQUARE 645 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 * * * * ** * * * * * * * * * * * * * * * * * * * *k Permit Description: COSMETIC UPGRADE TO BUILDING EXTERIOR. ***************************************************• k* * * * * * * * * * * * * * * * * * * * * ** * * * * * ** ** Construction Valuation: $ ' PUBLIC WORKS PERMITS: . *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Acces /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**** * * * * * * * * * * * * *k * * * * * * * ** * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,313.78 **************************** k**** ** * ** * * * * * * * *k * * * * * * * * * ** * * * * ** Permit Center Authorized Signature: Signature: Print Name: DEVELOPMENT PERMIT Occupancy: OFFICE UBC: 1994 Fire Protection: SPRINKLERS /AFA East: .0 West: .0 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 t)is permit does not presume to give authority to violate or cancel the pr- r S on o ray other state or local laws regulating construction or the perf..rman' o � I am authorized to sign for and obtain this deve 1 opruen Permit No: Status: Issued: Expires: Streams: (206) 431 -3670 D97 -0244 ISSUED 08/26/1997 02/22/1998 . - _aaDO Date : %' l Date :P' %( -97 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/Tenant: Existing use: El Retail El Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital El Church El Manufacturing ❑ Motel /Hotel RrOffice ❑ School /College /University ❑ Other Valu f o t ruction: Site res: L /fir Al1�C • 7 G C ' y��sto .� x iu� i Tax Parcel Numbe . 3l — el ls = OJ Property Owner: A/� r_' � .—, `fir .. ma Phone: 03 .... Street Addre„sikiteid, c n t / 4ty� �6ip Fax #: O h) Contractor: L] Phone: Street Address: City State /Zip: Fax #: Architect: ^ N 2.- Phone' es s Street Address: ,,,...."- 64 99Vp: Fax #• ?l ......23:),(71 Engineer: ap Phonej j ,6 Street Address: City St yZi p: �l7 .St d' .6..22v, a .cJ,�9 �a Fax #: / 3 — rill Contact Peon: .P �� G� Phone: 74 r Street Address: / ta - • C al- . -. � Aldo/ i raw i t S q Fax #: 2�- rl�r Description of work to be done: 14% c u 4 4, A eQ'�,� .�l4 Existing use: El Retail El Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital El Church El Manufacturing ❑ Motel /Hotel RrOffice ❑ School /College /University ❑ Other Proposed use: El Retail El Restaurant ❑ Multi- family El Warehouse ❑Hospital El Church ❑ Manufacturing El Motel /Hotel grOffice ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes a no Existing fire protection features: 24 sprinklers SKI automatic fire alarm Cl none El other (specify) Building Square Feet: ,l 0 existing Area of Construction: (sq. ft.) ��7 al Will there be storage of flammable /combustible hazardous material in the building? ❑ yes El no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUKWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 El Channelization /Striping ❑ Curb cut/Access /Sidewalk El Fire Loop /Hydrant (main to vault) #: Size(s): El Land Altering 0 Cut cubic yds. 0 Fill cubic yds. El Sanitary Side Sewer #: Cl Sewer Main Extension ❑ Storm Drainage ❑ Street Use El Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): El Water Meter Temp # Size(s): Est. quantity: gal El Miscellaneous CTPLRMIT,DOC 1/29/97 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 mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Flood Control Zone El Hauling El Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only 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. Date applicacced: Dale�plo or regg Appli all to • • (Initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNE • OR AUT OR/ D AGENT: Signature: • / .1/ at) Print name.R ..;;0a.../ i . . , ).,U y Date: ? ( �� . , ..., , Phone: �3 , U City/State/Zip Y p n 7� Fax N° Z94;2c) d i) '� Address l j� g 1 p /4 91_ ALL COMMFRCI4L /MULTI -FA r TENANT IMPROVEMENT /ALTFI TION PERMIT APPLICATIONS MUS1 BE SUBMITTED WITH THE FOLL ING: ,'Lt DRAWkl6T8 BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STI UC1'URAL ENGINEER OR CIVIL ENGINEER ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN Y 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 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) ❑ ❑ 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 / AM AUTHORIZED TO APPLY FOR THIS PERMIT. C I'IRMIT•UC)C 1/29/97 645 ANDOVER PK W Address: Su i tei: Tenant: CITY OF TUKWILA Permit No: D97 -0244 Status: ISSUED Applied: 07 /18/1997 Issued: 08/26/1997 Type: DEVPERM Parcel #: 262304-9075 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. Tukwila,BuildingDivision. . Electrical permits shalI be obtained �through the Washington State. Division of L.abor and' Industries 'arid all.. electrical work will be inspected by that, agency (248 663:0) All permits, inspection :records, ,and..appr;oved plans shal l be available at the job site "prior to the start :.of any , , , Con- con- struction. ;These documents are to be maintained and avail- able .`until -final inipection4pp "royal ' is ,granted: All structur al concrete' shai7 be.. special ' inspected ;(UB Sec. 30 6(�a) 1) ±: y All st welding sha be done by W.A.B O. certifie' welders aid ins}�e`ct'e;d (UBCC - Sec. 306(a)5). When special ynspection is required either the owner, architect or engineer shall _,notif•,v Tukwila Building Division of appointment of��th'e ins-pec,tion agencies ,pri.or- the first" building. inspection Cop °1e of all special Inspection .•.r0orts - .shall be' ?sub.m•"i,tted to .the Building .,.` ,;, Di.visio r id a timel..y.,, m,an.neri � t: Reports :shal:l contain l , ; addriess, p .ntsr3 s ; ..f � pro ect name,: perm - nOnmber type i. of:li.nspect i on being per orn)ed �` The `spec is °1' i {nspector sihay sub,mit signed r eportlr- statikng, the - 'work lrequirr ing'' sp ec ;a1, :;� to the Jest ;scofr the inspector's kn!ow conformance' with."apprev'ed plans and specifica,t•i;ons`and .,the ap Rlicable workmanship provisions of the. UBG. All cbr,str' ction =to be done in conformance" w.i thapprove'd plansand requirements of the Uniform Bu i lding (1994' Edition) as. amended, Uniform Mechanical:` C'ode: (1994 Edition), and Washington Energy Code (1994 Edition). Va l i d i ty\ Permit. The "issuance of : a permit or approval of plans, spec,if,ications, and computations shall riot be con- strued to be a : permit for, , or. ,approval of, any violation of any of the provisions of the,' bu i l d i ng code or of any other ordinance of, the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of t h i s code shall be valid. 10. Notify the City of Tukwila Bui lding Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. Pvmi+ oxtail no*ov PLAN REVIEW /ROUTING IP ACTIVITY NUMBER D • 0&144 ow TE1-1Ell PROJECT NAME DE ARTMENT: O. G D IO 1 1 1'd1 • : LI ' O , l_J DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE p COMMENTS ltE v EWERS INITIAL REVIEWERS INITIAL CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE -F DATE DATE DATE NOT APPLICABLE p (0 :g PEVEN ON p P NISI N N� R � STRU� 91 (� PERM COORD AT . 1 DUE DATE uffi Q') TUES /T HORS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED E] ROUTED BY STAFF I I (If routed by staff, make copy to master file & enter Sierra.) 1 APPROVALS OR CORRECTIONS: (ten days) • DUE DATE' 4 6" 5 we n APPROVED n APPROVED W/ CONDITIONS NOT APPROVED (attach comments) 0 DUE DATE APPROVED D APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 (Cerrificadoe of occupancy required. ) �.✓ ?N�?ikti'i'�.�...x'i.< uF ?Cti! "r' ?- Vr4f6:r.w :' f. ae .ttl'tttOsl'..'..`*)PVfgv". Prr.•stv..t!b4e:: kfti DEPARTMENT: BUILDING DIVISION W PUBLIC WORKS �El PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER Caen • 04144 DATE 1 J5117 PROJECT NAME ME PREVENTION E STRUCTURAL DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE E COMMENTS ' REVIEWERS INITIAL NOT COMPLETE ( 62_ x rsr.:rCt ,gNYCat Vcc�g4X TY. fr. u.: wn: Y.= kxun;..+ o.« s.+ ay. w�. riM+ xnv. �M�n.* ww.+ nww nx . wr r��' v n . DATE ( PLANNING DIVISION ❑ PERMIT COORDINATOR ❑ I DUE DATE IN T" NOT APPLICABLE fl TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) DUE DATE APPROVED C APPROVED W/ CONDITIONS NOT APPROVED (attach comments) E REVIEWERS INITIAL r CORRECTION DETERMINATION: DUE DATE APPROVED APPROVED W/ CONDITIONS ID NOT APPROVED (attach comments) REVIEWERS INITIAL DATE DATE (Certiftcatioa of occupancy required, ) COMPLETE COMMENTS • f,;t:3isa'r:C'. +•..` imt W.SillsZA.f.' - n2.aac ,s:ayss;srmawteevinre:+zs»x;r REVIEWERS INITIAL REVIEWERS INITIAL PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS DTI • oV-i PREVENTION STRUCTURAL : l l 9 DETERMINATION OF COMPLETENESS: (T,Th) NOT COMPLETE TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED -E ROUTED BY STAFF Ej (If routed by staff, make copy to master file & enter Sierra.) ( DATE APPROVALS OR CORRECTIONS: (ten days) APPROVED I l APPROVED W/ CONDITIONS [1. DATE CORRECTION DETERMINATION: APPROVED D APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE -F rir.: ir., �crr..:: rt�j.• ax.. a + DATE "2/PA 7 PLANNING DIVISION PERMIT COORDINATOR Q DUE DATE "7' 01- DUE DATE NOT APPROVED (attach comments) DUE DATE NOT APPROVED (attach comments) 0 (Cerdficadoa of occupancy required. DATE new Isla, 1�:.:c1t.i. YYi Ri. " "tht i?."J.:ti ACTIVITY NUMBER ryar • OI4 4 PROJECT NAME ♦• �. , • DEPARTMENT: BUILDING DIVISION l) ILU.w. PREVENTION PLANNING DIVISION • PUBLIC WORKS [J STRUCTURAL 1 PERMIT COORDINATOR 1 9 DETERMINATION OF COMPLETENESS: (T,Th) NOT COMPLETE C COMPLETE COMMENTS • TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED ki ROUTED BY STAFF CJ (If routed by staff, make copy to master file & enter Sierra.) • REVIEWERS INITIAL L 7 APPROVALS OR CORRECTIONS: (ten days) • DUE DATE APPROVED C APPROVED W/ CONDTTIONS C NOT APPROVED (attach comments) REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED C APPROVED W/ CONDITIONS NOT APPROVED (attach comments) REVIEWERS INITIAL C:ROUTE -F :riAi r40eatravf,,F[:94:.:4:.".. .i : fA. A' CR134NY?:::R6$2..1 iliduY.r.1..4 ,IW'SI.Wf!:l PLAN REVIEW / ROUTING SLIP DATE If 7;4ii DATE DATE : t, T '.a•Pxt ':•nr 15V.1.f .w2MWV . A^ft'Y Y:vM:'T+ru DATE 1 • !Mall DUE DATE ' 7 NOT APPLICABLE DUE DATE (Ceraficadoe of occupancy required. ) '1:43iV.74■11S77✓.aa <n vaw+nan.unr '�iM1SL <..++se.:..�+:1�: rda'T.fCicu:L"?�,:1.B7VL2�C". hint: rJ. 4ita��wJ: 1, 1'+ vnt�vt+ �+ eW? 3; ��. Rxx�i- p'rlranro.mr�NZV.ntY.Mr,;rn. x6w�*11n1.f /YMx :•. cax... M. mwn.+> . zme.. awtn+ �u�: vahn.««.. w.»». u.. vvrcx . +w.*.nm.•.+�.•...w,,,- .. »... PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER Dc11•061.14 DATE ,. I6 // PROJECT NAME YZ11GAh4 ler Ccvprk4 Varal• 41 (0 DEPARTMENT: BUILDING DIVISION PUBLIC WORKS DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS • TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED ROUTED BY STAFF n (If routed b e copy to master file & enter Sierra.) REVIEWERS DATE Zt bn t APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) C REVIEWERS INITIAL APPROVED C C :ROUTE -F CORRECTION DETERMINATION: FME- PREVENTION C PLANNING DIVISION CJ STRUCTURAL PERMIT COORDINATOR 0 NOT COMPLETE C NOT APPLICABLE C DATE REVIEWERS INITIAL DATE B DUE DATE ' 1 ° ' DUE DATE' 46" 5 ") DUE DATE APPROVED W/ CONDITIONS NOT APPROVED (attach comments) ❑ (Certification of occupancy required. ) Fireproofing Aggregates Shotcrete Concrete. Masonry Asphalt Roofing P i l i n g S t e e I S o i l s W o o d File: .99 -405 A c t A Dave Larson City of Tukwila Building Department 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. 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. Structural steel erection -on site welding Sincerely, A.A.R. TESTING LABORATORY, INC. )6,Akeic_ 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 -5812 Fax (425) 881 -5441 • 7126 180th Ave. NE • P.O. Box 2523 • Redmond, WA 98073 12/21/99 11:08 FAX 206 869 5824 VERTECS Page 5 of 6 Or pleticn Date: 9S V E PrEGS GolL? F.AMI 04 (Fix's OO DAMON NAME) THE EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) INSTALLED ON THE STRUCTURE LOCATED AT THE 'ADDRESS INDICATED BELOW CONFORMS: U i -r zD (EIFS IINJTACIURFR NAME) RECCIVENDED 124.7PALLATTal 'PRACTICES AND SECTI (S) OF ICE Es, INC., REFS No. . Address of Structure: SOV7I�GEN1t .. RpG ATE 5 DJ 54.5 p,NgevEC P. W e r Tuje_w I u, . l._I A 151 Oa_ INSTALLATION A. Substrate Type ar.3 T`oleran B. EIFS 1. Adhesive and,/or Fasteners 2. Insulation 3. Reinf orc ing Fabric 4. Base Coat 5. • Finish EIFS Contractor Company Name and Maness: \Ie T e.S • Product Component Names: Adhesive ('s)' 1.11A Fasteners (=oh) Base Coats C� c ►.►� �, l s Reinforcing Fabric (NT ME bt ATE 1- ES Finish Coat (s) S aLc s CONFORMS 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 EZF5 manufacturer's ES report. NO'T'E: 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 procedures must aecan any this declaration. Signature of responsible Officer: ,,,e i9 ��(/ - reeman Hoy: Vice President Telephone NuMber (41.51 PAS-1990 cc: Original: Building Department Nast be submitted with sealant Copy: ETES Manufacturer installer declaration.) Ig► UU2 /UU3 ' --"'-'12/21/99 a 11:08 FA:A2241ln! DOA4 02#111y08 14:10 FAX 200 5824 Page Sole ' ' ' ' " ' 0:agstien " Data: T1 SEALANT INSTALLED IN CONJUNCTION WITH AN EXTERloWINStrL*TION AND FINISH, SYSTEM (WS) INSTALLED ON THE STRUCTURE LOCATED AT THE ADDRESS INDICATED . BELOW CONFORMS: To apas 11 IAMB) 3043 (=AMC )ViNIJFACTURIStis 102e) =WO= INSTALUOTCN PRATT CIZ AND sEc=af(s) OF TCBD La, IND., FeEPSfP UZ. Z1.&. ' Address at Strati:xi: C . 121112Q1121 A. la teekximaanta, ard instmakieeis B. Meant zariteaclanyea details' ard requissaents Wad= iradaticew asnafactuntrie recpirosatts Signatmma of reepstmaible °Meer: Typed Nu an! Title of Offer: Tele;iscra Mater 53 V WIALk.. VE an1111.■ ED= - seic.ogrry SEALANtr'S (=An WV= KAME) Praket acgcrient Kama: S4 Pcisexis) Sealers bard analiaces Sealant )tai OEMS VI> , 1/4/4 5 D. The inecearatien entared akove is offered in testimony that t &elate installatico =forma Pith the sealattt mersifacturer's installation methods and prozekrea, ard Ws manufactureria evaluation matt- Sealant Installer *awry pres ard AcStmeet: ithR P. ciaL.3 _ /111.••■•••■••041■••■• - �: Original ?. lasildirq talterteent met aubdttai with Errs , =piss: I= %indicting: • contractor clwlaration.) • =t'S contractor Sealant Naruitectarsr IVJ 1 .1 'JO/ I) Lk) • • • rACie 02,, 0002 • • 111-2721 q0. l'can ERAL I A NI c9 Post -it• Fax Note •.. 7671 ore jfir : wees► 7 m X . 0 PON 'rom 641f1 IS, • Ce. /Ocot. Lf/ 1 v a. /T • Co. Phone Y... Phone It 1S 0 N I X Al r75 1 / If? ax e • •; Project Record • ..Date: To: ,.' COUGHLINPORTE ,; NOUN July 28; 1997 NSW Ill S. Tacks= Seattle,. WA 98104 fax 621 2304 ickson Pages: Memorandum The general notes state Ghat masonry should t ave special inspection. Because the new wasonry construction does not consist of primary s;; uc . a i elements ;r d the design eaesses are so low, Coughlin Poster Lundeen does not require thr: the :masonry have special inspection. It 45 acceptable that the allowable stresses be hall of that of .z4sonry with special irtspeetion. If you have any questions or eott ents, plea: a cell nie. Eric Da.-v:, Cough'xt Forcer Lundeen UV • JJrI'I UIl11.0 rrtvrcrt • ;. cc: :Ron Greene Lowe Enterprises • • .575 -1198 Project • Southcentsr Corporate Square ?reject No: 97- 0025 -02 Ey: Eric A. Darut 917 PIM.=cTor,:. • 'i;ETC :nn r :. rrl r .... ...,�.. r. le J. N.01/151 Sent Via Fax TOTAL v . 01 Project: S1_4-460,4/ �CifJ /� C fJ/� Type of Inspe n� / �7N Add res ;: tom _ v Date called: Special instructions: Date wanted: '�c� Ca.!..." /2 27-99 p.m. Requester: Phone: `- 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 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ./ . Ej $47.00 REINSPECTIO REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: [te: Pro' ct: . i Type of Inspection: Ads r ta.. Date called: Special instructions: • Date wanted: Vn. . n. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 romvatronatannorrowasakirAW, .,; Inspector: Date: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 Ej Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1:5$41 /4 cP‘ l e l 6 $47.00 REINSPECT ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: r Project: -j ---J J ■ Y.)L--- e.r od.. CGR �. 1A Type of inspec jDn: c on ..11 Addy ss: �o A -mo t\e_t Pe Date called: 1 A -9 Special instructions:. , Date wanted: )a m) p.m. Requester: Phone No.: 6Acie42 � LOf 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per 'applicable codes. ,„COMMENTS: Inspect INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: $42.00 REINSPECT! FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • } *44 fir *** *444 *.** 4 ** * *41* * �.��** * * ** * * ***3 ** * ** ** CITY .OF TUKWILA W A L TRANSMIT ' • * * * * * * ** . ***4********* * ** * * * * * * **** * *at * ** TRANSM:I'T.Number.: 89700616 Amount,:. 515'.78 07/18/97 11129' P� CHECK Notat or:..LOWE.NW I Init KJ ,Permit:'No: D:97 -0244 Type: DEVPERM D,EVELOPMENT.PERMIT Parcel No: 262304 -9075 Site Address: 645 ANDOVER PK W Location:, BUILDING #6 T 51 ' i'9s' ... .. oL TotalFe.es: 1 Nei Payment 5.78 :Total AL.L :Pmts: 515..78 Balance: 798.00 ** ;* *. * * * * * * * * * * ** * * * * *' * *• ,*.******* 3 ** 4* *3 * * * *.* * ** * * * * *. * * * * ** * * *• ,Account Code Description. Amount 000/345.80` PLAN-CHECK:- NONRES 515.78 2267 07/21 1705 TOTAL 515.78 ''' :kaka * * *h?4 kk ** kk**** *k *k * * * *.* * * * *•k ** **h * *A. *k *A* k *k * *k * *'kkh *. *hk *A* ** TRANSMIT CITY OF:TUKWILA, WA. 44*k*. -* * * *%r * * *kA• * * *k • Permit No: Parcel No: Site Address: 'Location: TRANSMIT Number: 897,00633. Amount: 738.00 08/26/9740:56 ;Paytuent Method: CHECK .Notation: LONE ENTERPRISES Init:'SL0 This Payment 798.00 D97 -0244 . Type: DEVPERM, DEVELOPMENT PERMIT 262304 -9075 645 ANDOVER PK W . BUILDING #6 Total Fees: 1,313.78 Total ALL Pmts: 1,313.78 Balance: .00 ** *'1 k ** ** * * * * *•k•k** *o1 * ** * * ** ** k* J * * * *l * * * * * * * * * * ** * * * * **** * * * * ** .'Account Code 000/322.100 000/386.904. Description BUILDING - NONRES STATE BUILDING SURCHARGE Amount 793.50 4.50 1 00/28 /719 TOTAL 798.00 December 20, 1999 Ron Greene 600 University Street, #2820 Seattle, WA 98101 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director RE: Permit Status D97 -0244 645 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, ( 4) / 11/aL / Brenda Holt Permit Coordinator Xc: Permit File No. D97 -0244 Duane Griffin, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 Post -It" Fax Note 7671 Date pages / To 4 L J s From /! vy itACi�, CoIO� QF` el/ dt •cwfurf Co Ukir C-P �� . ` Phone # A�y t Phone # 21 0 �) L 2 Fax # I / (/ Fax 1) 4, i' a 0.g ,.RUG 26 '97 03:35AM UNICO, PROPERTIES m 0 w cc ca 1 •Fflri7iri 111..1✓ i. ..ir /, ,fir,. f I //% Il /i % %i {!NN /I /% /), d; fowl 't. N7 z ' •LD/eio •S Q' .+.■•■•••••••• P.1 /1 RECEIVED 'CITY OF TUKWILA ' " PERMIT.CENYER • PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF : NBBJ 111 South Jackson Street Seattle, Washington 98104 (206) 223 -5555 Fax (206) 621 -2300 OL h ent PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON OWNER : ARCHITECT : STRUCTURAL ELECTRICAL : ISSUED FOR PERMIT BLDG. 6 ONLY Lowe Enterprises Northwest, Inc. 600 University Street, Suite 2820 Seattle, Washington 98101 NBBJ COUGHLIN PORTER LUNDEEN SPARL ING DRAWINGS INDEX A -1.0 A -1.1 A -3 A-4 A -5 A A -7 A -8 A -9 Si S2 ES C1 C2 COVER SHEET SURVEY / VICINITY MAP ABBREVIATIONS / GRAPHICS SITE PLAN LOBBY PLANS STOREFRONT DETAILS EXTERIOR DETAILS / SITE DETAILS EXTERIOR DETAILS E.I.F.S. DETAILS EXT. BLDG. ELEVATIONS EXT. BLDG. ELEVATIONS GENERAL STRUCTURAL NOTES BRIDGE /PAVILION FRAMIMG PLANS & DETAILS ELECTRICAL SITE PLAN UTILITY PLAN CIVIL DETAILS te 3� 4vpr of .oe.io s COVER SHEET r -J F OB: I MEC , 1d� ECTRICAL > i '.PLUMBIN CAS FILING CITY CO TUION A y _ii�D1NG DID DI Soda Aplrwed By Job Nnba 24646.00 Dedged NBBJ NJH Oeded Dote 6/24/97 RECEIVED - crtVoE rusr,,i� u; f9u: PERMIT ',TER M 1.V (0y5 por PK W 4• ‘Fr" (49 -.vs 0 / PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF : NBBJ 111 South Jackson Street Seattle, Washington 98104 (206) 223 -5555 Fax (206) 621 -2300 OL h ent PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON OWNER : ARCHITECT : STRUCTURAL ELECTRICAL : ISSUED FOR PERMIT BLDG. 6 ONLY Lowe Enterprises Northwest, Inc. 600 University Street, Suite 2820 Seattle, Washington 98101 NBBJ COUGHLIN PORTER LUNDEEN SPARL ING DRAWINGS INDEX A -1.0 A -1.1 A -3 A-4 A -5 A A -7 A -8 A -9 Si S2 ES C1 C2 COVER SHEET SURVEY / VICINITY MAP ABBREVIATIONS / GRAPHICS SITE PLAN LOBBY PLANS STOREFRONT DETAILS EXTERIOR DETAILS / SITE DETAILS EXTERIOR DETAILS E.I.F.S. DETAILS EXT. BLDG. ELEVATIONS EXT. BLDG. ELEVATIONS GENERAL STRUCTURAL NOTES BRIDGE /PAVILION FRAMIMG PLANS & DETAILS ELECTRICAL SITE PLAN UTILITY PLAN CIVIL DETAILS te 3� 4vpr of .oe.io s COVER SHEET r -J F OB: I MEC , 1d� ECTRICAL > i '.PLUMBIN CAS FILING CITY CO TUION A y _ii�D1NG DID DI Soda Aplrwed By Job Nnba 24646.00 Dedged NBBJ NJH Oeded Dote 6/24/97 RECEIVED - crtVoE rusr,,i� u; f9u: PERMIT ',TER M 1.V — SHEET I ` f SURVEYED BY: DRAWN BY: KRR CHECKED BY: 'R , Ms ,., , l ei E�"'• ° ro' 106 KING C SCALE: LOWE ENTERPRISES SOUTHCENTER CORPORATE SQUARE A .L. T.A. /A. C. S. Me LAND TITLE SURVEY W ASHINGTON W4 l P ly. C I F I C l 3 -112th Avenue N.S. '.. P.O. Box C -87304 Bellevue, WA 98000 -9304 Peens ( xa:. -6341 JWL APPROVED BY: DATE BY REVISION CK'D APPR. �. ran r = 50' — PROJECT NO. 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CURB CURB TO BE REMOVED 1/16' = NBBJ RY LAYOUT /PAVING BLDG.12 WNW =1111111■1 111 South Jackson Street Seattle, Washington 98104 (206) 223 -5555 Fax (206) 621 -2300 NEW OM CTk W SETCHAR { y RAMP OMILp 1S0E 1 8 7 1 8 EXIST. TRASH ENCL. TO REMAIN -PAINT 10 MATCH ENCL. 0Mi .-- T ...__.. 18 1 18 M„6 Z - ,77 - ,, - / OS ®SITE PLAN 1 = 40' —o 50' 0 25' 50' 700' TRY . ANUON SE Ski: A 5 NEW POLE MOUNTED G SGY ye t'1 2 F_W ACCESS. s7Ay --� CCER. PAS NEW CUTT3 OUT It RAY? 2 SD': 1/16` = 1' -o' , 9 v 1. RY LAYOUT /PAVING BLDG.10 AREA OF WORK 200' REPO E EX1 CONC. P AS REM (SHOWN DASHED 'CH DRAT CONC. SEAT ICONC. -- "'1TCMON: c77SV - ! 1.1 1 maw ' �J DP. STRIP 2' C WIDE EAST. CURB 0 I ENTRY PAIAT. -SEE SW A -5 I ROAOR EXIST CURS e WAU< 1cpNC. e3 . 1 f - STRP 2' -4' M,'DE NEW PO.E MOUNTED GSABSD KG. 9RN P€F are NEW CURB OJT k NFfrRCHAR RAP 1:12 ROPE NEW TRASH ENCLOSURE ow DEMO & REMOVE EXIST. TRASH ENCLOSURE , Oz '06Z A(XFS9R'F PATH IT - RY LAYOU i /PAYING BLDG.° w.f... - M „6ZLfr 1GS - -- ANDOVER PARK WEST 2_- CONC P AS RE. • (91016 DARED, OBBY Ar.a. _ St! AlWr CDAPC 2 C.C. 7-AT MUM �— MST. TREE PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON 177 ' EXISTING BUILDING 11 2 STORY F.F. =24.50 30,208 GSF A -3 OMIT \ %' OMIT \, V I I I ---- EXISTING I 1 — 1 BUILDING 9 2 STORY F.F. =24.00 20,421 GSF EXISTING BUILDING 6 veff 2 STORY F.F. =24.00 20,421 GSF EXISTING BUILDING y 2 STORK 41 F.F. =24.00 19,421 GSF 1 181 1 i ` I T I 1 1-7 l !' J PREP & PAINT 1 L EXIST. MR ROOFING I TO MATCH EIFS -1 EXISTING BUILDING 8 2 STORY F.F. =24.00 20,421 GSF 2 STORY F.F. -24.00 19,421 GSF - OMIT se f �... , le 11 T_ —, EX1ST1;PG BUnLDYNG 2 a zs 2 STORY .” 19.421 GSF EXISTING 2 BUILDING Y OMIT F. F_ =24.00 19,421 GSF EXISTING 1' -I BUILDING 3 T . -, 2 STORY F_F_ =23.50 20,421 GSF EXISTING BUILDING 12 2 STORY F.F. =24.00 19,421 GSF OM1 EXISTING BUILDING 4 I' 2 STORY 1711 F.F. =23.50 7 9,421 GSF 0 0 XIV PEW TRASH' t A - EI CIOSU?E / flak° & RERIG EX RASES PARENG ANALYSIS =WARY E➢6SIRG PROPOSED TOTAL PARKNG STALLS 1261 1257 TOTAL HANDICAPPED STALLS 22 22 NOTE STALL INJEENSOPIS SHAPL FELLOW CITY OF TCKWLA ZONING CODE 18.56. ISSUED FOR PERMIT BLDG, 6 ONLY ,05'1 ENTRY PAN. SEE 9R. A -5 Ica c. 11 C.C. SEAT PT. SYMBOL FOR NEW ACCESS ST._ ---w•-, PL 5 -0' VA. ACCESS. PATH NEW PLANENGS 1/16' � I = 1 I A �__ iiff _ RY LAYOUT /PAVING BLDG.2 KONG 21 REMO�F_ EY15T. 11GHT FIXTURE NEW CURB CU & WHEELCHAIR RAMP 1:12 ROPE NEW CURB TO MATai oast NEW TRASH ENCLOSURE 0 M T DEMO & REMOVE EXIST. TRASH PAINT TO MATCH ENCLOSURE EIFS -2. M „6Z,Zb.LOS ENTRY PAVILION - SEE SHT. A -5 REMOVE EXIST - CONC. PANNG ASMp (SHO DINED) ENCH DRAIN CONC. SEAT REMOVE EXIS, LIGHT FIXTURE NEW P MOJNTED OI UD PNG. 1 NEW CURB PT. SYMBOL FOR NEW _i ACCESS- STALL PT. 0' W. ACCESS. PA7H I i ,ST 'LSI - IcoNc 21 DP. STRIP VAR 1/16' = 1' -0' I I I I I 12 - - cam - - NEW URB CU : L - k UHEEL1 22 RAMP 1:12 R E p NEW PUN11NC5 RY LAYOUT /PAVING BLDG.1 GENERAL SITE PLAN NOTES 0 1. CONTRACTOR HELD VERIFY ALL EXIST. SITE '.ITIES, LIGHTING, LANDSCAPE !RREGA0ON & SITE DRAINAGE SYSTEM PRIOR TO START OF WORK. - COORDINATE OWNER REP. 2. PROVIDE POSITIVE SLOPES AWAY FROM BLOCS. 9 ALL AREAS OF NEW WORK. 3. SLOPE CONC. SIDEWALKS 6 1% AWAY FROM FLOGS., TYP. 4. PAINT ALL ELECT. BOXES & TRANSFORMERS TO MATCH EIFS -2 COLOR (0.1.0) MT - DEMOLISH AND REMOVE EXISTING COVERED WALKWAY STRUCTURE & LIGHT FIXT., CLOSE EXIST. ELECT. LINES AS RECD. - PATCH AND REPAIR PAVING TO MATCH EXISTING NEW TRASH ENCLOSURE - EXTEND EXIST CURB & PLANTING OMIT DEMO EXIST TRASH ENCLOSURE: (5 Tr.) REMOVE EXIST STRUCT. -PATCH & REPAIR EXIST PARKING PAVING. EXTEND OR EXIST LANDSCAPE ISLAND AS SHOWN TO MATCH EXISTING. LEGEND 1 CONC. 11 EXISTING JUNCTION BOX FOUND MONUMENT -SEE SURVEY EXISTING EVERGREEN TREE EXISTING DECIDUOUS TREE l EXISTING CONCRETE WALK T2P. STRIP VADE I CONC. 7i CWC. SEAT I CON C. 2 TRENCH OUJN PAVILION: Building 7 [1/8 = 1' -0 ®ATRIUM 06.= NBBJ in South Jackson Street Seattle, Washington 98104 (2061 223 -5555 Fax (206) 621 -2300 CORER/NE 0 DOORS / *6 BLDG. BLDG - 6 O FOR TWILL NOTES SEE Aft 6616, REPLACE CARPET AT ATRIUM GROUND FL0O4, BRIDGE ABOVE AND LOBBIES. ff2E: RELOCATE EXISTING FURNITURE A PUNTERS AS RECD. FOR NEW WORK. ATRIUM O PAVILION: Building 5 1/8' = 1 —o' BLDG. 8 EQ. C RTtrR, E O DOERS 9 MT. VNAT REMO. FIST. COIL PAVING BLDG. 5 FOR IIPICAL NOTES Aft REY Eh NEW CARPET O ND FIR 1ST FIR 900E0 REMOVE DOOR k WALL 1ST FLOOR E15L CALE TO MIAMI COIL %.ALT I cac. 2 NEY POE MOUND. ,lit; (ri{RFO P.G. SKIN if RaeSE WOO PE 5 NIL ACCESS. PATH PT. SNEa FOR NEW ACCESS STNS - ►.. NEW MAXIM NEW ORB CUT k MEELLCWR RAP& ":12 NEVI MARK ETD NEW CPT O 210 RR RRICIE CLG RADS eAI41ES ABOAE fElla£ WALL CQIERING O 3411 REMOVE SOLACE BST. THE REPLACE 0008 M DISC NAIL SFOEFRENT MAN EDGE OF NEW CQ17YN TO EffiT. RN F. KEW F:ANHM.S SMUT DZBIG CDC SLAB ..DIP FOR LEY CONC. STRAPS PAVILION: Building 6 1/8" = 1' —o" G , 70 =AELE LOBBY /ENTRY: Building 9 1/8' = 1' —D (2P4D FLOOR SRL) O LOBBY /ENTRY: Building 11 1/8' = 1' —o' (2ND FLOOR SIM) PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE - ISSUED FOR PERMIT TUKWILA, WASHINGTON BLDG. 6 ONLY nY svl arm FOR 471ACAE - NOES S 2110 Pa STAIN El'L mart CRAVE NW TO REDO R81Olff UST - 'LOS PAWNS II EE. RAMAN SIR AS '1 ¢BSi PINK W7@7J �BEYAN SAIAM f4 1 DM. MOPS 99 �a`� sBEEk - )2,-0 A EIYHTV llE - 5'EE SFNL PAV A-i ® � cow. . TYP_ SPRP 2'rTRP LOBBY/ENTRY: Buildings 1, 3, 6, 8, 12 SIM. 1/8 = 1' —O" (2ND FLOOR SIM.) , ONSL TAE TO REMAIN - VMri STRIP. EMT. WATER TRIUNTAIN CO.VCEN WRING NOE RECD. WAWA. MIT. PLUG MOULD 1LCEP. COVER, TIP. REMOVE FIST. AWL COVETING - FREPt PANT BLDG 24,10. MOVE 51RNALE, TYR STARNELL PT1 PAINT MT. HANDRAILS AND MOOD CM. PT.4 RBA. El Re LIGHT Z 1 4 . W/NEW &1 2470 NOTE: RFAIOVE ALL WALL MIRRORS IN LIEBIES ND HANGING BANNERS M STAIINELLS, lW. PAINT SCHEDULE: LOCATOR 1ST FUR /287 FIR MIMES STARTER '1ST FIR / 2ND ER lk;l I HOER CM PT2 cm IM -o' LGBEY p a I CAUNG WADS cm cm cm 1 Er EQ. ( EQ.] ENTRY DOORS AREA OF WORK 1/8 = 1' -0 (2ND FLOOR SIM.) SEE SHEET A -2 FOR NEW PAVILION PAVING LOCATIONS N N BLOCS. 24,10. 56D TRe LOBBY PLANS 1 / 8 " _ ;' G,. Awo_ed BX REPLACE DOOR - NEW DOOR FROM OWNER. REPLACE CARPET (SHADED) EXIST. TILE TO REMAIN. DOOR O 1ST FLOOR BIOG. 1 2 GENERAL SCOPE OF WORK F OR 1ST k D ND ROOK FOR ORB REMODEL IS SAME F BLOCS 7 THRU 12. SE T(CAL N NO 2 FOR DOOR O 1ST TES. ROOK YPICAL TES. BLDG. 3 (EXTENT OF NEW CARPET). 3. COORDINATE AL ELECT/MECH. PLUMBING k ARE PROTECTOR SYSTEMS AS RECD. W/ OW'ER. (1Y REI A04E SIGNAGE 5. RESTR001.1 FINISH SCHEDULE: NOTE REMOVE ENSTNG WAR COVERING AND PREPARE ALL 1I‘ ADD MISSING 10 NON -TILL WALLS FOR SEMI -GLOSS TO EXIST. RECESSED PAINT. LIGHT FIXNRE i- T WHERE RECD. GWB WALL TOILET PIN WAIL P 7 GAB CEUN0 —I 1� I SEE SHEET A -2 LLLIII FOR NtlV PANUON I EQ. EQ. k PAVING LOCATORS h O BLOCS. 1,3,12 ENTRY DOORS FON 1WICAL NOTES SEE VEY NOTE: BLDG. 72 HAS ELEVATOR - NT DOOR k FRAME REMOVE MIRRORS. REPLACE 2ND FL CARPET - SCOPE SIM. TO BLDG. I, 3. I CPT2 I EXTENT OF NEW CARPET ON 2ND FIR BLDG 2,4,10 AND 1ST FR BLDG 4 TRANSITION OE NEW CARPET TO EXST. FLOORING TO OCC DT RENTER LINE OF DOORS, SD02 ORION' Y EXACT XACT LOCATID OF CASTING DOCKS IN FIELD. . PREP. k STAIN FlR EXIST. DOOR AND FRAME PAINT EXTG. FRAME REPLACE RUBBER BASE, TW. PREP k STAIN DOOR. AND FRAME TO REMAIN BLDG. 4 WALL( OFF MAT LOCATION - ALN2N TO DOOR ,IAMBS. WALK OFF MAT TO BE INTEGRATED NMI CARPET, SEE SPEC. - COORDINATE W/ OWNER'S REP. PAINT ELEVATOR DOORS Re FRAME REPLACE STOREFRONT VANDOWS/DOORS. MATCH EXIST. DRK BRONZE COLOR -SEE Si T. A -4 EXIST. POND. FIN. WALL (REPLACE SGN.A-GE) REPLACE DISE EXPOSED ATE CONC. w/ I/2" WO NOTE: PROVIDE NEW CARPET Ca AT SECOND FLOOR LOBBY AS PER FIRST ROOK LAYOUT SHOWN HERE NOTE BLDG.10- NO CARPET RECD. FOR FIRST FLP_ STAIN DOOR AND FRAME ADJACENT TO ELEVATORS. NOTE PROVIDE 10" WIDE CARPET BORDER AROUND PERIMETER OF 1ST k 2ND FIR LOBBIES 'EM WHERE OCCU05 T STAIRWAY. LOBBY /ENTRY: Buildings 2, 4, 5, 7, 10 SIM. Job NI. 24646.00 DesgledNBBJ ANN JC NJH 0..d SM Dine 6/24/97 GENERAL PLAN NOTES: 1. CONTRACTOR FIELD VERIFY P1L DIMENSIONS AND CENTERLINE .D1TONS PRIOR TO START OF CONSTRUCTION. NOTIFY OWNER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO START OF WORK. 4. COORDINATE NEW 00085 A HARDWARE WARNER'S SECURITY SYSTEM REP. COUNTERTOPS: REPLACE EXIST. PLASTIC LAMINATE WITH: NEVAMAR, ARP SURFACE, ENGLISH LACE TEXTURED, S -2 -85T. 6. NEW CONC. INSTALLED YTH ALL TOOLED JOINTS k MED. BROOM FINISH -SEE DIL1T /A -u. 7. REMOVE DOST. CONC. AREAS AS SHOWN. PREVENT SPAWNG BY DOUBLE SAW CUTS OR REMOVING MOE SECTIONS O "ISIS WD. JOINTS - SEE SPECS S et Nnber RECEIV =_u � � PERMIT C_N, NBBJ 111 South Jackson Street Seattle. Washington 98104 (2061 223 -5555 Fax (2061 621 -2300 EXIST GWB GM TO MATCH MULLION GLAZING *JAMB AT STOREFRONT 3" = 1 -0" EXIST PLYWD SIDING TO REMAIN. 4 1/2" BLDG. PAPER E.I.F.S. ON 1" FOAM 1/2 SEALANT & BACKER ROD 1/4" SEALANT & BACKER ROD BOTH SIDES ; II ()STOREFRONT MULLION 3' = 1 GLAZING AS - SCHED. PREFIN. ALUM MULLION GLAZING AS SCHED. PRETIN. ALUM MULLION PREFIN. DOOR FRAME 15 )DOOR JAMB AT STOREFRONT 3' = r - 0 • t AIM MULLION w/€IOST G116 NF. EN_ 4 1/2 iJ 12 HEAD AT STOREFRONT =r—cr *SILL AT STOREFRONT .�• I—NT 5: E SSE DIJOc 10 MINK ET6ST PLIREI S GIDOE ON REMBDU. 1/4 SEALANT & RAs17 OW BDPH SINES P 0L ALM MILLEN —GUISE GUM) MUMS AS MEG. 4 1/2" G.MZMIG AS SCHEEL PREEN. ALUM VE LEfOAi' — 1A069EJE GIAZEs PREEN_ ULUW Pa5R WATER — TIGHIT ON ALL SIDES. SET N EN/NT 1/4" TF & BACKER ROD ECM SIDES w /FEEDS 9 24' NAG EMT FIN JNE PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE - ISSUED FOR PERMIT TUKWILA, WASHINGTON BLDG. 6 ONLY PREFIN. ALUM MUWON PREEN. DOOR FRAME MULLION BEYOND ®DOOR HEAD AT STOREFRONT 3 = 1•-0• DOOR SILL . Dob BY De.o A Reritlns TRANSOM GLAZING AS SCHED. MULLION BEYOND PREFIN. DOOR FRAME - ALUM THRESH w/ BEV EDGE ACCESSIBLE PER MFR —SET IN SEALANT EXIST FON JNT. STOREFRONT DETAILS 9' -6 1/4" (BLDGS. 2, 4, 10) EQ. EQ. Ark 10' -4 1 4 BLDGS. 1 3 9 12 6 -0" DOOR NOTE: FIELD VERIFY ALL DIMENSIONS & CONDITIONS.;- ALL CLEAR GLASS, TYP. —SEE SPECS. - TYP. STOREFRONT ELEV. SYMBOL OF ACCESS MNT. TO EXTERIOR OF GL w/ ADHESIVE 3/8" = i -0" swb AS NOTED ppored By lob 24646.00 Derdg.d NBBJ Rain SM NJH a 1.ed Dote 6/24/97 9.et Nrt6rr CITY RECEIVED N17° 4 MK, F PERMIT CENT ,� NBBJ 111 South Jackson Street Seattle, Washington 98104 (206) 223 -5555 Fax (206) 621 -2300 PRECAST CONC. -PT FIN. 012 EMBED PL PER STRUCT. -GALV. FIN. 1/8" PER FT. 1' -3" OPEN -- 012 CHAN. -SEE STRUCT. 2' - 3" SLOPE TO DRAIN TRANSLUCENT PANEL SKYLIGHT i -6" l • -6" SCUPPER ®TYP. ENTRY PAVILION: SIDE ELEV. 1•-0" SKYLIGH PNL & FLASHING SCUPPER: 12 GA. BENT MET GALV. & PAINT RN. PRECAST CONC. CAP 16 TYP. SCUPPER SECTION DTL. I 1/2' = 1' -0' V TRENCH DRAIN BEYOND -fTF. DTI. SEALANT PRERN ALUM FLASH SS SCREW ■ /NEDPRENE SEALANT TRANSLUCENT PANE 1/4' BENT P 3' NOPY DETAIL @ BRIDGE L. 1 0 TS 3 1/ 2" S0. -SEE STRUCT. BLDG. ADDRESS NUMBERS: (VARIES) 'GARAMOID BOLD ITALIC FONT 3/8" CUT STEEL. PE, (RIND SMOOTH YIELD CONNECT. -SEE STRUCT. - PREFlN. 'SILVER METAUIC GALV LITE SCUPPER, PT -5 -SEE DTL 16 - —_ T /MASONRY +8'_ 6" PRECAST CONC. CAP -SEE DTL 17 SURFACE 10ST. UPTOET FIXT. (DASHED) -SEE ELECT. REINF. CMU COLWINS w /8x8xT6 NOM. CORNER LINTS T /FIN FL +0' -0 TRENCH DRAIN - BEYOND (DASHED) REINF. COLIC. FOUNDATION -BEE STRUCT. DE: ALL EXPOSED STEEL CONNECT TO BE CONTIN. WEED & GRIND SWOON -PAINT FIN. ( PT -5 ) TS FRAME BUNG. ADDRESS N111EER PL L 'WELD TO C CHAN FOR NUMBER PL -SEE STRUCT. ELECT. BOX BEYOND THRU BOLT CONNECT. PER LICHT FIXT. MFR SURFACE MNT. DPIJCRIT FOR. -SEE ELECT. SPECS TO ICH. WAY ARCH TOP ROUND HEAD PER SIDE. PERFORATED MET: 50% 0/A w/5/16"0 HOES ON 7/16' STAGGERED CTRS. 70.3/4' BASE PL L 1xlx1/8" PREEN. BAST CONNECT. EMBED PL IN CONC. CAP ELECT. CONDUIT THRU COL 17 PRECAST COLUMN CAP AXOMETRIC 1 e • • L. LIGHT FIXT. SECTION 1 1/2' = 1 D' 1 1/2" = i• -O° 3 , -0 " T SST L@ER SET IN S LANs HIGH PONT I F GUTTER BEYOND SR 3 1/2' SI CANOPY DETAIL @ LIGHT FIXT. 1 1/2" = 1• -0" SURFACE MNT. LIGHT FIXT -SEE ELECT. SPECS. 8 1/8" 8 1/8 .na *$T 11• E:PSS. ON BLDG_ PAPER GUTTER DETAIL @ BRIDGE I O® SCUPPER DETAIL @ PAVILION � =p-0' 3" = 1'-O" TYP. ENTRY PAVLIOPk FRONT ELEV. CPO 6 A.DIL -SEE SST BECE. MOAT LM" 01ASHESDS3 -5 EI EC!f_ PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE - ISSUED FOR PERMIT TUKWILA, WASHINGTON BLDG. 6 ONLY E0. TRAWSI."SSLICT P r AL AR FLASHES I SOUGH MER. 104 MEAT PL GUTTER I GOTOANIAT &EMT IS =TAMS 0YJ10 l[ --- -5 'N"ECL FRCN MUM 3 TO 130ANSPOISF v aOltligati 0050 0 R DETAIL @ BRIDGE Imo`F.S. 551 M.0I PASTA 051ST MEM STD CET P; 3'M DOWNSPOUT BEYOM CONNECT TO EOSI DRAIN MTN (VLF-) TS FRAME BEYOND °^ OPY DETAIL @ BLDG WALL I ()CANOPY TOP DETAIL 3 ' =1'-0" 910000 OG INECT. FROM OUSTER TO DONHSPOUT 12 GA. GALV. SR T.IITTER ATTACH TS FRAME Kraa TO SET CIIAN 1 NG 1/ PL g \ \ry CANOPY 51 PENT aFF TPKIRT 2 ]/2" . OPEN YI SST UNE2 S G , NR _ EI TO DRAWL ' 3N a I� BRACKE BEYOND' MET GUTTER & SCUPPER -SEE BLDG. PLANS FOR LOCATIONS. TRANSLUCENT PANEL SKYLIGHT w/8 "x20" GRID, TYP. TS 3 1/2" SO. FRAME BELOW (SHOWN DASHED) 012 CHAN. (4 SIDES) -SEE STRUCT. SURFACE MNT. UPLIGHT FIXT. BELOW (2 TYP.) PRECAST CONC. CAP (4 TYP.) -SEE DTL 17 BLDG. ADDRESS NUMBERS BELOW E.I.F.S. ON BLDG PAP ON EXIST. PLYWD NG FLASH & CO FLASH -$6E DTL 12 SS S ' W w /NEDPRENE ANT TRANSLUCENT PANEL TRANSLUCENT PANEL PRETIN. ALUM FLASHING 5 /2 1/2" C12 6 1/2" j 3 1/2" u pm A Re,uu A T. EXTERIOR DETAILS 1' -3" , 1' - 3" -3" 1' -11 1/2" BENT PL w /BLOCKING -SEE DTL 16 /SP 3/4' ROD & SEALANT E.I.F.S. ON GA. PAPER ON EXIST. PL SIDING CONTIN. 1/4' BE T PL CANOPY SUPPOR TS 3 1/2' SQ. BEYOND 0 . / E 3' = 1 -0' E0. E :cde AS NOTED APP 5 AN SASH 24646.00 DNedN88J amenSM, NJH Daded Due 6/24/97 6-11" 1 -3" SIM. 8' -11" 1' -3" 7' -6" 1'- 1 1/2" 1 TYP. ENTRY PAVILION ROOF PLAN 1 /2' = 1' - 0' CANOPY ED E DETAIL = O' TRANSLUCENT PANEL ALUM. FLASHING SEALANT T jSTEEL 1/8' CONTIN. BENT PL WELDED TO TS FRAME O NA 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, TYP. 3 1/2' SQ. @ PAVILION TS FRAME BEYOND TYP. CANOPY PANEL JNT DETAIL 3' = R0 PLU cmoFr_. A NBBJ 5-0' CM TO BLDG_ & EQUIP. 4 EXTRA STRONG GALV STEEL PIPE w/CONC. ALL Pt AN. (YELLOW) T/PAVING OR LANDSCAPING p OTYP. BOLLARD DETAIL 3/4- = I A CC; c le. 2 0 9 31IN S G I . OTYP. TRENCH DRAIN SEC. 3/4- = 111 South Jackson Street Seattle. Washington 98104 (206) 223-5555 Fax (206) 621-2300 2x8 TREATED WC PAVILION COL BEYOND RIVER RUN STONES 1 0 MAX. T/PAVING OR LANDSCAPING CRUSHED STONE CO PERFORATED PVC PIPE -CONNECT. TO EAST SITE DRAINAGE SYS. (VIE.) PAVING r - -ref @ PROVIDE 2 SUP DOWELS JOINTS, TYP. t , 1x8 TREATED WD B JNTS. 4" 6 MIN. FREE DRAIN GRAVEL N NOIE r -PEE RN, BANS @SIDEWALK SECTION SEE PLANS. = 3'-0" CURB CUT PLAN DETAIL 3/4- = 1 RAD. MAX. TOOLED CONTROL MT. -SEE PLANS BROOM FIN. CONC. PER PLAN 13 BARS 9 24- O.C. EA WAY -SET IN 2 FROM EDGE, Tr'. EAST SIDEWALK AS OCCURS FLUSH TRANSITIONS TO ADJ. PAVING mom xcrmt TYP. BENCH ELEVATION/SECTION 3/4* = = TYP. BENCH PLAN S4174-TPTRIPT. INTAWI EN WAY SMOOTH ARM_ FW. CONC. ALL ROWS !MADE i 1 DETERM:* COX. ORIS k PAD IrI low.1511. -SEE D114 11 1 ' CURB SECTION REMOVE EXIST AC PAVING AS REQ. = r-tr I PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE - ISSUED FOR PERMIT TUKWILA, WASHINGTON BLDG. 6 ONLY = 1° 1 Z TRASH ENCLOSURE SECTION -MATCH DALE (VIE) nasT AC PAVING TO REMAIN -PATCH AS REQ. 22 GA GALV MTL FLASHING FASTEN w/ 1 1/2' GALV NAILS 43 12 O.C. 204 TREATED WD FRAME w/2x4 STUDS B IC O.C. 51 -Pf T EA IFS "0 STD X V STL PIPE IN C. -BOLT WD E, GYP. EONT1W.22 GA GAIN FLASHING EA SIDE 4/e/ PAD -SEE DR. 11 EXIST ASPHALT -PATCH AS REQ. 15 2500 PSI CONC. FOOTING. PLANTING AREA -SEE PLAN EXTRUDED CURB -SEE DTL 7 FULL rioter D. By Deeophrn A Are Sheet Thie EXTERIOR DETAILS SITE DETAILS sale AS N:TED Approved By IA 14dri. 24646.00 DetnedNBBJ Do. SM, 571 C.hecked D. 6/24/97 .64 limier cr,vm,. A-6 PERMIT CE,1, NBBJ 111 South Jackson Street Seattle. Washington 98104 (2061 223 -5555 fax (206) 621 -2300 12 TYP. HEAD AT METAL BOX EXIST MTL BOX 1 -1/2" SO. WD TRIM SET IN SEALANT -PT ALL SIDES TO MATCH ADJ. EIFS COLOR — 1/2" SNT & BACKER ALLOW 1" OPEN SPACE AT EA. END FOR DRAINAGE EXIST. WINDOW MULLION BACKER ROD & SEALANT WRAP EIFS ON 1 -1/2" FOAM II 22 GA. MET - l FLASHING rT (SHOWN S RIGHT) FLASHING DTL CONTN. 1 -i /2" S0. WD TRIM -PT ALL SIDES TO MATCH ADJ. DIPS COLOR EXIST MTL BOX 10" BLDG. PAPER OVERLAP N i 1 EXIST. &DING 22 GA. MET FLASHING BLDG. PAPER EIFS ON 1 1/2" FOAM, TYP. 1/2" 5NT & BACKER 14 TYP. JAMB AT METAL BOX (SILL SIM.) = 1 -0' EXIST. SIDING *METAL DOOR JAMB (HEAD SIM.) v 3' =1'0' LINE OF EXIST WINDOW SILL BELOW EIFS @ WINDOW JAMB 3' = T EXIST. NM DOOR FRAME COLOR PRIME & a ALANT EIFS ON 1 1/2 FOAM w/45' TAPER TO JNT S PRAISE & ALLOW FOR DOOR SWING, TAP. EXIST. &DING 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 DT- 1 SADDLE FLASHING -SOAPS BEYOND SADDLE FLASH SECTION 3' = 1'-0' EIFS ON 1 1/2" FOAM BLDG. PAPER 1/2" SEALANT JNT ALL AROUND PIPE w/ BA'cKE2 ROD, TAP. TYP. EAST PIPE PENETRATION EXIST. SIDING DIPS ON 1 1/2" FOAM, TYP. DIES ON 1 FOAM 30 LB. BLDG. PAPER EXIST. SIDING TO REMAIN CORNER RETURN - PLAN VIEW 3" = 1 " -0" EIFS ON 1" FOAM BLDG. PAPER EXIST. SIDING COLOR PRIME BACKER ROD & SEALANT EXIST. WINDOW FRAME PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: COND. AT TYP. PIPE PENETRATION 3' = 1' -0" 3r = 1 A' =rte ® „ IN W SILL @ 2nd :.s 3 'J 3' = rte 3r = 1'-0' SOUTHCENTER CORPORATE SQUARE - ISSUED FOR PERMIT TUKWILA, WASHINGTON BLDG. 6 ONLY SADDLE FLASH AXOMETRIC MOTE CEIVER REGELIC 091 M1EL WWI MOMS, OR AUGI@ EDGE OF eCKEk NTH EWTSOE OP BIBS S LE S ST 01ST CE 111N@IMV SAX -SEE EILEVAIJONS- TYPICAL VERTICAL REVEAL EOSFiTiG ?1L.. P4G- COT TO 110/907/IN S" TA3 AS SPOOL - 3RLiS;I CL EM. PREP & PG TO MATCEI HOG EFS ODLS 22 ON STiL. FLA -ING SET NI SEX.411/7 - 5 ST_ EE"r`% EIFS SYSTEM ON 1 -1/2" FORS BUSING PAP,12 Ma TOSS EX. _ WOE TO KEMSIS DIMING TLASHRIG TO REMASV OS Sian - IMRE X13 CLEAN, & PT TO ,MATCH A6d DES COLOR. ".` 22 00 MTL. TLHSBNG TT IN SMART - SEE UTL 32 0W EIFS SYSTEM ON 1 -1/2" FOAM 301111NG PAPEi WINDOW SILL @ 1ST FLOOR IFLASHING DTI. 1 NOTE: COORDINATE PARAPET FLASHING w/ REROOFING WORK BY OTHERS. REMOVE EAST. CAP FLASHING SYSTEM. (SHOWN DASHED) COPT. 20 GA. GALV. CLEAT OVER EXIST ROOFING. EAST WALL & ROOF TO REMAIN. TYP. PARAPET SECTION 3' = 1 -0" EXIST WALL CONST. TO REMAIN. UNE OF SOFA BEYOND 3' = 1" - EAST WALL CONST. TO REMAIN. _11_1/2° TYP. HORIZONTAL REVEAL SEC. EXIST PLYWD SOFFIT (NOT LEVEL) -PT TO MATCH ADJ. EIFS. FIN. COLOR ®TYP. SOFFIT SECTION 3 = 1 EAST WALL CONST. TO REMAIN. EJAST. FLASLING TO REMAIN TYP. SILL SECTION 3" = 1 -D' II in A Reams Sheet leA E.I.F.S. DETAILS TREATED SOLID BLOCKING 24 GA GALV. MTL SNAP -ON CAP FLASHING w /SLIP JNTS. ®12 -0" O.C. -PT TO MATCH ADJ. EIFS. CONTIN. 20 GA. GAIN. 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 0 -iii SIDING (5/8" THK) PLYWD FILLER AS REQ. REMOVE EXISTING CLEAT (SHOWN DASHED) =� S0 LOPE 6:12 TO DRAIN EIFS SYSTEM ON 1 -1/2" FOAM 30 LB. BUILDING PAPER EXISTING PLANS 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 R 24" O.C. SET IN SEALANT l r— REMOVE EXIST EARTH AS REQ. (MF) WIRE BRUSS CLEAN EXPOSED CONC. NEW GRADE LINE ORIN :i sd. 1 —i /2" = 1' -0 Ae7 a ed B Jab Neber 24646.00 O e.dNBBJ Ne..nJC, NJH SHLad Date 6/24/97 GENERAL E.I.P.S. NOTES • 1. FINISH SURFACE OF EXTERIOR INSUL & FINISH SYSTEM (EIFS) SHALL HAVE LESS THAN 1/8 IN. UNDULATION PER 10 FT. FLAT BAR. 2. CONTRACTOR TO PREP EXIST T1 -11 SIDING AS REQ. FOR E.I.F.S. SUBSTRATE SPECS. REMOVE ANY DEFECTS & ADD SCREW ANCHORS TO PROVIDE FLAT SURFACE w / /8' MAX. UNDULATION PER 10 FT. FLAT BAR. REPLACE DETERIORATED SIDING PANEL SECTORS AS REQ. 3. CONTRACTOR TO HELD 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. Seel Neba citr of 1uK Tun A-7 PERMIT CENTER s NBBJ ()EAST ELEVATION 1/8" = 1' -0 °EAST ELEVATION 1/8 = t' -0" ®WEST ELEVATION t/a -1 0 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fax (206) 621 -2300 (3) ( ELEVATIOAI- � = NORTH ELEVATION = 1' -0° PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON ADD EFS TO ESL BADE SIRUCL (SHOWN DASFED) TYP_ 2" WEAL dONET MOO 10 6T IXIELEAS OR eI MEE LT= 5'0"a^JJ ° mom' .E O. UN.) EZIFE OF AT OCR. CW MIMEO MIR PRIER) 1/8" = 1'-O' ISSUED FOR PERMIT BLDG. 6 ONLY (1 ®TYP" ELEVATION AT FVEALS M I T ='(T (3) 3/8" EOANOON JOINT ALIGNED TO CENTERLINE OF EXIST MULLIONS OR TO ED. OF SOFFIT (SHOWN DASHED) ALIGN CENTER OF REVEAL TO CENTERLINE OF EAST I MULLIONS (TYR) ® °` BUILDING X 3,12 O 30 BUILDING2,4 Nester Ode By De *. d Reeive Shat Tde EXTERIOR ELEVATIONS Skin application color _ key sate 1 /8" = 1' - 0" Approved By Job 100et 24646.00 De1giedN8BJ na„e JO, NJO Cheated Ode 6/24/97 Shat NierSc 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.LF.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. °. PAINT SOFFIT CO 2ND FLOOR WINDOWS TO MATCH EIFS -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. (V.I.F.) - COORDINATE WITH OWNER REP. COLOR KEY: O LIGHT: EIFS -1 O MEDIUM: EIFS -2 O DARK: EIFS -3 =cErveu cm R o� Tv -��A- PERM, `1� 03 , J� 30 03 I r \ C � O R it I I � � © � © (3) (3) 3 n s NBBJ ()EAST ELEVATION 1/8" = 1' -0 °EAST ELEVATION 1/8 = t' -0" ®WEST ELEVATION t/a -1 0 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fax (206) 621 -2300 (3) ( ELEVATIOAI- � = NORTH ELEVATION = 1' -0° PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON ADD EFS TO ESL BADE SIRUCL (SHOWN DASFED) TYP_ 2" WEAL dONET MOO 10 6T IXIELEAS OR eI MEE LT= 5'0"a^JJ ° mom' .E O. UN.) EZIFE OF AT OCR. CW MIMEO MIR PRIER) 1/8" = 1'-O' ISSUED FOR PERMIT BLDG. 6 ONLY (1 ®TYP" ELEVATION AT FVEALS M I T ='(T (3) 3/8" EOANOON JOINT ALIGNED TO CENTERLINE OF EXIST MULLIONS OR TO ED. OF SOFFIT (SHOWN DASHED) ALIGN CENTER OF REVEAL TO CENTERLINE OF EAST I MULLIONS (TYR) ® °` BUILDING X 3,12 O 30 BUILDING2,4 Nester Ode By De *. d Reeive Shat Tde EXTERIOR ELEVATIONS Skin application color _ key sate 1 /8" = 1' - 0" Approved By Job 100et 24646.00 De1giedN8BJ na„e JO, NJO Cheated Ode 6/24/97 Shat NierSc 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.LF.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. °. PAINT SOFFIT CO 2ND FLOOR WINDOWS TO MATCH EIFS -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. (V.I.F.) - COORDINATE WITH OWNER REP. COLOR KEY: O LIGHT: EIFS -1 O MEDIUM: EIFS -2 O DARK: EIFS -3 =cErveu cm R o� Tv -��A- PERM, — BRIDGE BM. _IL_ _I sm.. 7 k 9 ow( 0 NBBJ 111 South Jackson Street Seattle, Washington 98104 (206) 223-5555 Fax (206) 621-2300 2 BLDG. 5/east,?1st ELEVATION ®BLDG. 6/east 8/west, 9/west ELEVATION vs- ®BLDG. 6/west, 8/east, 9/east ELEVATION 1/8° = 1 ()BLDG. 5/west, 7/east ELEVATION 1/8° = f-o° (3) M ( • 3 0 C/JTME KM ACODOI AT ELK 9 COLT L MGT, & 9 ONLY PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON mm 2 COBLDG. 6/south, 8/north, 9/north ELEVATION 1/6- - cf — DOER IMAMS RI MR= I ® BID 6/north, 8/south, 9/so& ELEVATION s ' -7- '1/8" = HONE WREST EILDES_ 7 .g OILY ISSUED FOR PERMIT BLDG. 6 ONLY °BLDG. 5/south, 7/north ELEVATION 1/8- 1'-0° Dexr6hon of Roo. Sheet Tale EXTERIOR ELEVATIONS Skin application, color key 3 BUILDINGS 6,8,9 BUILDS Sc. 1 /8" "k 0" Approved By Joh 14.ber 24646.00 B.P.INPBJ Drown JC Checked Da. 6/24/97 Ninber NOM SEE SHEET A-8 FOR GEN. NOTES Or E.I.F.S. COLOR KEY c90SE A9 PERMIT 0-0° 0 1 --- si 11§ WE 0 1 1 — I I 1 11 I i KV 3, (3) — BRIDGE BM. _IL_ _I sm.. 7 k 9 ow( 0 NBBJ 111 South Jackson Street Seattle, Washington 98104 (206) 223-5555 Fax (206) 621-2300 2 BLDG. 5/east,?1st ELEVATION ®BLDG. 6/east 8/west, 9/west ELEVATION vs- ®BLDG. 6/west, 8/east, 9/east ELEVATION 1/8° = 1 ()BLDG. 5/west, 7/east ELEVATION 1/8° = f-o° (3) M ( • 3 0 C/JTME KM ACODOI AT ELK 9 COLT L MGT, & 9 ONLY PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON mm 2 COBLDG. 6/south, 8/north, 9/north ELEVATION 1/6- - cf — DOER IMAMS RI MR= I ® BID 6/north, 8/south, 9/so& ELEVATION s ' -7- '1/8" = HONE WREST EILDES_ 7 .g OILY ISSUED FOR PERMIT BLDG. 6 ONLY °BLDG. 5/south, 7/north ELEVATION 1/8- 1'-0° Dexr6hon of Roo. Sheet Tale EXTERIOR ELEVATIONS Skin application, color key 3 BUILDINGS 6,8,9 BUILDS Sc. 1 /8" "k 0" Approved By Joh 14.ber 24646.00 B.P.INPBJ Drown JC Checked Da. 6/24/97 Ninber NOM SEE SHEET A-8 FOR GEN. NOTES Or E.I.F.S. COLOR KEY c90SE A9 PERMIT NBBJ 111 South Jackson Street Seattle, Washington 98104 (206) 223 -5555 Fax (2061 621 -2300 General Structural Notes (THE FOLLOWING APPLY u1`,_55 wort\ Ci =eeW' E O\ E D mNiGs CRITERIA: ALL MATERI.AS, ?MRMANSHFP 55:5\ AND C NSTR C .CN .` 7 ORY -C - -E ;R1Ai NSS SPEGIFIGATIONS, AND THE UNIFORM a,: ;:N6 G„= "•.:- EDI 2. DESISN LOADIN'S Cl(!: TA ROOF LIVE LOAD ES PSF FLOCA LIVE LOAD (( 1,f1 ) . . . . _ . _ _ 5C 6-1 STAIR AND CORRIDOR L.5E LOAD . . . . . . . , , 100 PS NINO b�0 �MPH, ENF RSTM '5' =ARTHOJAKE EOM 3 SE FLANS FOR ADDITIONAL A71N6 5. STRUCTURAL DRAM 565 SHALL 55 USED IN ;N"!.i NCT__t A Acs, :TEL7MAL DRAN:1465 FOR 5,DVISS AND COSTR CTIL°J. Gc* - s &TOR AMA,: 'VERIFY IT:MEN::3N5 AN-, CO:,':'.OS FOR UTPA' €E1L1 iY AND SHALL NOTIFY ARCHITECT C7 ANY iec,REFA,L7,2e .RIR TC CC\SZC'):N 4. CONTRACTOR SHALL (455"' ALL EXIETIN6 D mEs Z -'_" AND CM: 045 PRIOR TO COMHENCIN6 ;NY YORK. ALL DISENSIONS O. EXIS - I!6 CONSTRUC7ION s- ss ON -5 R,ni`65 ;RE :4T5N'S' A5 5jWEL INE S ONLY AND ML5 SE vR:FIE2. 5. COINTRA&TR SHALL PRDVID5 TEMPORARY BRACING FOR DE. SRLJTJ`c AND 57RLTLR+L COFONENDS UNTIL ALL FINAL CONNECTIONS 447 BEEN CO 4727E7 :\ A:CO2?.A4r,= ii)Tr` THE PLANS. 6. CONTRAGTM SHALL SE E5P0146.I5_E FOR ALL 5A 555055X55 AND 75 "€TOPS. TEOH1 :0,55, ss_WszS R iTti "G -3')RED 7 0 X02". 7HE OONTRACTR -IN. t.A 11M 5-"`L 55 Sr?s �.,_: \ 5537756 TO ,E ARCN)TCT A\7 ST5JCTiR5L ENGINES FOR APPROVAL : IM TO =ACCICA7I5. R PW TszTION CM55ES 5MOW ON 5-555 MINSS ONLY SILL 1.67 SATISFY 515 b. 0255/555 INDICATE 55 AND TY.IOAL 5 C= ws RIZTION. NEE COVITIO55 AM NOT SPECIFICALLY INDICATE 5.T AE OF SIMILAR C-€ARAC Z TO s-s :S MORN. 5151LA5 DEALS OF CONSTRUCTION MALL 5- LEE, 5.5,E" TO E'J15 AND '47 ASLHIT5T AND THE STZJCT .URA'. 3615. 4. ALL STRU5 ORAL SEEM H4.Cr. -C z CLYFOz'Ti r"" C?MPONE1'5 5 5 11=D 5€5TPD" SMALL 5 SUPECIS D 51 TH5 51. ::.155 7R1N5 MANL=5' OLIVER! -kV iN5. 5TRA5E AND EMOTION IN ACCORDAN5 WITH INSZTIO5 PMAAW BY THE 5DWL:ER. 10. SHOP 05551555 FOR 5I5FJL' :55 5: "FR BOTH 00.0515 AND SANS CONSTRUCTION , AND STRUCTURAL 5TEPL SHALL 5 5JBMITT© TO T_ MEHI75T AND 5TRAG'IRA'. 55515555 FOR 5E✓IEw PRIOR TO FABRICATION CF THESE ITEMS. 11. SHOP DRAw156 55/155: 1 55555:555 AND QUANTITIES AE NOT REV: BY THE ENEINEER OF RECORD THEfr NUST BE VERIFIED BY THE Wx7R55TR. W N.4CTM MALL REVIEH AND STAMP 05551565 PRIOR TO REVI555 BY 361552 OF 551.)0P,,. 595TAL5 5551 :5C1.UD. A R RO:V.: 3LEE AND ONE COPY; RSROOJCI53 SILL BE 55555 555 LMTRE. 510' DRAKINS SUSM1ToAI S P55I55 51 THE EN5i5 A>'E NOT CHANGE ORE55. THE PURPOSE OF SHOP 0555156 5J5MITCt5 51 THE 00515015 IS TO D8555TN51E TO 1,4e 5 51NEER THAT THE CO5TRPLTOR IJNDS'TANDS THE DSI5N :171 BY 1N4D'GATIN6 555- MAT -:A'L 15 !NINE; TO 55 FURNISHED AND INST.ALED AND BY DETAILING 55 !NTlTf.7 FABRICATION AND :N5Ik..AT1W 551 5S. IF DE✓IATIO5, DISG(BANCIS, R CONFLICTS 5=5555 5HOP PRAWNS SJEMIT7AL5 AND THE C.ONTRA:7 DOCUMENTS ARE DISCO/ ERE EITHER PRIOR TO R Ar 1a 54JP RAW)N6 559+ :7T .s PaMM) 5Y THE ENSINE52, THE 055165 5555165 AND SPECIFICATIONS SHALL 5O655l_ AND SHALL BE FO610MU^*. 55555 WAHINE 5 75i55 WELD 57555 T5 E!0_011 3z5AT0t5 MALT. INCLUDE THE DS16N1N5 PROFESIOLL' 5551555'5 STAMP, STATE O'r 5541153T7 AND 5N,FL'- BE APPROVED 57 TrE CON80555T 15E6MR PRIM TO CJR50R1 555!55 5✓, T- 515[N AS. ELM 17 !0425 !MPS ON 155 BASIC STRUCTIJ5. THE CONFON vT TrE COMPONENT. 05 €5 NE T- 75 NPR CAM CONFORCANCE AND ALL NP_C5SARY 055 07 1 0 55 NOT SPECIFICALLY CALLED OUT ON A 0 255.1155 ORAL R FRACTRAL D.RM1N55. SLOP 5551555 MAI INDICATE. MAGNITUDE AND DIRECTION CF ALL LOADS :555055 ON 55515 51555751€. DESIEN CALCULATIONS MALL 5 MAT. AVAILABLE UPON E2JT3i. 12. INSPECTION: CCSC 0 CON5IR55TIO\, PM.ASi CONLMTE 5€011015, MASONNR`1 CO45 57555T)55. 5153, 555515ATON AND E5�T101, 115 -55155 FIELD 5E51 5 AND 55554- 575N5TH F1P5 0 BOLT155) , EXPANSION 50575 AND T- .AID EXP.AN5:55 )NAT EPDX' FOLJE INSTALLATIONS, P 751775 SES55NNL N5IL1N5, AND 915555455 NA. 'N5 5LL 5 SJPERVISE. IN 555555'ANL_ HIM 557104 1 701 5 T5 UNIFORM 5ILDi'S COT AND T5 FRO3O7 5: 5 : 1CA 55.5 51' A OJALIFIE TE 565155Y 551555155 BY THE ARCHI75T. T-E ARCHITECT 555 STRICITRAL ESIMEER SA_ SE :R5i5 -.5 SI r C715 OF ALL i55ETION REPORTS AND TEST MSULT5. FOUNDATIONS: 13. FOUNDATION ': 'ARAB = SOIL PPS -ECE AND LAMA_ EARTH PRE551R AM METE AND TMEOFE 551ST 5 \aI1555 5 A OJALIF!D SOILS 5155INEER. IF SOILS AE FOUND TO BE OTHER THAN ASSUNW, NOTIFY THE 5TRJ515SAL a6.1s, FM 105133 FOUNDATION +t. 515N. FOOT1N45 SHALL EAR O4 FIRM., UNDISTIME EARTH AT LEAST IF 50.5 55J555T FINIS5 MATZ. '515555 071-8764155 NOE, 10011565 5451j 5 0515 5_.55 50111406 55 HAUS 55515E. BACKFIL BEHIND ALL 551515155 A LL S AID! FREE RAININ5. 55ANJLAR FILL AND 55551E FOR 5J55)55555- DRAINA5E. A! 1.5555 E SOIL PEA€ 2,000 P5F LATER- EARTH 552 1)55 35 PGF 14. DEMOLITION: CONTRACTOR SHALL VERIFY ALL FX15T N6 50551T105 BETORE 551555G)N6 ANY DEMOLITION. SHORING 5HALL BE I55 O SUFFORT 5X)51155 CONSTRUCTION AS 5O.JIRPS Mg IN A MANNER SUITABLE TO THE PORK SF 1 NG JENCS. EXISTING T S6 r`C, CTdINS Sri,._L. 5 SAVp wH5€ AND A5 NOTE R r$ 555555. SAw CUTTING, IF AND MERE USED, SHALL SOT CUT 5X157)56 REINFORCING THAT 15 TO BE WEN. DEMOLITION DE5Rl5 51-ALL NOT 5E A..L0YE0 TO DAMA5E R 0J55OA0 DE EX15T1N6 5TRU55555. LIMIT 5555TRUCTICLN LOADING (1555551N6 DEMOLITION 9 CN EXI5TIN5 FL00R 515155 TO 40 FEE. A. ALL 535 0PE41NS5 THIROJSH 5X151156 555)5 55135 AND BEAMS SHALL BE ACCOMPLISHED BY 5Aw GUTTING 01- EVER P055)5LE. 3. CONTRACTOR 54 ✓ER)FY .'L EXISTING OCTOITIOS AND LOCATION OF 1.55E6 PRiOR TO CUTTING ANY OP5N15555. G. SMALL ROUND CFE3NINE FIA_L AGCOMP! :51 BY COT€ MILLING, 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 75 555 0TE SHALL EEC 517511, PRLPMTi0E, C55ilYD AND ,PLACE IN ACCORDANCE H)TH 5ETIO.4 755 AND ACI 301. 55155515 SHALL ATTAIN A 20-DAY 515555T4 OF f'0 = 2,500 551 AV MIX 55555 55575IN NOT LE55 THAN 50 SACKS OF 55557 555 CU315 YARD AND 45-ga 5 PROPORTIONED TO PRO7JG_ A 0.1.0,F GF 5 R LEES. THE 01015)0 515 5575 R 5055'1 AND 595)55M AMOUNTS OF HATER MAY 5 CHASM 1 IF A C/ /.A55E FEFORMANOE MIX IS 5514ITTD TO 55 STRJCTLRA). DOINER 5051 THE 55)500d5 DS'SWI555T FM APPROVAL TAO PEP'S PRIM TO FLAG)* ANY CANEFETE. TM cavEre F5T '.L".c"ANGE MIX 05555 DEUCE TEE :61'A,"+TS OF 51550, FINE .AND COAL ACEMEATE, A4TM AND ADMIXTURE AS FELL AS TrE NOM CF55T RA'A iO, 5116F CO. CON1.4€M YIELD AND 51.55TANT 1ATI55 STIENGTH DATA IN A!ClR3A55 6115 AL➢ 316 -65, 0055i_ 5. 5`5155 OF MIX FUBRITTA55 BY T5 ENSINEER OF RECCE 05010515 CNI_Y THAT INFORMATION FEENTED CONFORM G3k.RALLY AIM 50505;51 7YJJ55515. 55..+05755 R 955555155 55)NTAIN5 5 L RE.f775F3:LIT' FOR SPECIFIED PERPORMA555, ALL 00.45€15 N1TH 5)55555 EMOED TO 5A\D:NE HATE SL 5 AIR?NTRAIN55 5574 AN AF5- 550057 COIFR4)50 TO 1544 U.B.C. 7555 19 -A -I. CONOMTE MAY BE PAGE BY TM "MOTCAME 55T . FROM/3D TFE AMMO /AS, 10515 , AV !EMETFP6 550_)1.570 BY 750 5)15DIN6 OEA5 ATE 570)5 . 5515 MArcx €AS, 05)5555T. P.RXED, PROPORTIONS, 5, BATOIINS 5557 5)5155 AND FLAG MALL 5 EN 5COR3A5C= HE7 AC! 507-10 AND 5454 1195 SECTION 1422. THE '5HOTC €TE METHOD MILL NOT BE USED 0175551 MAKING 0555155 556)05)515575 T155 OI AND 5\515554 UNLE50 STR)5TURAL 5555)555 ARE SPECIFICALLY DETAILED T.0 550559 55ATE MOTOETINS. ib. 55155555510 STL MALL 55 55TA LD ( INC" IM HOOKS AND' 551550; TN AZON DA\._ MTH ACE 31 AND 318 -ON. LAP All 5INFOR'✓_5T5 IN ACCORDANCE H[TH 'THE 5_1YFfx'i5b F €55 5555 55° snexT a �'. 5'✓EDU_." PROVIDE CORNER 5555 AT ALL WALL 5555 F557110 !NE.cMCTI75. '_55 500755 NAM SF 75. HIM FAM15 A MINIML558' AT 53 AND ENDS. NO PURE PARTIALLY _PEE"f IN HARDENED COVET SHALL BE FIFA 5357 UN 's E`E'1F iC5LLY SC TTAILD M APP5555 BY 755 SR.,67741- 5iA5 E. 7. 5ose..- 5 PROTECTION (COJSRI FOR REIN.ORG €`6 STEEL SHALL BE AS FOCI h5, 5557 :505 AND 07555 :J\ G4`�'..i 55505505 CAST MAINE AND PERmA555T_F E7C - l 7 TO EAT-` FR€D 555555 555)05 TO EARTH 11.e. AA, t , 951.555 6ROJN4) R 5AT M d 55 5555 R LAN69 ) .... 2 (5 BABE R 55':555)... 50.1.645 TIE R SP1RLS ADD 5AM STIRRP5 SLAMS AND HALLS (16155155 FACE) &M ATE "S. (BAR D €AbI P-US y ') ar .. . IS, 55T- (5-55 5515.5€75: SE ARCHITECTURAL 55IN'10 FR EXALT LOCATIONS XV 0155`550556 CF DOOR A 619556 95940565 ' ILE_ 505375 AN1.5. ME 555CHk41GAL ERMINE FM. 5055 5555 LOCATION SF 1115ELASEWS P 4ANICAB. 7751165 155155 05555515 HkS. SE ARLHI7575595 RAH0105 FOR ALL 6807155, ATCHES, 5HA 55ER5, 55.515 € 055)50, CO.R, 1551555, AND 0 FINISH DETAILS AT EAROM35 CONY 01555550, BOTH CAST -i5I -PUCE AND PRECAST. MASONRY: 4' HALLS 6' HALLS 8" PULLS 0" AAi0 12' HYL5 T9. Cry MASONRY UNIT MALLS MALL 3 CON5TR1GTE CF GRADE N. 155 1 550, CCNFORMEN6 TO .Y'M 500, LAID IN A MINE BOND. MORTAR MALL BE TYPE '0 FT=4 TAME 21 -A CF TrE UPX.. EOTi SHALL CONFORM TO MC REOJI55415 AND ATTAIN A 0)51555 C5PTESIVE S CF 2,000 555I AT 25 DAYS, OSIEN F'm = 1597 MI. 5755505 5ALL 5 Vc5IFID OF PRISM TE57)55 IN 55555ANCE 9175 ESSC S <1ON 213.0. R 5.ASOR5 UNITS MALL 5 01755135 IN ACCORDANCE AIM SOC TAME 21 -0. P5L STEET n' AUIRE3. 50555 NOTE Xis 51SE, 5WI5 THE FOLLOI1Ni5 56NF Ii: 55 4 6 40'x. VEIL 55 4 6 45'x. VERT. 5645'x.5551. 59 5 6 32'x. 5iR'T. t' die. HIRE .OINT, 55I055155 AT 6 55,c1Z_ (255 F4 6 40`x. HM1Z. (2) 5 5 6 40'x. FORIZ. (2) 5 5 6 46'x. FORE?. (2) 5 6 40'x. HM151. N ADDITION. PROVIDE (I) 5 ( 9 6' AND 4' 45555) VERT. AT EACH 510E O. M35FN65 A7 HULL CPS AND 15,7055T)O5 AND AT FE 000 OF 5-55555 AND (2) 5 ((2514 9 6' /04=5 NO 55 4 6 -' KILLS) HOSZLT. AT ELEVATED 5.055 AND ROOF 555705, AT TOP5 OF MALLS AND A90JE A\7 mJJH ALL OFENINES_ AL HORIZONTAL T€1N555551EAT MALL BE PLACED IN BOND SEAMS. EXTE/I 5[.NFRCEENT MOM 2' 0' 557550 FACE OF OPENING. IF 2' -0' 15 UNAVAILABLE EXTENT A5 FAR AS P05515LE AND HOOK_ PRO/I5 CORER BARS TO LAP 05120NTAL REINF5LIN5 AT CORSEFS AND INiER507T176. Fitt A_ CL5 00515)5)56 EIN OR ENE IE0 11551 AND ALL CC_L: 5515 ROE HIM MOOT. 555^1515 55551w 40_05 AT 50777 OF ALL (ale CONTAIN €N6 REIN -7 51 ?T. ANCHORAGE: 20. 50X7 ITEMS (3-MADE RO75 R 5I5FRLIN5 BAR) MEL155 ON TO 55561NE5 35151! 5 REVUE, IYINS EA H"Z `GIN AS MARFFALTUR D BY HILT) COW. INSTALL IN STREW ACO ANE iG e`M 1.5.5.0. EmOT NO. 4516. 5PECIAL INSPECTION CF INSTALLATION IS RIM FD_ RTE MALL 5 MrTH A371 UN-E5 OTk384ISS NOTED. 21. DRIVE PINS AND 01HE2 POYLf5- AGNATE F551BEEt5 SHALL 5 LOA 535515 TYPE t 5c" [x S 1550. 0.14' NAIVE UNLESS 0i105NIAE NOE) AS MANUFACTURED BY RAMET /557' HEAD R AW AR'FO5 55 MT/HEAT IN 51556TH AND S 55 . IN57AL €5 STRICT ACCORDANCE Aim 1.5.6.0. REr5 55. 1655. 555055 EMENEIT IN 5515551E SHALL 5 I' UNs55 0i50IISE NOTED. MAINTAIN AT 55551 3' TO IMARET CONCRETE 556E. 22. 5555 -55)55 S01.75 INTO '550550 SHALL 5 KHIK BOLT II ADD 1HEADE3 5755 INERT INTO COQ SMALL 5 5LE5 555525 AS MANUFACTURED BY HIT t N 0 tr< 7 T: HILT) CORP. MIS ALf=7 [ � €C AAN1LE HI H I.5.5.0. REPORT N0. 4621 ING.UDIN6 MiNi5U4 135555551 5 55)515. 05551111.15 FROFLED ST 1 rr CONTRACTOR SHALL' BE SUBMIITE FOR flEVIlB1 WITH 1.5. 0.0. REPORTS .FTi'.,.A [N6 ctYYd' /AE\A R EMOTE LOAD CAPACITIES. T0E5E PRODUCTS ARE NOT RATE FOR BYE IN MASONRY 15I70 SPdiOL INEE:TFOE IS REAJIRE FOR ALL 511515I5N BOLT AND I5 -0557 INSTALLATION. STEEL: 23. STRUCTURAL STEEL" 1155501NS P AND ROLLED SHAPES, SHALL 5555555551 TO A5T4 A36, Fu = 56 K51. 515'5. PIPE SHALL CONFORM TO ASTN A-53, TYPE E OR 5, GRADE B, F,' = 55 WI. U5555TU<cALL TONS SISAL CONFORM TO A5TM A500, GRADE B, Fy = 46 K5I . ANCHOR 00LT5 AND caircalos FOJ 5 MALL CONFORM TO 5515 A301. 24. ARCHITECTURALLY EXPOSE STRUCTURAL 5T5L 5HALL GO5r-ORf TO SECTION IO OF TILE AMC WE SF EAWARDi FRALTICE FOR STEEL 5 15515165 AND 95)065, ADOPTED S TENSER I, 1406. SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON 55. ALL 5'50156 MALL 5 elk 555555 -55 SOTS A.1.5.5. 5555 A.H.S. 57ANDAN AND MALL 5 MEMO BY 6.5.5.0 .C.c. ilEIZE u5:50 170 5t 5, =+"R EDS' . ONLY PFEc1JHLIFID YE.7 (A5 DI 905 BY AILS . 01*5. 5 MET_ 55)51150 7 MAT 60 : , INFT. G 1NS BANM (IF M AHED) SHALL BE PERFORM) 05156 L.5 ArISCCEESi If.1.2',56 SF RAM 40 55150555105) 35TH (1F )IRfi) SHALL BE PE-ORE UMEM ECU E-257:03. /5 155 A174411114 !F COLD 550 IN 515FRGIN0 01555 I5 NOT PERE L. t =_ S 559555550 NOT FOR 55755'" 52'3? 53.5 R YE 07 555. �. 55095-155 LN9h M MALL 55 515h 5, CR Et-1 ?, AND RAE AND MARCO IN 55155OR4A55 WITH 0.C.L.B. 57ANDAM 5500150 55 E 77 HET :.00, 55 55 50, ?7 5RN15 70 TM FOIONIN6 MINIMUM STANDARDS: .5:575- ( 5 55': i" 300 .4 4z %', ERAS 5055 57INEM4 (INCLUDE* Sac AND LAIR: HEMB5M1 POSH. 14= MEN': (bx A LAIT NEHIMME 5' PLAN. LDEv f 5-I., I ANEW LEMT =•RAMEN5: NOTE: W NOTE ON THE MANE PLANES S-5 5 77'0' A5 5515 NO. 5 R 5755 G.2ADE. 27, AL 050 5555755 .N DLRET CAA - AC7 AN:74 CONDEE OR WEARY MALL t M P S5 -T5ATE 017H AN APPROVE gist. X/A -3 055-5 2 1 5.4." SF AEPAL7 EMPNE 575 B<..1! N5 P.Ara BERNET5 515505155 LEEM, 51050 ETC_ WC CON PARENEY.. 28. TIINS.R WINNETORS CAUEI OAT BY _-u 55.5 AND /MEM SHALL E 3 k5i -T:=` BY 511P5ON COMPANY, AS 5 IN 1056 051X5:5 NO. 555)_ MEWLED' F /1'',555 51' O 555 55 'TT5.ALTU5G5 MAY BE MESTITATE, KNEE T-5Y 55€ 105 APPROVAL FOR '-rte,' 'AL 55 SMAT LOAD CAPACI71i5 AND ME SEMITE 70 THE 5E FOR APPROYAL ERNI5 WEER AD 5155 OF FASTEERS .A5 PP: EL1F15 SF MA5)F5L71 .. CONTECTOM MALL 5 INSTAL5 'b HN .55505A4 2 THE WANEFACTI '5 555 5510ENDAT1055. H5E 5514557CIR 0 55 5 COQ :555 5+E!EEM, PL AE QN'E-H 17 TM NAILS R 055575 IN EACH 55 5R. ALL PU_T ISE NOW NEMEM MALL 0 5541^ TO *FY ,13^ 055155 555555 NM 745 MA DS AND NOM CF 5' 55 1 11 AV 55 LA6 WEE 5A15 6N MM. ON505 NOTE 07EMEET, ALL NAILS 5MAU BE 005555. A L 5 !MSS F A L L 5E E E O & AND 550: A N D T 5 5 5 1 5 E MAT 1111571 5) 0 5 " ` 5 ' " ' ! E R N . 5 , 0 4 E= A L ,'015"'-_ AND 111.15717LE .551ST EARS P5555L 5 CONIECTE 'f0 FLLUS ERAS 5TH "9' 5515 51ST HAN53N'5. 5-05 FRart56 507a., TIE T Ir"J NS ,'S ..N_5 vr,AERCE 5055 ON T= PLA5: A. ALL 0117 F: kWINS 574 545555: 07-055:55 54a. 1 5. -'J 775= 51Ni` 5 STANDARDS O�=� -E� UNIFORM 351 iN5 WE NENEH5 4'f'! 116. �:€ 5)15 1,75„ SEAL CON TO 50.0 555--F 0 OF M UNEMET 3.,5)56 005 NS 545149i IN 7.7515 _/5_. C/.AOCINNTE 755 5)5 0055 0'111°.55 7 55 INE.S SITS 505 - 05555. AND AMHIETEC ORAL DRAPTINE PRO✓15 505+" T5 MAT AND NLTS 7 AL 52_75 5550 LA6 5775 55 16 ON ADM.. INSTALLATION OF 506 P O 55N.s_ (V e TO 50C 5 CN 051 '.2 S :N5 A'LA70N 730575 SHALL coFOR1 TO 505 5 5..''0"55 2_1 Z_ KU 505555 : Ei _I;; HALM MOEN -NO NOT D HERADE 91.- 55 5-„' 01 2x4 51595 6 16'98. AT 11:5:=555 AND 2'00 a 2='co AT 1r5e A0L"_S_ - NO 371E 5S5T' SHALL 5 FRO✓IDD Vi 5 AT TM EA 5. L 55. -5.5°F 05s.,NE, AND AT THE 7OF ALL BEAM AND 5AD' L' _ TAG 256 MVEM MALL 5 PM sue DAM ALL 77:1N65 NOT 074E/1IS= NOT✓. SOLE S_1Cr"NA 95 HOE COLJNIM SHAW 5 5047. H ROLS- 7507M 70 557775 eactx. • 5731 AA! E SHALL '=193 z< LOSE NM MATE ATTACHE 70 ADO FRAMIN5 5�BV 94115 165 5515. AT 12 575 OR 05.155 TO 575 ADM 31 05 5555.55 550515 1:• 1') A 6 55 U'N M :CATE 517-0505 :50:7 125,"5 MEM S MILT-7 STUD FOES SHALL BE WE TO EACH 05+55 5) -4 '65 a 12'5 57lSTEE_ k _< 0 T= PLANS AND SEAR HALL SCHEDULE FR 535`5 555 7= AND SAr f•5_ C. FLOOR AND R'TF F.5505N5. 55 501 - 25 17.E 3 .` 717_ A.7_ PARALLEL PARTITIONS THAT FEND OVER MOM -5555 NW,' T5 S7)ST LEESE AN551 ARCM ALL 0555iS IN 1555555 OR 5275 LT.. +ES OTAERN'ISE NOTED. 5 257...tT_ 05517555 0 E` ''x .5'5510 57_. 535''6 AT .ALL MARINE POINTS. TO,34AIL 101575 1T' SIF775 A. _. THO TEC \55..15. ATTACH TIMER .51575 TO fir. :;EADEM OR TEAM MTH s 7 SIMfiSON IHR N max: NEM NO75555 5 • NAIL ,s.. NUT7-XI57 55155 555505 t S Tbc € 12'00 Uf�55 OT. 5 NOTE ON 7'55 PAM, 55_75605 ,''zF AND .rte S- LATHING SHALL 5 LAID UP 111TH MIN E' /DEG'L* TO 0I 7S 0510 NALE MET, I Ar5 9 E'sr. TO ,, AN'rr5 PASS 05051'5 AND OIE 5'D 5555 55 SACINN ON PLACE 5055 6 2'x. ; I'.,S 955 A7 '50055 70 11505551510 505557 . 5550110E APPROVE F __505 EDE CLEM C5s =O." ETIEN L'O :S'51':::5IME AT U55.00CD 500E 55515+PN5 5'.55 . ALL _05 SEAT 5155 r' z-+, 5 -sE APFROOJHE 1016!10- A10-655 5I515 R MALL 5 5 51 H_TH SOLID 3_,75^' G5N5. 51'5 g SAC.N5 AT AL PANE_ DEP5 AND ENE SF FLOOR AND R717 MEAT--)N5_ TOENAIL 3LGK: TO EFFORT ` AIT- 1 s 12'90 1)N.E'5 OTHERNIS 05-00 AT 3_5505 7,7 Nw Prw DEAMPLVIS 79,1 FLAT 2x 0.05 6 AT AL UNFRAMED PANE EEC AND 5i,A :L N Ei_ 5555 NNAI_'6 EMEIED_ 7. MIL1N6 Al. 55155 SE^CI 755 55 LRAy5 56 7 55155 TO M 55541:. PNJMATIGALY GR1 VENT Mills S THE 5555 LE45TH NOAC 5 59 05 =R 55555 5 NAILS 50 /1DE Trfr15 NUN505 15 150505550 05550.56 FS D<' A5I 14 r .5:47 Ill@ 10 5014 7 ANNE M 51505116 TO T055 FO10w1N5 FORMULA: 5 =5x 7(01,71 = 585 ECU IIE SACeNS 5 = 055,5 5AL N5 5'+145 551 THEE 55 91 =DEMETER 7 MESTITOTE NAIL C = Sim 0= COMMON. NAIL 57.05 I\ Taz AT REMIT: 505 77 NO. 2 150515- 5 37515 55 57055, _ = 550 PSI, Fv ' T P5I -;55 -15 10. ST \1141/4 BASIL T6ISN 515:_1 , F = 5 50 P5I, Fv = 15 P51 75X1555 FIR X7. 1 555755'. 5555 551514 571255, 77 = 1550 551, Fv . 85 Fs :: F :555 NO 1 WFN 3. E17 FREE, Fe = 1300 551, E = 1500 K51 7155555 FIR 550. 1 NH"N:MJM 59515 55105 51155, 70 = 1000 PSI, E _ 1 600 KS! - 5 -515 NO. 3 +5 5155 PRAT 55555105 31515 33195 57055. 7-9 = 500 PSI, E = 1200 KS! 50 13 PS) sr E. FENEER XITITTE 577.13 MAY E SEETITUT5 ONLY IF 755f MET PNEMED 555 01TMiA. Mrier 55155 COMMON DIAMETER a a ad 0.131" 109 0.146' 125 0.146" 169 0.162' By Demptim of Re.= 9eet . Uleet ReCE7�_p 55555 o- �, :•.... , C1 24 30 0 p 45 ey ?RL kb .the` 97 -25 -02 Die SAD aw SMD aged Dye 3/21/97 ISSUED FOR BIDS - FOR CONSTRUCTION 12 18 • —P 1g "x3'16 "x0' -314" SPLICE. CATIONS BY CONTRACTOR CONTRACTOR VERIFY) TS 315115511, (S COL. L,.4 5 O C Y) EXIST. TS COLS. P R PLAN rew ex's:. EXIST_ TS COS. PER. "Tr1N EXIST. 5 COLUMN NBBJ PLAN VIEW s CORNER NJPr - �6.r_ 17/52 / WHERE OCCURS 111 South Jackson Street Seattle, Washington 98104 (206) 223 -5555 Fax (206) 621 -2300 13 TS 3'15.x315514 i YPiGA EMBED R ne"x12 "51' -o —� WV (2) 1 6 1 0 x 5" YIELDED STUDS e 4 (TYP. EA. PAVILION PIER) 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 '319 ,. 14" COAT. BENT E - . SEE ARCH. 2b/52 14 26 / --NOV TS 5'/2.55 ABOVE b BELOW EXIST. STUD WAL- -_--y, rZi 4,MING ®24 "oc —NEW TO 3.4x1 TYPICAL 15 SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON 4 4.1/2,4 "0 1HIgmY BTRWTUS/ eigZJ 5z "® T. RI'- CLTS ex 111s 1 W "sue HiO�. S CCRNI PE*T -- 0 tf,EcrPLCJi caornai eeIC T5 314' 28 454 BLOCKING VS (2) 034 B (4) Ibd FACE NAIL, EA. END 44T x 0-9 (2) 12"0 THRJ' °oc 3 TYP_ U.O.N- - ' OCCURS U" :ANT. BENT t ARCHY. !MATf:i'V. ZIIF. 2. -0, sq. - �typ i- -- TS 3925 PER PLAN Ib2x31 TYP. (4) R5 VERT. *3 TIES IS 16 "oc GROUT ME GORE 1 2.fi 0 NOTE: THIS CONNECTION OCCLKS AT 550500 NALL E NALL CORNERS. CONTRACTOR TO VERIFY EXIST. WALL FRAMING CONDITIONS ' —T5 3P2x PER PLAN EXIST. 1 6" PLY SHEATHIN - OVE AND ' -. AGE AS MIRED FOR CONK. 5 —1 CONT. BENT R 5EE AROSE. 1 n/52 —WT 4529 (CUT WEB PER ARCH) TYP. OF (5). SEE ARCH. FOR LOCATION. '--GI2 PER PLAN - FRE -CAST CONG. PLAN VIEW 10/52 17 — l' III -, ?ue. f�:l� \ (3) i 4 EA. NAY TYP. ENTRY PAVILLION COLUMN 29 SSde 3/4' = l' -0" 0.5.0 typ. R to TS 5x4 BLOCKING PER 5/52 EXIST. 25450 T -, FRAMING 4 °oc 0 V53 S 24 "oc 5U (2) IG" S THRU BOLTS S 6"oc IN 152" SLOTTED HOLES, TYP. 1DGE OF SOFFIT - - -Y ABO'V'E. EXIST. BLDG. Ede By D�Pfion of Re:. 9eet Title BRIDGE FRAMING PLAN & DETAILS PAVILLION PLANS & DETAILS 15/52 9' -55 6/52 V EXIS, BUILDING Sheet water FECEIL +EO Cm' OF TllKL41LR 1537 PERMIT CENTER BEYOND - - - - EXIST. 1 G" PLYWOOD SHEATHING. REMOVE AND REPLACE AS REQUIRED FOR CONN. - -TS 322 BEYOND (5) LOCATIONS - SEE ARCH. A. = I'-o' TYPICAL BRIDGE PLAN 1 ;1," SHAPED PLATE PER ARCH. 3 sides CHANNEL PER PLAN Ito" = I' -A 13 0 S2 25/55' 25/56 ) ENTRY PAVILION - FRAMING PLAN 24 A 29/52 (II) LOCATIONS - ST ARCH. Pe = ENTRY PAVILION - FOUNDATION PLA 3O ASood By TRL bb NA., 97 -25 -02 De4-ed EAT Ixo., 000 ceded oo,e 3/21/97 ISSUED FOR BIDS - FOR CONSTRUCTION 6' 7 Et EC TP C 2.9,77 T ',S IDE WA' 'Ray R,PE vELLOiv PLAsTic NiC/P71-0 0 7Ruf COPNER F 1 11 ) == 1.41k fa U Ityg TYPE II-54, FROP, EX. TYPE 11'1 MH RIM = 22.32 1E = 18.0802, 1 1 N--- --- 1 1: Ira 2 -CB -TYR TYPE 15 0 0 2 55087 7.0=22, 1, 0.758 S.F. • • 1 ----- --- --- - - - 8017011, 2 STORY 0.853 . 1 I _, 8" SD TYPE /5 i , o 1 C?",YfE r'.5 EU/ LD I NG 12 2 STOP F.0=24.00 0,845S.F. 37 ,ASSEM. E ALL BUfLDING i0 2 STORY F.F.-24.00 C8 5 . IN m. .5 BUILDING 2 2 STORY F.F=22.50 I 1192 S.F. OUBLE CHE CB CB 147' 0 '' )Ch 2' WATER SERvICF,', ix WATER LIETER-q 7,4 _TYPE ; - EX TYP 16 IE=14,20-15 1.E=1,20-12 12 so 2 WATER SERV; DETECTOR � 15 TYPE 07 54" • • 8,11.13 2 570.Pr 17„56.0 2 57547 9,1=2, rz ,r 16— - 6E52244 1r CE3 TYPE 14-- - 7MSTAIJ_ A,Y 5" SD ca les GE. ,E=07..50 C 5577 115 II_ 1,7).0.0 2 570P, a_19 CB , ! I TIRE . I 1 - 45170'0 7 d ST0991' U.G 2 STORY ▪ CB 10 00 1/4 = 15 CB 194 —"— TYPE 15 -- 1E= 19.67-81 113 TYPE 11-54" MOP EX. TypE , I5 3 .8EPTH . 5 I r I I MH 4 CB TYPE I s TEf 36" SD 276.44 1250W_.J 3.8Q 1' 3 , TE ' ! CB TYPE #7 15 F CB 1111111 iEll - a2 ---- , .____,,_____ ___ 1 k.., ___ , ---i--- , / ----J, , — ,-. — - 0 t'■ 1 - CB - CB #12 - ---- ----- TYPE 78 1/8 EXISTING FROP TEE 7 IYR,E II r , ; i r E V i l:, 04 4 ;1TPE I \ I I CB ,I9A g TYPE I BUILDING II 2 STORY F.F.=24.50 17,062 S.F. ; 0 % ADDRESSES 3. PARKING SPACE COUNT: STANDARD COMPACT 764 483 4. VERTICAL DATUM, NGVD 1929 S0147'29" 5. PARCEL. CONTAINS 17.45 ACRES , — ' \— MINK FENCE LINE HANDICAP 21 SEC 26, TWP 23N, RGE 4E, W.M. Its 431 0,807 S.F. L — — : ! BUILDING 41 545 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 BUILDING #2 565 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 BUILDING 43 575 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 96 645 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 #I0 360 CORPORATE DRIVE NORTH TUKWILA, WASHINGTON 98188 BUILDING #11 375 CORPORATE DRIVE SOUTH TUKWILA, WASHINGTON 98188 BUILDING #12 370 CORPORATE DRIVE NORTH TUKWILA, WASHINGTON 98188 GENERAL NOTES I. SUBJECT PARCEL IS ZONE X - OUTSIDE 500 YEAR FLOOD PLAIN PER FIRM MAP 53033603280 2. BULDING SETBACKS PER CITY OF TUKWILA: FRONT = 15', SECOND FRONT = 15', SIDE = 10', REAR = 10' 6. All construction and materials, unless otherwise specified, shall be in accordance with the City of Tukwila Standards and Specifications the 1996 Stondord Specifications and Standard Plans for Rood, Bridge, and Municipal Construction, english version as prepared by the Washington Stote Department of Transportation and the American Public Works Association. The Standard Plans (current ed)tion) and the 1996 Standord Specifications shall be maintained on site during this contract. Section 1-01.3 Definitions, the term "Stote" and "Contracting Agency" shall be amended to read "Owner", 7, The vault sizes for the Double Check Defector Valves have NOT been reviewed in the field. It the Contractor's responsibility to confirm dimensions and adjust bid accordingly, should the vault need to replaced with larger structure as shown on detail on sheet 2. WA TER ME V.:, SG, `47'.29'W 0 30' SD ST.;WATER VALET WATEIR tifETERS • 1 WATER SERVt,.5,1 d — _...k So i 1 .-3 V , • 30' 0.000 -T-22 - "Ef C); cc it r • .' kt c5e 1 ECI,E4 r/I! ROV RV) IrCil ,521LCW ANDOVER PARK RES CONTACT SOr47 NEB/S.154, , irk I i-5e r . , s GE_20 15 ---' .0 - TYIRE P5 ., 4 CB ,100.4f EX TYPE CO ' DEPT.4.33" (. B" _TYPE SCALE LOWE affIERPRIS NORTHWEST, INC_ ONE UNION SOVAFE- 600 ENIVORSITY ST. SUITE 2820 SEATTIZ WAS-TING 98101 RON M_ GREENE TUKWILA OFFICE (206) 575-2120 FAX (266) 575-0198 e-reivyl rommgreeneecotocior 11 69 00' INSTALL DOUBLE CHECK DETECTOR ASSEMBLY IN EXIST. WATBR VAULT 522.00 36 377.00' 2D/21 .322.34' I " r, I i 1 j Ili. 8- ,,, , 55 7 o ,H1„H J r—Hio , j Dj°613 ' DE 4Tft' 0 1 ! - M i® (.-.) rq H 1 i _ , : , ASSEMBL Y I . 1 17ST. : ,W1 I 1255.70r 1 VICINITY MAP —S I TE 0. FIRE H YDR ANT AD TO FIRE CONNECTION • WA TER VALVE • WATER METER O POST IN5CA TOR o— WATER SLOWOFF — —w— — WATER PAINT MARK unurr POLE WAJGH • GUY ANCHOR UT I 0 TY POLE • POWER METER M POWER VAULT POWER TRANSFORMER CS TELEPHONE VAULT O TELEPHONE RISER (0 TELEPHONE MANHOLE cr FIRE DEP T. CONNECITON CT POST INDICATOR VAL VE LEGEND CB 42 51. ALT1C LIGIWALS 3000 3000 1 30_00 M 1 0 — T — TELEPHONE PAIN T MARK gj 115 0150 GAS VENT — G— GAS PAINT MARK O CATCH BASIN O STORM MANHOLE SD STORM LINE O SEWER MANHOLE Ei JUNCTION Box • =WV W 05 O FOUND MONUMENT AS NOT. • EVERGREEN TREE DECIDUOUS TREE ME CONCRETE WALK APPROVED: I, 55 co fl , 1, • 199 PERMIT CENTER CITY OF TUKWILA DATE SHEET 1/2 1 7 MATERIAL LISTING & DETECTOR DOUBLE CHECK & VAULT ASSEMBLY NOTFL$ m WS- 11NOTE PERMIT LENTEN A Dimensions and Weights NET .SIZE A e ^C D E yyf.IL6r.1^ .9 DTI 403/412512 1638 ti31/4 13318. 218 T 141716.25518,221'4 to 1/4 13 381 2280 146141 28 231;4 1314 14 1 3270 6 156 1343< 311/5 13 15 1 5090 T 165 t•tt;u< 3 >24 155!8 IS 341 789.0 Arm 058/ Gate Valves (Sul Open/ r: cta Denensons are nom.nat Alcw Aces rn0st oe mace :Drmm mam..cl.Inng IMaranws a rEageobackflow Prevention Ii Materials of Construction 314" Bypass for Model 856 '1 Industries, Inc. -Cora Fluid Control Group • P.O. Box 0070 • Fresno. CA 93747 • Fax: 120914539030 656 519E 856 P1,16 Characteristics Physical Properties Sze of Main ne Max. Woking Pressure 175 PS Hydrostat. Test Press 50 PSI Temperer - e Range 2 F to 1,0 F c60 °C1 End Connectors Ranged ANSI B15 C!a99 - 25 Materials Man Valve BOOS Duo:a AST.. A5. G.. 55-45-12 Coat ng Fusmn epOry C.ated - al and external AV. 0559 9D SnuI Off Valves OS 8'v res he n1 :.eg_ AVM< 0509 961e va:ves Trim Bronze FSif: BS°= Ailey 083800 Elestorrer C,cs EPDI! Spnng S.miess sleet Application Hama: Fire Model 856 Flow Curves :5 SC C 26, TWP 23N, 2' and 3" FAO 2J(IC GP..+ FRAME & LADDER CR STEPS DEFT: SEE ."DOTE 5: FRAME & COVER ELEVAF PER RECORD OR.;" SEE D ^f< "' lA a.5 w' COUPLE&G TO p N:"G_ Ef.. RPE EX. OUR.ET C'.M.PIPE SEE NOTES 7.E. SAVE AS EXGSTSBS APE .SU' D OFiIT('S]I_ 3 X. 0 GAGE BOLTED OR IMBEDDED 2" Ira 'KALE I MAX. 3" SPACIAlS . iteN' OWE SUPPORT DIAMETER EQUAL TO .SPOILED ,PIPE y12" OR 15 ", PER PLAN') st W e. Y3IXeAL,7iL( DEr SMAf AMTeea • Agency Cflmphance • S>: • ]FSi Badkliovr DOUBLE CHECX DETECTOR ASSE = Prevention ILA H ' - • Ui _. a e T'rtormaeoug and 6' erb.O:C,.rc.e�: Resew.=-:a Piet33W, pt Scu7.xrn Caltx-.= • a in nonzutad conCpuraPovs ORLY aper,:wc ere Ea.,"'r$= rvae,.s Car at-, CaPT. ResrzFS wane Hearts.- 2 MI Pl. (TL 4 ,7 3 CA Tat BASIN TYPE III - 54 SECTION SVEAR C:9nx'I,r.CLL PLO FOR CLEAN/OUT 6PC.LS ^,.ENT AN .RE.GLU'WE FOR ArERT.7CAL ASDGMAIEN17 IA STEER) .SE'c r, 25 W'A'G 53 cALPPE d 7 COvPACT=7 20:3323AT04 RAr._e 4DR VAE DETECTOR DOUBLE CHECK VALVE DETAILS C2 �yI M. 5 H 11 i' - ` ,.V 5 4"l424, 0.:58,37.43) TYPE 11 -54' MOP-TEE OIL /WATER SEPARATOR i c2 DETECTOR DOUBLE CHECK VALVE ASSEMBLY AND VAULT • PI AV VI, SAWCUT TD REMAAC EXIST PAVEMENT, AS NEEDED REPLACE WV Fri: 2" CLASS 3 ASP,T COMPAST .12 " 3 WRizsA y' • I C I,' 0 0. tl VFW PLAN VIEW CB TYPE II - 54 NOTES: 'G WILDING t. DESIGN FOR 4 THRU TO' DDCV. 2. SEE AiIACHED NOTES AND MATERIAL LISTING. STANDARD LADDER STEPS 54 " TYPE 11 CATCH BASIN 8" - SHEAR CATE MATrRtet. LIKIRI CONSTRUCTION NOTES: 1. ALL G CONSTRUCTION ST SHALL BE :N ACCORDANCE T MTH ✓IN COUNTY, `NO SPECIFICAION, E•CEPT a5 AIeMENCE:; sr THE cIT'r o= Tur.W2A. 2. REMOVE AND DISPOSE LF OFF -SITE THE EXISTING CATCH BASINS, 3. OUTLET CAPACITY: NOT LESS THAN COMBINED INLETS. PIPE METPAL ARTS ?AR TS' CORROSION RESTS TAfJT GALVANIZED HA VC AS ?HALT T.REA iMENT 1. 5. FRAME & LADDER OR STEPS OFFSET SO A. CLEANOUT GATE IS VISIBLE FROM TOP. E. CLIMB -.DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 6. 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" 7. ELBOWS SHALL BE CONSTRUCTED OF 16 GA. CORRUGATED ALUMINUM WITH SMOOTH - ROLLED 5052 H32 ALUMINUM PLATE ON OUTLET LEG. 8. ALL JOINTS SHALL BE SHOP WELDED. 3/4 SHACKLE RODS WITH STAR BOLTS AND ASPti1LT EMULSION COATING. b MIN. pl. CL455 52 PIPE. 3. PRECT CONCRETE VAULT WI STEEL N HINGC'STEEL PATE DIMENSION MNSION E TO V WITH SIZE OF ASSEMBLY. a. 4 O.S.HA APPROVED LAOOER le OVER 0- PIPE SU PPORT STAND UNDER EACH C3HEC Eg ULVU OC 6. COPPER OR 6RONZE AN APPROVED VA 7 . 3/4' WATER BYPASS WITH APPR METER. 9- A PROVE DDCVA IN MAIN UNE WITH TWO RESILIENT SEATED SHUTOFF ID AND TEST COCKS 0 - , 8 - , 6" OR 4 COUPLING ADAPTER, FL 10 10, 9 6 OR b - FL•PE OI CLASS 52 PPE LJ.C'H i0 Fi 11 10.. E T INTERIOR AND E VALV ALL AROUND PPS USING `ION- SHRINK GROUT. 12 10 - . 8 - , 6' OR 4 GA. VALVE FL•MJ WITH POST INDICATOR VALVE 13 'CAGE D TEE 9P BEN ASSEM BLY SIZED ACCORDINGLY. 14 FuNGE T5. OR 6" 90 01 ' BEND, 2gD 52 PIPE eL•FL 16 b' OR 6 17 b OR 6 D.I. CLASS 52 52 PIPE, FL•Ft. 18 6 97 B.O. FL 19 UL LISTED 5 CONNECTION 30 OR 45 DEGREE ELBOW. 0 20 6 .1. CLASS 52 PIPE NG AS REQUIRED FL•FL 21 6 9P BEND F52 PIP OTH L 22. SWING E0 OPERATED CHECK VALVE WITH BALL GRIP VALVE TO BE NSTP11�0 HORIZONTALLY. ALLY. t urs WS'ts or .t 11V1 c ,p Nrs BACKFLOW'PREVEMORS SHALL BE FEBCO q8 6 �R P , r 2. SIZE VAULT B45E0 ON SIZE OF APPARATUS D EETINC I MUM cLrARANC 3. A SE PARAT E OEfA1LAN FOR VA I NSTALATION AN SPRINKLR LINE U MST 9E M UBM D AND L APPRP OVCO 3Y U TH FlRE MARSHALL PROIR TO INSTALLATION. ° MINIMUM P PRANS SIZE SH 9E 4 - . VAULTS BE SEALED TO PREVENT WAE . ' a g°1 5 HALL . E REpUIRFD WHEN DEPTH TER FR LAKAGE OM TO OF UD TO FLOOR OF VAULT E% EEDS 30 INSTALUION OF ALL :.ADDERS SHALL BE Iry COMPLIANCE TO O.S.H.A 7. LOCATE VAULT IN PLANTING AREA AND NOT IN PAVING AREA. UNLESS APPROVED 9Y I Z G E ENGINEER S. FRTING SHAH 9E IN ACCORDANCE WITH ALL APPLICABLE E MS REQUIREMENTS Of A51I ti r V AND C EMENT LINED (SEE . & ' rEV 9. PIPE SHALL dE DUCTILE IRON MEETING AND! 821151, CL52 & CEME 10. TEMPORARY SUPPORT SHALL BE PRONOEp UNDER VALVES AT THE TIM INSTALUIT!ON. PFfER COMPLrTE INSTALI,+TION INSTALL PEflMANUVT PIP SUPPORT STAND. 11. PROOVIDE S. RIS BALL DER. RIP VALVES ON F.D.C. CHECK VALVE ASSEMBLY OR AT 80.094 80.094 FD 12. Pint AxiMENT CONNECT ON TO BE PROVIDED 'NITF ONE (1) 5 STORTZ CONNECTIONS AND 1W0 30 DEGREE ELBOW 13. ALL UNDERGROUND PPING TO BE INSPECTD. FUSHED. PRESS ESTED IN THE PRESENCE OF AN I INSPECTOR PRIOR i C AND CONNECTIO TO THE OHEAD S 14. UPON VER NSTNJAnON, BACKROW PREVENDON ASSEMBLIES ARE TO BE TESTED BY A CEa TE AND ALL TEST -COCKS ARE - 0 BE PLUGED AFTER THE TEST. THEREAFT ANN UAL TESTS SHALL BE PER.ORMED AT OWNER'S IXPENSE AND COPIES Of TEST RESULTS EIT B PROVIDED. 15. CONCRETE VAULT SHALL YAVE ONE 4'•4' OR TWO S cEL HINGED ODORS. APPROVED: