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HomeMy WebLinkAboutPermit D97-0243 - SOUTHCENTER CORPORATE SQUARE - EXTERIOR AND LOBBYCity of Tukwila ( Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Print Nanie: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 262304 -9075 625 ANDOVER PK W BUILDING #5 ACOM DEVPERM Occupancy: OFFICE UBC: 1994 001 Fire Protection: SPRINKLERED /AFA North: East: .0 West: .0 TUKWILA .0 South: .0 Sewer:. TUKWILA Slopes: N Contractor License No: UNIMACC066DM OCCUPANT SOUTHCENTER CORPORATE SQUARE 625 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 PARK WEST, TUKWILA, WA 98188 CONTRACTOR UNIMARK CONSTRUCTION COMPANY Phone: 206 -5076 1325 FOURTH AVENUE #610, SEATTLE, WA 98161 le**************** k**** k* * *k * * * * * * * * * * * * * * * * * * * *•k * * **•k Permit Description: COSMETIC UPGRADE TO BUILDING EXTERIOR AND ENHANCEMENT OF LOBBY AREA. 1************************************ k*************** * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** Construction Valuation. :. $ 85,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Ac cess /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 * *k * * * * *•k * * *** * * *k ** * * * ** * ** * * ** -- - Permit Center Authorized Signature:__�i _ 1�� • Date: a c rl 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 he complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the pr ion of .y other state or local laws regulating construction or the perfo�J' o4!. I am authorized to sign for and obtain this development DEVELOPMENT PERMIT Signature: Permit No: Status: Issued: Expires: Streams: (206) 431 -3670 D97 -0243 ISSUED 08/26/1997 02/22/1998 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: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel !I Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse El Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel gl. Office ❑ School /College /University ❑ Other Value of Construction` ,tte Addr '1; Will there be rack storage? in yes TM no C ity St t /Z' T x Par el �� N J J Jmb 7 Property Owner: // ____ �-� Will there be storage of flammable /combustible hazardous material in the building? ❑ yes no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets `F4' -- Ph e: Street Addres • y Contractor7 // Phone: Street Address: City State /Zip: Fax #: Architect: ` ` 3 J / re d s Phone: 33 $2 y s .. Street Add l// f �%t6P : C State/Zip: t J4 9 '1 a Fa # .2./ � z ' Engineer: Phone: Street Address: 7 / 2A-.C. > ' t tate /Zip: 1� ✓ 7 ,,, , Fax #: 343.- 5�/ Contact Person: .i 6Zee t Phone :ms 2-a Street Address: . y�� /¢er g --- ) ity /Zip: G�J . ��ICl,L� G�'f� Fax # � 5 -lice Description of work to be done: 5 , a 4 4 a/07.61 r d( Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel !I Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse El Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel gl. Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes pi no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? in yes TM no Existing fire protection features: asprinklers automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 2a D existing Area of Construction: (sq. ft.) ?j (7 . l )t 74.) Lim Will there be storage of flammable /combustible hazardous material in the building? ❑ yes no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUC'ILA bLc)(5- a s C Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 FOR STAFF USE ONLY Project Numbiri Permit Number: - 7-0(9 1 -15 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) in Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ 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 shah be extended more than once. Dale application accepted: Date application expires: Application tak by: (initials) PLEASE SIGN BACK OF APPLICATION FORM CTPERMI'I'.DOC 1/29/97 BUILD/ •W R.RAUT• 0RIZ'DAGENT: Signature:, ' Date: / /7 Print na e• . / i3 9/ Phone :�7 _ Fax tt ? /0 .., Address d10 / ig-61"t- , r1. 2 gZ 6 City /State /Zi - R 104 • %/6/ ALL COMMERCIAUMULTI -FA -Y TENANT IMPROVEMENT /AL •ATION PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOL • WING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPI :RA9IT.DOC 1 /29/97 CITY OF TUKWILA Permit No: D97 -0243 Address: 625 ANDOVER PK W Suite: Tenant: Type: DEVPERM Parcel #: 262304 -9075 *• k• k****• k*****• kk**4*•k• k******************• k**• k• k• k*• k k**: Q *•k **kk•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 Building Division. 2. Electrical permits shall be through the Washington L,a State Division of .bor, and Industries 'and all: electrical work will be inspected by that agency (248-6630). All permits, records, and approved plans,shall be available a,t the . job site 'prior ``to the start -:of any con - struction . These, documents are to be maintained and avail- able until final inspection 'approval 'is granted. All structural concrete` shall.., be, special inspected (UBC Sec. 306'6)1)1' 5. All str;tict.ural welding shall be done by. W.A.B.U. certified welders and, inspected (UBC Sec. 306(a).5) Whens'pec1'al; is requ.ired either the owner, archl.tect or engineer engineer-shall notify ; the Tukwila Building,.''. Division.,,of , appointment'of the inspection agencies prior;.to` the firsts building_ i'nspections Copies.`of....all special" inspection be to. the Buiiding Division in a; timely "manner., Reports S,shall contain address, project nanie,.permit number,'and type of inspection being performed: . The. ",.specia 1 inspector' shall submit , °a final signed report stat}ing,. whether the work requi ring 'special inspection . :was; to the best =of'. the inspector's k now ledge, in conformance with approved plans and s p e c i f i c a t i o n s ` and the applicable workmanship' provisions of the UBC. S. All construction to be done in conformance' with approved plans requirements of the Uniform` Building (1994 Edition) .as amended, Uniform Mechanical-Code (1994 Edition), and Wash'ington''State Energy Code (1994 Edition) 9. Validity of Permit. The issuance ofapermit or approval of plans, specifications, and computations shall not be con- strued to be a , permit for, or an ,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 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. Status: ISSUED Applied :' 07/18/1997 Issued: 08/26/1997 VArttl CON PLAN RMV��W /�ING SLir ACTIVITY NUMBER PROJECT NAME D PARTMENT: r) G DIVISION 1 .W�RKS 5 Fqi- oaL FIRE PREVENTION Q N -ate 9� STRUCTURAL 1 \1� DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE E NOT COMPLETE El COMMENTS REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED El APPROVED W/ CONDITIONS El REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED n REVIEWERS INITIAL C:ROUTE -F DATE • . . DATE DATE DATE re tf P MSI G D N P� CIORDINA2R DUE DATE - � » 9 7 NOT APPLICABLE ❑ TUES /THURS ROUTING: PLEASE ROUTE d NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF Ej (If routed by staff, make copy to master file & enter Sierra.) 1 DUE DATE NOT APPROVED (attach comments) Q 4 t 1 DUE DATE APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) Q (Cemficadoa of occupancy required. ) �.xrr i�i�'1:��ri �?+ r��if��? F{ �`^ 5.,... �: �c�nk�3ttit�� `.�c�.`:.'iZ:ura�i�.hdt'�fix ACTIVITY NUMBER PROJECT NAME c PLAN REVIEW / ROUTING SLIP oa y 3 DAB 1 - 97 a4-e. .. o re ei ti REVIEWERS INITIAL DEPARTMENT: BUILDING DIVISION • PUBLIC WORKS STRUCTURAL FIRE PREVENTION C DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE ❑ NOT APPLICABLE COMMENTS TUES /THURS ROUTING: PLEASE ROUTE l l NO FURTHER REVIEW REQUIRE ROUTED BY STAFF I 1 (If routed by staff, make copy to master file & enter Sierra.) 1 1 APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED C:ROUTE -F REVIEWERS INITIAL APPROVED W/ CONDITIONS • DATE . . . DATE DATE C rkreffivrtr PLANNING DIVISION El . PERMIT COORDINATOR 0 DUE DATE 9 (Cenifica ou of occupancy required. DUE DATE ¶ ' �J - q7 NOT APPROVED (attach comments) E DUE DATE NOT APPROVED (attach comments) 0 PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER , ' i .- O9 -I DATE 1- 1 ? - 7 7 PROJECT NAME 50 URY0,AK Cxy(c e Lffe 2LCI S DEPARTMENT: BUILDING DIVISION PUBLIC WORKS 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS • NOT COMPLETE TUES /TRURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRE1 ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL - 7/z 2 / 1 APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS REVIEWERS INITIAL CORRECTION DETERM NATION: APPROVED REVIEWERS INITIAL N . YgV. i,a,>zr. 5 4*?<VIA:e,acFIo.e..=± •:..ay,.:S*..i.Me,fl.:.f :r""�,� Ti- z1t:4M._x'.;,ms ._ ,* APPROVED W/ CONDITIONS DATE NOT APPLICABLE DATE (Certification of occupancy required. FIRE PREVENTION . PLANNING DIVISION 0 STRUCTURAL 0 PERMIT COORDINATOR Q DUE DATE q DUE DATE 'S -q? NOT APPROVED (attach comments) DUE DATE NOT APPROVED (attach comments) Q • ��^;L >;.4 n!'r�i i4JYvm ;r : 5f ..nxi'n v'i'i; i'^ti °' n�• °4 :wit�cx���' "4;�a:� �i'�ct's`t�'."`�;��s,.� _ore � � �x,�a�Y;i;•;"?;i ; t.. � �..., #�..:?:��. PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER f qi D a -I ? DATE 1 1-C/7 PROJECT NAME OU4Y10-1W Corr .fie. J(1re eic(o t[ DEPARTMENT: BUILDING DIVISION PUBLIC WORKS 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE ❑ NOT COMPLETE ❑ COMMENTS TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED K. ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS NOT NOT APPROVED (attach comments) E REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED I I APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE -F L Lf DATE . . . DATE DATE FIRE PREVENTION C PLANNING DIVISION II STRUCTURAL ❑ PERMIT COORDINATOR ❑ DUE DATE q NOT APPLICABLE E DUE DATE T'S - q) DUE DATE NOT APPROVED (attach comments) ❑ (Certification of occupancy required, d� � ......,..5:+w:YA, a�� . i.v'4Siti . a. ?�e',��':;�',; s � 3e.]r:�s; nvt ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS REVIEWERS APPROVED REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F • TUES /THURS ROUTING: ROUTED BY STAFF El APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: APPROVED I l APPROVED W/ CONDITIONS N STRUCTURAL F)q1- oaY3 DETERNIINATION OF COMPLETENESS: (T,Th) COMPLETE Vg,. NOT COMPLETE E COMMENTS APPROVED W/ CONDITIONS C . . "i Z :• ria. t`.-fJ''x":,`:.`:VTYI :IN'A,k'ft+N• i rliGSt�GNJ PLAN REVIEW / ROUTING SLIP DATE DATE FIRE PREVENTION C (If routed by staff, make copy to master file & enter Sierra.) NOT APPLICABLE ❑ • DATE •.. % /ssit? DATE 1 1 "77 PLANNING DIVISION ❑ PERMIT COORDINATOR ❑ I DUE DATE 9 PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED I DUE DATE T5 -97 NOT APPROVED (attach comments) I 1 DUE DATE NOT APPROVED (attach comments) ❑ (Certification of occupancy required. ) Fireproofing Aggregates Shotcrete Concrete Masonry Asphalt Roofing P i I i n g. S t e e l S o i I s W o o d December 27, 1999 File: .99 -405 V t 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. 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. )64Aima_ 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 5 12/21/99 11:08 FAX 206 869 5824 Page 5 of 6 t‘ Ozzapletion Date: 3198 A. Substrate. Type and riblerance VEKEECS - EOM= - V E rrecs C...:Dx?c,serri ontd (a's =IPA= NAME) INSTALT,ATIO CONITTNS • THE EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) INSTALLED ON THE STRUCTURE LOCATED AT THE ADDRESS INDICATED BELOW CONFORMS: Dia i - r - . '10 (EIFS MANUFACTURER NAME) REOM1ENDED INSTALLATION ppAcrIcEs AND SECTICK(S) OF ICE° ES, INC., REFORr NO. SIZS, . .. Address of Structure: Product Component Nazes: 0 0 rue. e NI Tr Cc3spnA-ra. Sawigx Adhe.sive (s) • tQJA 56.5 A.406vEt P. 1-JE5-r Fastmers (tech) c31-0o4e- Tur.4...m..4 , 1-I.& 1 t4Ozt Base at o Reinforcing Fabric IN-mgt.-4E DI NTE Finish Coat(s) SAhmtbeitaLe Fiws . 1. Adhesive and/or Fasteners 2. Insulation 3. Reinforcing Fabric tl 4. Base Coat 5. • Finish 1/ C. The information entered above is offered in testimony that the L.LtS installation conforms with the EIFS ranufacturerl s installation methods and procedures, and the =FS manufacturer's ES report. NOIE: 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 accompany this declaration. EIFS Contractor Company Name and Adiress: -r c_s • sl 700 5-7 etkfl 01.1 k ( Signature of responsible Officer: //V 1 • ., Typed Name and Tit of OffiCer: Freeman 50y Vice President Telephone Number ( IS) fq 9 9 0 cc: Original: Building apartment (Must be submitted with sealant Cy: Lits Manufacturer installer declaration.) UUZ/ UO3 r■• -ER-2728- "4'''12/21/99 11:08 rNS. zua Sob 00z4 ate• �.1 � u �u UV V it/ 4 6 14:18 FAX 208 PC 5 *24 Pi .1011 CCIVIStige D►te: si 14 e THE SEALANT INSTALLED IN CONJUNCTION WITH AN EXTERIOR LNSULATION AND FINISH, SYSTEM (ErFS) INSTALLED ON THE STRUCTURE LOCATED AT THE ADDRESS INDICATED . UL M CONFORMS: TO (WI 101 ri941UIt£R MT) VC (BMW MANUFACTURER'S Imo.'; PEcuegliDED INZIVILIATICV PRACITCE9 AND sacacat(s) o? rceo Es, 1NC•• )o... Imirlsees of Stxve,: Pray ct Ceesporient Nam: t Signature of responsible officer: Typed Rams aril Title of Officer: Telepl one Reber 53 vnnlntia VERTECs -tea 6E4.uLRy SEALAr?rS MUM DITALT.Eit tAll£} Strirerfe) 1 ' L lICn sealers >etre Sealant Isetsrlale R. ��'ls ard � • a a aril repizements � 5 c• Uteri= i s ulati n aanufactorer's requirements D. The information enticed above is cstered in testiaseny that tri: Sealant inetallatia t conforms with the sealant msrwfacttm+sr's installed= easterls sr prccedures, and Cu% eanufarloreer evaluation mat. Sealant be:eller Cav{asy i and adc ess: -• fr. PenrIDIVITIffr cc: Original: Building Ceperteeit (Met bs suksnittad with =FS c5pias: TxaS Xansfactuner aantraetor declaration.) . I= contractor Sealant Hars fa toner • 46I UU.)/ uu.) rAGE e2 Q1002', 9i .). S O ico n@, E' A L. HANAct • • Post -it• Fax Note .' • .. 7671 tarts ii lAres■ 7 Tb• , g ' k ' 6. Prom �/ L - - . . C0./DCOL f D , o W 7 Co. Phone # .. ,. 1 ••� 1/ r» 1 � G Pho R zgo. �} . I 0 o Fax a 575 1/ l Q. Fax a . .a: v ' � lei • ' 7f elv• 7orI UI91LU rRUrCR 11CJ:'!. ,t-••i ��� • . . . . +. , • The general notes state hat inasonri should rave special inspection. Because the new masonry construction does not consist of primary s; t;;rr ;ai elements and the design stresses are so low, ¢.' ; Coughlin Porter Lundeen does :tot require that the a+asoruy have spacial inspections. It 4., acceptable that the allowable stresses be half of that of masonry with special inspection. IF you have any questioris or eolsurients, please call me. COVCMUNPORTER .;;4pOM Project Record Date: Pages: Memorandum Eric Dann, RE. Cough :in :'oars Lvndeen cc: r ' :Ron Greene ; °• -Lowe Enterprises 575 -1/98 : •: t . • July 28;1997 NBSJ 111 S. Jackson S WA. 98104 fa 621 2304 i o • Project ?reject No: 97- 0C25 -02 Eye Eric A. Damn 717 PIM. cT• C4.7 is ta; viA r ,s r i' ww �,•. �;:,... .. r • +, i M:191/0: Southceztt r Corporate Squa. Sent Via Fax TOTAL P, 3. Pro'ect: 2 ,.... L.4-00,474,.. ( .4 _ : Type of spection -) _,..- Icre 7 0 s: . ,/ Date ca Special instructions: Date wante, Requester: Phone: • - ..10111.2*** • INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 COMMENTS: Approved per applicable codes. 1 INSPECTION RECORD Retain a copy with permit PERMIT NO. Corrections required prior to approval. Inspector: AA ....i 4 O. IP Date) 27.2...... 0 $47.00 REINSPECT! el FEE REQUIRED. Prior to inspection, fee must be paid Mgr " or • at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pro ct: C (A-/J Type of Inspection: r Date called: Address: Special instructions: Date wanted: )./.-5', Requester: Phone: ..,.. ..UVO S taildrAV.M . O.MMMOIMVesmr oariatos easwennturfotwaYWOMPIANWCOMUSIMSYMMILKI.At . . . ••• • . . • Approved per applicable codes. INSPECTIONIECORD Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818k\ PERMIT NO. (206)431-3670 COMMENTS: m, 74,L hi) Corrections required prior to approval. 444,71 Date )?,,9,/—‘9, 0 $47.00 REINSPECTION F E REQUIRED. Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reInspection, Receipt No: Date: Project: L neA' !Z e t4k1Ze Type of insyection: ; t'c5o +- +-^n Address J l f j Date called: ` 1 Special instructions: Date wanted: t at_ --`1 C J ' Camp P.m. Requester: Phone No.: e^ele.r2 c HS - LloDI INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • Approved per applicable codes:. ..COMMENTS: Inspector: t/.LII $42.00 REINSPECTI ' FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Date: PERMIT NO. (206) 431 -3670 Corrections required prior to approval. 4M**** kA** kk ****kithk7hk:thkk****kk*k***kf *Akhk*k*kkh• ***NkkA /r.l CITY. OF TUKWIL.A, WA TRANSMIT *fir*** Ark * *•k *kkkk:4 *k k R•AC4dlINTh 'i 1"'lF. * * *kkkkkkkAk4kkkhkk•kA4.4.hkkA* TRANSMIT Number: R9700633 Amount:: 798.00 08/26/97 10:55 Payment Method: CHECK Notation: LOWE ENTERPRISES mnit: SLB Permit No: D97-0243 Type: DEVPERM DEVi?LOPMEN1 PERMIT Parcel No: 262304-9075 Site Address: 6 ANDOVER PK W Location: BUILDING 05 Total Fees: 1,313.78 This Payment 798.00 Total ALL Pmts: 1,313.78 Balance: .00 ** *.h**** * * *kk **** *“** ***4∎ h*** Ii**) k*** k• A4 ,A* *k•A *** *.F•kic4.t*•k*A*• %%* *fir Account Code Description Amount 000/322.100 BUILDING - NONRES 793.50 000/386.904 STATE BUILDING SURCHARGE 4.50 792 08/28 /7i9 TOTAL 798.00 1e4) , *41k ****** *ire *** ***, *k *"k ***** Irk 4k k• * k *********A**************A****** OF :TUI� IIL.A. Y!A .,� . L TRANSMIT r4:14. st *:k' *** *** * *•k**** *k.,* *. **: * */r.* * * * ** ,.******7 4N****** 'TRANSM-IT Number: R9700615 Amount: 515.78 07/18/37 11:01 Payment Method: CHECK Notation: LOW NW INVESTOR Init: KOP Permit No: D97- 0213 Type: DEVPERM DEVELOPMENT PERlt4IT Parcel Non 262304 -9O7 , �. Site Addres$:" 625 ANDOVER PK W Location: BUILDING 05 Total Fees: ; 1.313.7(3 :Th"i"s Payment 515.78 Total ALL Pmts: 51.5.78 • Balance:/ 798.00 ****.*********• f,*****. k*********** * * *•h*.k** * ** *•k * **** * * ** *•k *Il t **, *h* Account Code Description -.- Amoun •'000/345.830 •PLAN.. CHECK.-. NONRES 515:76 2263 07/21 1705 TOTAL 515.78 City of Tukwila Department of Community Development December 20, 1999 Ron Greene 600 University Street, #2820 Seattle, WA 98101 . Permit Status D97 -0243 625 Andover Park West Dear Mr. Greene: ' In reviewing our current permit files, it appears that your permit for cosmetic upgrade to building exterior and enhancement of lobby area 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 fora 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, `tt 44/6u,/ Brenda Holt Permit Coordinator Xc: Permit File No. D97 -0243 Duane Griffin, Building Official John W. Rants, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 Post Ita Fax Note 7671 Date I•Z,r• peso. From G l vvrw �.� To .rr c. l �i1 � �., : co/No.011 1 # ! ' r 4 d 'ftp4 Jj J . Co. U#'�'Y�# c0iv5 -. Phone # , L 2424, Phone # Fax ax # /_ r ( Fax " oek go.e AUG 26 '97 03:35AM UNICO 5 T$��• ;�;•, , • • 1e: �C', d �: ..... . • 41 1 y . j , ; '\ !Ji i }iiii ' '' ; /!: "! "!; / i/ % /.! /- %e%;,Vi/ % >i%fi % %NN //ii/i) • • P.1/1 • • RECEIVED , CITY OF TUKWILA 4 g fairit ' ' cv,¢/ • 54 2 . PERMIT•CENTER • PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: NBBJ 111 South Jackson Street Seattle, Washington 98104 1206) 223 -5555 Fax 1206) 621 -2300 (r) Ancber Pk W bicto �5 11 Ethic PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: OWNER : SOUTHCENTER CORPORATE SQUARE - ISSUED FOR PERMIT TUKWILA, WASHINGTON BLDG. 5 ONLY 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 I SITE DETAILS A -6 EXTERIOR DETAILS A -7 E.I.F.S. DETAILS A -8 EXT. BLDG. ELEVATIONS A -9 EXT. BLDG. ELEVATIONS S1 GENERAL STRUCTURAL NOTES S2 BRIDGE /PAVILION FRAMIMG PLAN & DETAILS ES ELECTRICAL SITE PLAN Cl UTILITY PLAN pE FOMR: tY r:,OiRE C2 CIVIL DETAILS O q,OAL C 7B,CAL _ 1vG :AS PIPI ToKwiLA Maier Oak By Dawgnm or Y.eiaus Sh.et fik COVER SHEET Sole Awed sy lob Nnthet 24646.00 re Dea.d uaw. Checked Date 6/24/97 Sheet rJn6c PERMIT CENTER A -1.0 C)q-1 -oa433 SECTION, TOWNSHIP RANGE: SURVEYED BY: KRR DRAWN BY JWL DATE LT . ,, nr:. 2/19/96 TSE BY F10 � b �m y1=2m 7 Qrtl 2N x �{x�1 Y7 �M� x 2P1 2 PR PIE c3°o° roz i UoO4z) Ong1:1 1 m > i 4 a le M IlqtgqPilii!ii 1 V' vq "onii" , P e i gAg 5. ai i lk �I �� LPI v A z �4" q N Q, V 4 4 •,, p 1 ' , I +p �1 PI r'ra1i.al'01 r V rn n 2 iRt RfR�ii °myi''iQ °m�iYx�tn2 ryiX1��4,°,lAYroi �m O mm m m gb4 P m ill lb°-Q h o l �cm + lq8 ' - , r §a Od2am Mt 0 Q m" p m y nyi 1 m '8i8 $ a "hp ugi g j a �Q � j P Q � Ne i= $ Oe Y° ti1Y S°yYY ez 4 1 1 p p ig :5Al SOY -4� ' N S A 1 C tel $ m 0i�' z g § �n s 1. � Z�� I�ij� pa O � z�Ra �j"y�a$i6� ' �„�t � +"� 1 3 N rKj to . 2'o $ �a m z „O z APPROVED BY REVISION D oio xo RP4A4 4111 iN =x i, b R.. ' 4 411N ,, 4 m m y Ao+. o m � i a t m 18 117 H N i k N 4 O. 2 � op. 0 171 g1'h op WI! u�� . A pO �y1 ; ' 1: I! p g; 2 +�i 8 m � l �� p A SH 26 1 p 0 mN N c O1riN 41� 04 N Ni qg 8 54 4 AN zY zg 4 g ' g M $ i ° q g m 6m x Y Y 1 z.ezzzzzzzzi4 0 0 0 0 0 0 0 0 0 � ` 0 er pl , o��lt�e�:41.i,'' N•• O MIUIRUM 5 $ ° OiO ° l$ ° O ° O ° O ����roro rororobbbb Asir AAA z { "WWI y�t Y yy Y yYy y YyYy yYy S :C�C C �C C�CC �$; E E aFF Fy FFF� iilOgc y4 ggrgOggggggg maaaataaaa Rat CHECKED BY: '♦'{ik4- CK'D -.. E: 12/1919P 1 a 1 APPR EEEE 9 � aE � MEE ems 7621 CNAINLINN FENCE N8755'02 "W � v w •. F PP! ' 4 "W 7 1"." ' 388ro5'42 g .__ • 326.7 460.00' 0 S88 42•E 327.05' CORPORATE DRIVE NORTH r► � - �e�v 9 "+.PMT IL 587'55'02V KING CO. SCALE: 1" = 50 588'05'42 "E 1 0 0 m rli n 0 n ya O ' �g °w t8 S ..5 4 _ _ S8B05i_42 "E f - --+-- _ 629.34° x ICI �w �� I M 'I1I I I I�I1I��I Ili PROJECT NO. 3- 1905 -0101 0*00 *tact ®0 f R t:1. ° o o c e E a i a' '� Z ` , i i 1.r E N I i ,A g - -- MINKLER BOULEVARD o., 1. LOWE ENTERPRISES SOUTHCENTER CORPORATE SQUARE A. L. T.A. /A. C. S. M. LAND TITLE SURVEY DRAWING FILE NAME: S905ASOI.DWG 0 WASHINGTON a WLJI S88'05'42 "E 133 5 PACIFIC 3026 -112th Avenue N.S. P.O. Box C-97304 Bellevue, 116 00000 -030 Phone: (200 ez7 -o22o Pu: (z o 822-5341 lan Pe hlteMura Iroemantal Bmlasc yr ca I- LU cc co co cc 0 z I- 00 1 1 11 _>� �g11 g a � iJ 1 ¥ _ J1;1 o if g !s > if � > » f ill iiliiiali;l ;lk iii gila 4F1 aft04e 'L'DgHSE5 gS5gt > >g> ;V 1:51 i %11 >e ralhmUcal 1 ,1 If 01 i 14111111 illiliiiiiiiiiii11111 Mt 00e m $la!!ie! � tee 5lll eliE __o tl l1i ! 1111 I 1 j 111111111 11 i $ 11111111111111111H 1 iidI1hiIIi1iillhiII1i1iii 1111$11111,1liailli sss e5t3 tt �:cl : ��15 1�1a31Q m3tsae�r�19i�lYl�taI le w !3 ALB Al 666s B___ b :Winn Bbsa3' A 1 11 L011 Mt — U) 0 CC CA CC CI z I— 00 y 1 i la I i b $f F i I! if 11 WI. i \No I I MOM • ..A ■ ■. .U.. $411 1111 II I 11 1111 1 $ 1 <I C. yq ❑ 4D I $$ h h ° 1IN r ii Ali 1 I alimJaa 4B 1 I _ I c J61 eY�\ 1d$ l9 $i�ad� l it i i ij b g 1 1I ! 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'l� LLRv! !!e!!Q! l�lEn�N2a �!i Ilalm ER I a�gll1el1 1 011 stl1l �l! ca m�l9is IieeflereeteIlrltl W Wsml am�iuil1 km®liIMM6 Mill lhlli u. i � � 1 1111 1111IJ1$1!1�1I hI111f illJI 1I11ililitlii111 3en Notellilligh bli $ 1 11 11 11 U 111 11 11 H R a i 1 1 I I fl 1 1 x 1 5 c g "$ SQ higE20 het ill g Ill f�$ 1�':81 111 is : saga ll i €F 1 1410M1a1Mi§f1M 1 1 1 1. l N 1 1 I a uJ CC a U) w CC 0 CC 0 0 uJ F- LU 0 C/) I I 2 -J I 1 I J TIP. S RIP 2' -A' WDE REMOVE EXISTING LIGHT TIME MEW assa`3& 7AETTO'.AF`. OMI ` « RAMP RY LAYOUT /PAVING BLDG.12 or =1' -D• I EXIST. CURB CURB TO BE o ILONt '1 REMOVED NBBJ 111 South Jackson Street Seattle. Washington 98104 (2061 223 -5555 Fax (206) 621 -2300 ,09•5-' 1 / R.015 DES, ONE PAN' AS WOO. 7, DRAIN DWG SCAT A/IG 2i SITE PLAN 1 40' -0 50' 0 25' 50' EG!SRED ARCwNETEGi .r� woswnnary EXST. TRASH ENCL. TO REMAIN -PAINT OMIT W F ENCE. 100' OCR, PAVTUDN - S`F SHL A -5 I NEW POLE MCMTED DISAB.ED NO SIGN -ao 1 PIANTN Snrv� 1} ss EDR n'w `f >iA . ACCESS ST, --.4- P \ . �- T.5-0 W.. LESS PATH OW TEA CURB CUT 8 W'L`T'1CHAIR RAMP ''3 SLOPE 1/16 = i' -o L: 1 200' CONC. P AS RECD. V (SHOWN DASHED CH DRAM CONG YAT REMOVE EAST. STRIP - _- _ 2 4' WDE EXIST. CURB RY LAYOUT /PAVING BLDG.10 , 00'LL5 NEW TRASH ENCLOSURE. OMIT _ DEMO & REMOW EXIST. TRASH ENCLOSURE .0c '06Z M „6Z, Lt.LOS ANDOVER PARK WEST L AREA OF WORK 32Y PAMtlY1M SEf REMOVE EX6T. CONC. PAVING, AS RECD. (WWI BASTED) REMOVE ME [ills EI PT`. ____ - 2 PO SYII Sri FL 5-Cr YL CEDE. PALM PA111116 MALT= SLUMMY TOTAL PARKING STA[ES TOTAL HANOCAPPED STALLS DEMO NEW TRASB, EAriCSURE & MIT ROSE ENCLOSURE ESEIIING 1261 22 PRM?OSELi 1257 22 PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE - ISSUED FOR PERMIT - TUKWILA, WASHINGTON BLDG. 5 ONLY TYP-STRIP SIDE MEIN CURB CUT & rilIELCHAPI RAIPL SOPS DEW CS RY LAYOUT/PAVING BLDG.3 x/16• = r - f NOTE STALL 0116NNLNRE 21ALL FOLLOW MY OF TLJRWILA ZONING CODE 18.56_ ' !SP IcCAC. 11 TRDICH DRAIN SEc. 21 M. STRAP 2' -4' WDE ' NEW POLE TD. DISABLED I " Zara SIGN PL S}TABIk F� NEW ACCESS STALL - .; PS 5-0 ACCESS PATH NEW PLANTINGS 1/16' = 1' -0 I I i ! ! L DI I T M „6Z, 10S 5- REMOVE EXIST LIGHT TIXTURE D7ST. ��' CONC. NEW CORE CU & WHEELCHAIR RAMP 1.12 SLOPE NEW CURB TO MATCH EXIST. RY LAYOUT /PAVING BLDG.2 NEW TRASH ENCLOSURE_ MIT - DEMO & REMOVE EE EXIST. TRASH ENCLOSURE EIFS-2. PAINT TO MATCH REMOVE EXIST. LIGHT HXNRE :NEW POLE MOUNTED I OISABtID EKG. SIGN NEW CURB PT. SYMBOL - FOR NEW ACCESS. STALL i ENTRY PAVILION - SEE SIT. A -5 REMOVE EXIST. CONC. PAVING AS R (SHO DA91ED) ENCH DRAIN CONC. SEAT CONCJ/ ICING. 21- M. STRIP 2' -4' WDE PT. 5' -0' W1. ACCESS. PATH i I I I ,I A -2 1/16 = 1' -O EXISTING BUILDING 11 2 STORY F,F. =24.50 30,208 GSF OMIT i ( -.�i- I I i i I Y EXISTING BUILDING 7 2 STORY F. F. = 24.00• . LIU 19, GSF A EXISTING BUILDING 8 2 STORY F.F. =24.00 20,421 GSF OMIT 1118 EXISTING BUILDING 9 2 STORY F.F, =24.00 20,421 GSF OMIT PREP && PAINT EAST. MIL ROOFING TO MATCH EIFS -1 (NF). OMIT EXISTING BUILDING 6 2 STORY F.F. =24.00 20,421 GSF 1 ' 1 f3i 1 €cni Ill EXISTING BUILDING 5 2 STORY F.F. =24.00 15,421 GSF EXISTING BUILDING IiMI F.F. =24.00 19,421 GSF EXISTING 2 2 STORY F.F. =22.50 19,421 GSF I _ - _ 1a 'S'P' s -a 1 - 7.• II I' EXISTING 0Ita_,iA LRj BUILDING 3 y ' 2 S F.F =23.50 cc Y - 20, GSF LLe./ ---fff 6i Cs_ _ Q U EXISTING BUILDING 12 2 STORY F.F. =24.00 19,421 GSF OMIT X9,421 GSF O - .- u. k J �� -_ 1 ■ / L�� EXISTING BUILDING 1 2 STO F.F. =2 .50 20,421 GSF EXISTING BUILDING 4 2 STORY RY LAYOUT /PAVING BLDG.1 GENERAL SITE PLAN NOTES: 1. CONTRACTOR FIELD VERIFY 111 EXIST. SITE UTILITIES, LILTING, LANDSCAPE IRREGATION & Si ;E DRAINAGE SYSTEM PRIOR TO START OF WORK. - COORDINATE w /OWNER REP. 2. PROVIDE POSITIVE SLOPES AWAY FROM BLDGS. M ALL AREAS OF NEW WORK. 3. SLOPE CONC. SIDEWALKS N1% AWAY FROM BLDGS., TYP. 4. PAINT ALL ELECT BOXES & TRANSFORMERS TO MATCH EIFS -2 COLOR (V.I.F.) OMIT DEMOLISH AND REMOVE EXISTING COVERED WALKWAY STRUCTURE & LIGHT FIXT., CLOSE EXIST. ELECT UNES AS READ. - PATCH AND REPAIR PAVING TO MATCH EXISTING NEW TRASH ENCLOSURE - EXTEND EXIST CURB & PLANTING OMIT LEGEND ICONC. 11 r - 1 NEW CURB CU - 1.� & WNEEICHAIR RAMP 1:12 SL E NEW PLANTINGS, DEMO EXIST TRASH ENCLOSURE: (5 TYP.) REMOVE EXIST STRUCT. - PATCH & REPAIR EXIST PARKING PAVING. EXTEND OR EXIST LANDSCAPE ISLAND AS SHOWN TO MATCH EXISTING. EXISTING JUNCTION BOX 0 FOUND M0N01ENT -SEE SURVEY EXISTING EVERGREEN TREE EXISTING DECIDUOUS TREE EXISTING CONCRETE WALK EIasT. CONC. .j C r,Circfa:NE ®DOORS - OMIT - 111 South Jackson Street Seattle, Washington 98104 (206) 223 -5555 Fax (206) 621 -2300 TW. STRIP WDE KONG 1I CCNC. SAT �.WHC. 21 TRENCH DRAIN ®ATRUJM NBBJ REMOVE CLG FAAIG BANNERS ABOVE I 4 REPLACE DOM c\N REPLACE CARKT 2ND FLR. BALCONY ABOVE ? 9 Cis's") - OMIT - amy PAVE - SEE SIT. O � i PAVILION: Building 7 1/8" = 1' -0" 2 STORY ATRIUM F? —G. 7 BLDG. 6 REPIAM DOORS d ATRIUM - OMIT - DQ1L REPLACE CARPET AT ARMIN GROUND FLOOR, BRIDGE ABOVE AND LOBBIES. N OTE RELOCATE EYOSONG FURNITURE le PLANTERS AS READ. FOR NEW NCO, REPLACED 5 (SAME LOCH ) J REP ACE C0.RPE I , q- REFIA. DOORS REMOVE EYST. TILE - -J',' INSTALL NEW C. BORDER 7-4' WOE TV/4O04 DIAGONAL AREA 0 CORNERS, USE FULL HIES, TIP. W/ RN. EDGETILE M CARPET TRANSITION. ATRIUM PAVILION: Building 5 1/8" = 1' -0" BLDG. 5 O PAVILION: Building 6 If 1/8" = ElOST CC1C. l CENTRO( O DOORS TRENCH DRAIN CONC. AT SE 70 CCIC SE A-6 I ICoFC 21 Iconic. 11 M. SB8 2 110E EIOST. VAULT RUC* DOSE CONC PANIC FOR TMPKlA. NOTES 50 PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON NEW CARPET 210 PR 1ST RR SiADEE RDIODE DOOR t !ML Q HST FLOOR EffiS fTNE ID REIMWN ASPillef PL Sd 16 A003S PA1NF PT. SAl'MBIE KO NE! ACCESS. STALL —m- NE! P@AMMICS IOW CAM DDT t .12,12IWR RAMP T,I2 ROE ETR3 NEW CST 2ND RR MIME OG MIS &MASS MX. ROME VIIM. MGM H2O REPLACE NOM IN EMT - AWL SINNENONT /LOP ERG{ OF sat arum to UST. FM. FINE LOBBY /ENTRY: Building 9 1/8' = 1'-0' (MV FLOOR �) LOBBY /ENTRY: Building 11 1/8' = 1' -0' (2ND FLOOR SILL) ISSUED FOR PERMIT BLDG. 5 ONLY NOTES 2ND FIR: STAIN ➢DST. WM FRAME WIDOWS TO REMAIN )GONG. 11 REMOYC DOST. CONC. PAVING ENTRY r a. A- S E SR. A -5 1D REMAIN CONE. 2 - TYP. S1RP c TYPi ICAL. NOTES LOBBY /ENTRY: Buildings 1, 3, 6, 8, 12 IM. 1/8" = 1' -0" (2ND FLOOR SIM.) REPAIR AND PANT DENTED WATER 'QUNTAN CCETV P.RINGS c 2( ENTRY PAVILIRI - SEE SHT. A -5. I CDNC 2 - TYR STRP 7-4' RADE REPLACE VINYL STRAP EXTG. WATER FOUNT. WC. TLE EXIST. TLE TO REMAIN - ADD NEw NNri STRIP. EX6S WATER FOUNTAIN - CONCFAL WRING WHERE REQb. W /SURFACE MNT. PLUG MOULD & RECEPT. COYcR, TIP. REMOVE ENST.- WALL COVERNG - PREP.& PAINT BLDG 2.4,10. REMOVE SIGMA.. 71P. STAIRWfll PAINT EXIST. HANDRAILS AND WOOD CAP. REPLACE IXIST. LIGHT R%TURE W/NEW - BLDG. Z 4, 10. NOT= REMOVE ALL WAIT MIRRORS IN LOBBIES AND HANGING BANNERS IN STAIRWELLS, TYP. OiCOEN PAINT SCHEDULE: LOCATION 1ST FLR /2ND FTR LOBBIES STAIRWELL 1ST Fr e /2ND FIR vESn6uLE MEN WOMEN CEILING GM con ;PLR cm WALLS GM 1/8" = 1' -0" (2ND FLOOR SIM.) I '[ EQ. I EQ. EN1RY DOORS SEE SHEET A -2 FOR NEW PAVILION & PAVING LOCATIONS BLOCS. 2,4,10. I!� REPLACE DOOR - NEW DOOR FROM REP CARPET (SHADED) E %I TIlE TO REMAIN. OR ® 1ST FLOOR LOO. 1 DOOR ® 1ST FLOOR BLDG. 3 (EXTENT OF NEW CARPET). REMOVE SIGNAGE ADD MISSING TRIM TO EXIST RECESSED LIGHT FIXTURE S WHERE FEQ'D- SEE SHEET A -2 FOR NEW PAVILION & PAVING 1 1 - .372 1 . 1"S 1 ®SLOGS. 1,3,12 FOR TYPICAL NOTES SEE NOTE: DM. 12 HAS ELEVATOR - •:NT DOOR & FRAME II REMOVE MIRRORS. REPLACE 2ND FL CARPEL - SCOPE SIM. TO BLDG. 1, 3. EXTENT OF NEW CARPET ON 2100 FIR BLDG 2,4,10 AND 1ST RR BLDG. 4 TRANSITION OF NEW CARPET TO EXIST. FLOORING TO OCCUR AT CENTER LINE OF EXIST. DOORS, BLDG2 VERIFY EXACT LOCATION OF DOSING DOORS IN FIELD. PREP. & STAIN FlN. EXIST DOOR AND FRAME PAINT IXTG. FRAME REPLACE RUBBER BASE, Tr. PREP & STAIN DOOR. AND FRAME TC REMAIN BL➢G. 4 WALK OFF MAT LOCATION - AUGN TO DOOR JAMBS. WALK OF MAT TO BE INTEGRA. WITH CARPET, SEE SPEC. - COORDINATE W/ OWNER'S REP. PAINT ELEVATOR 000RS & FRAME MT REPLACE STOREFRONT N145000/000e& BRONZE COLOR - -SEE SHT. A -4 EXIST. PLYWD. N. WALL ( REPLACE Fl SGNAGE) REPLACE EXIST. EXPOSED AC-GRAGATE NC. CO W 1/2' W0. NOTE PROVIDE NEW CARPET lag AT SECOND FLOOR LOBBY AS PER FIRST FLOOR LAYOUT SHOWN HERE NOTE BLDG.10- NO CARPET READ. FOR FIRST FlR. STAIN DOOR AND FRAME ADJACENT TO ELEVATORS. NOTE FRONDE 10' WIDE CARPET BORDER AROUND PERIMETER OF 1ST & 2ND RR LOBBIES EMI AREA OF WORK IX r w RS N"8a DWe By Desaptm of lersas Sheet 0101 LOBBY PLANS Sod 1 /8" = 1' -0" App"oved By Deegoi NUBS Job Islubm 24646.00 LOBBY/ENTRY: Buildings 2, 4, 5, 7, 10 SIM. Drown JC NJH Checked SM TJme 6/24/97 Sheet Unbar GENERAL PLAN NOTES: 1. CONTRACTOR FIELD VERIFY ALL DIMENSIONS AND CENTERNNE C(NIDIOONS PRIOR TO START OF CONSTRUCTION. NOTIFY OWNER OF ANY DISCRFPALTO OR PRIOR TO START OF K. CONVICTS WOR .ERAL SCOPE OF WORK FOR 1ST & 2ND FLOOR 2 F LOBBY REMO IS S SEE P BLDG$ 1 DW O RU 12 AME SEE LAN OR TYPICAL NOTES. 3. COORDINATE ALL ELECT. /MECH. PLUMBING & FIRE PROTECTION SYSTEMS AS REDO. W/ OWNER. 4. COORDINATE NEW DOORS & HARDWARE W /OMIER`> SECURITY SYSTEIA REP. 5. RESTROOM FINISH SCHEDULE: NOTE REMOVE EASING WALL COVERING AND PREPARE ALL NON -TLE WALLS FOR SEMI -GLOSS PAINT. GWB WALL, M TOILET PTN WALL Get COUNS: P COUNTERTOPS REPLACE EXIST. PLASTIC LAMINATE WITH: NEVAMAR, ARP SURFACE, ENGLISH LACE TEXTURED, 5- 2 -85T. 6. NEW CONC. INSTALLED VATH ALL TOOLED JOINTS & MED. 0 5 11 / FINISH -SEE DTL11 A -6. 7. REMOVE EXIST. CONC. AREAS AS SHOWN. PREVENT SPA.WNG BY DOUBLE SAW CUTS OR REMOVING WHOLE SECTIONS EXIST. WO. JOINTS - SEE SPECS. PECE ED CITY o TUKWILq ®= 3 N c'• NBBJ 111 South Jackson Street Seattle, Washington 98104 1206) 223 -5555 Fax 1206) 621 -2300 EXIST GWB GWB TO MATCH — MUWON GLAZING 12 JAMB AT STOREFRONT = 1' -0 EXIST PLYWO SIDING TO REMAIN. 4 1/2 t BLDG. PAPER E.LE.S. ON 1" FOAM 1/2" SEALANT & BACKER ROD 1/4" SEALANT & BACKER ROD BOTH SIDES 14 STOREFRONT MULLION = 1' -0 GLAZING AS SC1$D. FREF1i1. ALUM MAIM ILAXAIC AS SCE€D. PREM. ALUM M IEAY PREFN. DOOR FRAME DOOR JAMB AT STOREFRONT 12 HEAD AT STOREFRONT � =1-0 G i3 SILL AT STOREFRONT = 1 ESt B! KC. 70 MANX 4 1/2" GLAZING AS SCE. PREIYBI. BLOW MIRi.RAB —DOME GLAZER HUN ALGAE P.AN, WAT 2— DL Eo CS' AU_ SEES. SS E IN sEAllisT 0/4' S<cAEAIET & BACKER ROD ROTH SIDES Vi CEPS NA24'O.C. (2GST FUN .BED. PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE e ISSUED FOR PERMIT TUKWILA, WASHINGTON BLDG. 5 ONLY EROS PLOWS SID1WG TO R EIAW. SEALANT Ti BACKER ROX ROTH SEES P1DrIBL BODY MISSIOOV lTSDE GLAND OO NG AS SG ED. 10 DOOR HEAD AT STOREFRONT = 10' a 11 DOOR SILL 3� = 1'0" TRANSOM GLAZING AS SCHED. PREFIN. ALUM MULLION PREFIN. DOOR FRAME MULLION BEYOND MULLION BEYOND PREFIN. DOOR FRAME ALUM THRESH w/ BEV EDGE ACCESSIBLE PER MFR —SET IN SEALANT EXIST FDN JNT. STOREFRONT DETAILS sc.,. AS NOTED npFrored By AN weber 24646.00 DWNNBBJ a YA NJH alai Date 6/24/97 10' -4 1/4" (BLOCS. 1, 3, 9, 12) 9' -6 1/4" (BLOCS. 2, 4, 10) ES. DOOR NOTE: FIELD VERIFY ALL DIMENSIONS & CONDITIONS ALL CLEAR GLASS, TYP. —SEE SPECS. TYP. STOREFRONT ELEV. 3/8" = 1' -0" tt , sleet na set R C cma A-4 . PERMIT CENTER SYMBOL OF ACCESS MNT. TO EXTERIOR OF GL w/ ADHESIVE. NBBJ 111 South Jackson Street Seattle. Washington 98104 1206) 223 -5555 Fax 1206) 621 -2300 _1' -11 1/2' O COLUMN PL4 1 /2' = 1' -0' i PRECAS CONC, CAP -SEE D 17 CAST P� ucH- J. (SHOWc 3OTTED) D 15 P -SEE 7 17 RECAS- CONC. CAP RECESSED ELECT. BOX & CONDUIT THRU CMU - SEE ELECT. SPECS. REINF. CMU COLUMNS w /8x8.16 NOM. CORNER UNITS REINF. CONC. FOUNDATION • -SEE STRUCT. LIGHT COLUMN ELEVATION 1/2 = 1 1 . -3 " 16 TYP. SCUPPER SECTION DTL. 1 1 / 2 ' = 1 ' -0 " PRECAST CONC. - PT FIN. SLOPE TO DRAIN 1 1/8" PER FT. C12 DIN. VARIES SEE PLANS 2' -3' EXIST. EXT. WALL (VLF.) TRANSLUCENT PANEL SKYLIGHT SKYLIGHT PNL & FLASHING `— SCUPPER: 12 GA. BENT MET OHIV. & PAINT RN. PRECAST CONC. CAP EMBED PL PER STRUCT. -GALV. FIN. Aar TRENCH DRAIN BEYOND -SEE DTI. SEALANT PREEN ALUM FLASH SS SCREW w /NES'RENE SEALANT TRANSLUCENT PANEL 1/4' BENT P SU MNT. LIGH FIXT -SEE ELECT. SPECS. ti $ /8: ! T JI %� Pt- 1' -6" SCUPPER ®TYP. ENTRY PAVILION: SIDE ELEV. 1/2' = r-D' NOPY DETAIL @ BRIDGE 3• I, = ()CANOPY DETAIL @ LIGHT FIXT. 17 PRECAST COLUMN CAP AXOMETRIC ' o L. LIGHT FIXT. SECTION 1 1/2' = 1' - 0' 1 1/2 = TS 3 1/2' SO. -SEE STRUCT. BUNG ADDRESS NUMTRS: (VAI$S) 1 % GARAMOND BOLD FTAUG' FONT 3/8' Cur STEEL PL, GRIM SM00TH VELD CONNECT. -NEC STRICT. - PREEN& 'SILVER METAIIIC' GALV MTL SCUPPER, PT -5 - SEE Oil_ 16 PRECAST CONC. CAP -SEE OIL 17 SURFACE LOB. CPU= PD(T. (DASHED) -SEE ELECT. RONF. CBA1 COLUMNS w /?.8x16 NOLL CORNER TRNTS I s T / *I TRENCH DRAIN BEYOND (DAB) RENE CONC. FOUPJOATION - SEE STRUCT. NO 1 ALL EXPOSED STEEL CONNECT TO BE CO NINE Mao & GRk D SILOIH -PAINT FWL ( PT -5 ) SURFACE MI UPJTGHT RICE I -SEE ELECT. SPECS. 1 1/2' = NOTE: Ali PREEN 16 F)X1URE HOUSING w/ & REINF. TOM at WAY ARCH TC£' PFS2 HEAD PERFORATED 0/A STAG(D CTRS. 6' 7x7,3/4' BASE PI. L 1,1x1/8' PREGN. BASE COCCClF GIBED PL N CONC. CAP _ ELECT. wan ECU COL TS 0 04 T t SEALANT SCH MT DE IS 3 1/2' D,. BLDG. ASS POKER PE L IUD TO C CHAN FOR MUER FL -SEE sraia - EMI BOX BEM) — 03211 BOLT CONNIECT. 'I, PER MIT FIXT_ UM 3_ = 1•-o G3 E33. EO. EQ. ---- OPEN TO SOUGHT BEYOND - 2 CULTIST. -SEE STRDCT OPEN SECT 00IDINT TALI CMU e 000NE) - rCICT. PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE - ISSUED FOR PERMIT - TUKWILA, WASHINGTON SLUG' 5 ONLY ) TYP. ENTRY PAVRJOIL FRONT ELEV. T`L = r a' 1 TRANSLUCENT PA ALM SSW MMiR. JIaG 364' BENT PL GUTTER N SKYLIT T SLWE RT TS TS5'ME WKINCI ' - � ^ .n!s'�.E4'E CCIMNgC3 f'RDM CU1E00 TC DG"NNSPDOT E MP ONEAUT `TI D R DETAIL @ BRIDGE Ed.ES. ON BLDG. PA TOOT I'LY&D G Huksm FLO NSLIJCSNT PANEL CII�T6ER TO IM. MNMS TS FRAME BEYONO 3'0 DOINIS'OUT BE''Yd CONNECT TO BINST ORA02 STRIEM (VLF_) OPEN UM FLASHING BY COT LER. COWEN. GANTRY 4' 5051 PL QFF ER SUPPORT S:YYLIGAT SIX'PILRT 5S1 L0NER SET EN SEALANT -SLID TO MARL REYCWD 2' SQ. 2 5A. GALV. STL SLITTER ATTACH TD STL CHAN — TRANSLUCENT PANEL PREFIN. ALUM FLASHING 2' FACE OF EXIST BLDG. - VARIES )TF) TS 3 1/2" SQ. FRAME BELOW (SHOWN DASHED) MET GUTTER & SCUPPER -SEE BLDG. PLANS FOR LOCATIONS. TAPERED STL BRACKETS BELOW (SHOWN DASHED) TRANSLUCENT PANEL SKYLIGHT w/8 "x20" GRID, TYP. TS 3 i/2' SQ. FRAME BELOW (SHOWN DASHED) C12 CHAN. (4 SIDES) - SEE STRUCT. SURFACE MNT, UPUGHT FIAT. BELOW (2 TYP.) BLDG. ADDRESS NUMBERS BELOW PRECAST CONC. CAP (4 TYP.) -SEE DTI_ 17 -� E.I.F.S. ON BLDG PAPER ON EXIST. PLYWD SIDING FLASH & COUNTER FLASH -SEE DTL. 12 SS SCREW w /NEOPRENE SEALANT TRANSLUCENT PANEL BENT PL w /BLOCKING -SEE DTL 16/S2 3/4' ROB 8 SEALANT 1' - 3' 1' -11 1/2" �' F.S. ON BLDG. PAPER ON EXIST. PLYWD SIDING TS FRAME BEYOND CANOPY DETAIL @ BLDG WALL 9 - )CANOPY = I' -0• CONTIN.. 1/4' BET PL CANOPY SUPPORT T ?PEKE() STL. T TS 3 1/2' SQ. 362kS ;i�TC R�YIIAIR BEYOND [ILES_ ON KM PAPER GUTTER DETAIL @ BRIDGE I S CUPPER DETAIL @ PAVILION O 3' =1'0' ()TYP. ENTRY PAVILION ROOF PLAN 1 / 2 ' = 1 ' o' Sorer Bede EXTERIOR DETAILS EQ. 6' - 9" EQ. 8' -11" 7' -6" ©CANOPY TOP DETAIL = r -0' ()CANOPY EDGE DETAIL 3 = Scab AS NOTED APPS By DeagwdNBBJ Crown SM, NJH Checked Dote 6/24/97 Job w,sw 24646.00 1' -3" I I' -11 1/2" RECErvEC cry cE ru!�Naa •CENTEi A-5 TRANSLUCENT PANELS (WHERE OCCURS) - SEE BLDG. PLANS TRANSLUCENT PANEL ALUM. FLASHING SEALANT STEEL I/O CUNTIN. BENT PL WELDED TD 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, TYP. 3 1/2' SQ. @ PAVILION � I TYP. CANOPY PANEL JNT. DETAIL 3' = TS FRAME BEYOND NBBJ 1 -6 14 TYP. TRENCH DRAIN SEC. 3/4' = 1' -0' 111 South Jackson Street Seattle. Washington 98104 1206) 223 -5555 Fax 1206) 621 -2300 5 -0' CIR. TO BLDG. & EQUIP. 4'0 EXTRA STRONG GALV STEEL PIPE w /CONC. FILL PT. FIN. (YELLOW) T/PAVING OR LANDSCAPING 15 2500 PSI CONC. FOOTING. TYP. BOLLARD DETAIL 3/4' = 1' -0' 2x6 TREATED WD PAVIJON 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.) PAVING �I PROVIDE 2' - SUP DOWELS 1 I 8 O JOINTS, TYP. 1x8 TREATED WD ® JNTS. 6 j 6' 4' MIN. FREE DRAIN GRAVEL NOTE PROVIDE 2 AIENF. BARS SIDEWALK SECTION —SEE PLANS. STRIP SECTION 3/4' = 1' - 0' 3 -0' MIN. CURB CUT PLAN DETAIL 3/4' = 1' RAD. MAX TOOLED CONTROL JNT. — SEE PLANS BROOM RN. CONC. PER PLAN 13 BARS 9 24' O.C. ES WAY — SET IN 2 FROM EDGE, TYP. EXIST SIDEWALK AS OCCURS tsST Si 7i, FLUSH TRANSITIONS TO ADJ. PAVING TYP. BENCH ELEVATION /SECTION 3/4 = 1' TYPR, BENCH PLAN 3/4 = 1 °yY TOP TO DRAM 014' Pc12FF Fi6WAAY 516001H AWOL FOE COMIC ALL 511ES LOT TANABrE (i CURB SECTION 1-1/2' = 1'-0' NTERGRRL CONC. CURB & PAO w/ RRF169 : OIL —SEE OIL 1I PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE - ISSUED FOR PERMIT TUKWILA, WASHINGTON BLDG. 5 ONLY 5' NAL, EXTRJDcEi CURB —MATCH —EXIST PROFILE (V.I.F.) 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 0 12' O.C. 2x4 TREATED WD FRAME w /2x4 STUDS 1D 16' O.C. 5/8' T -111 P{p EA — PT TO BATON EIFS-4 '0 STD G V STL PIPE COL . IN C. —BOLT WD FRAME E, TYP. CONTIN. GA GALV FLASHING EA SIDE PAD —SEE DTL 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 -1/2' = 1'—O' :_L `. TI NEI. Ode By De oven of Rey = Sleet idle EXTERIOR DETAILS SITE DETAILS see AS NOTED Approved By kb N,ber 24646.00 DAgcNBUJ Peen NJH Checked Dwa 6/24/97 RECENEp A-6 C.rtv OF ivriwlW 139 PERMIT ,DENTE, NBBJ ‘• N LI\ 111 South Jackson Street Seattle, Washington 98104 (206) 223 -5555 Fax (206) 621 -2300 EXIST MTL BOX 1 -1/2" SQ. WD TRIM SET IN SEALANT —PT ALL SIDES TO MATCH ADJ. EIFS COLOR EXIST. WINDOW MUWON BACKER ROD & SEALANT WRAP EIFS ON 1 -1/2' FOAM 1/2" 16 EIFS @ WINDOW JAMB 3 = 1/2" SNT & BACKE ALLOW 1" OPEN SPACE AT EU. END FOR DRAINAGE 22 GA. MET FLASHING (MOWN 0 RIGHT) CANON. 1 -1/2' SO. WD TRILL —PT ALL SIDES TO MATCH ADJ. EIFS COLOR EXIST MIL BOX 12 TYP. HEAD AT METAL BOX 3 = r-0' I / / /.�////l %. ,f BLDG. PAPER OVERLAP EAST. SIDING 14 TYP. JAMB AT METAL BOX (SILL SIM.) 3' = r -o• EXIST. SIDING 3' = r - 0' `•o- r 1 � FLASHING DTL I 22 GA MET FLAWING BLDG. PAPER EIFS ON 1 1/2' FOAM, TYP. 1/2' SNT & BACKER EXIST. HM DOOR FRAME COLOR PRIME & SEALANT EIFS ON 11/2' FOAM w/45• TAPER TO JNT 0 FRAME & ALLOW FOR DOOR SNING, TYP. r — EXIST. SIDING TO REMAIN. UNE OF EAST 1 30 LB. BLDG. WINDOW SILL BELOW PAPER EIFS ON 1 1/2' FOAM BLDG. PAPER OVER FLASHING EAST SIDING 1/r SEALANT & BACKER ROD, TYP. PARAPET FLASHING —SEE DTL 1 SADDLE FLASHING —WRAPS BEYOND 9 SADDLE FLASH SECTION 3• =1' EIFS ON 1 1/r FOAM BLDG. PAPER 1/2' SEALANT SOT ALL AROUND PIPE w/ BACKER Rim, TYP. EXIST. SIDING COND. AT TYP. PIPE PENETRATION 3' =1 -0' EIFS ON 1 1/2' FOAM, TYP. EIFS ON r FOAM 30 LB. BLDG. PAPER EXIST. SIDING TO REMAIN *METAL DOOR JAMB (HEAD SIM.) 11 CORNER RETURN - PLAN VIEW 3' =1'—G' EIFS ON 1" FOAM BLDG. PAPER EAST. SIDING COLOR PRIME BACKER ROD & SEALANT EXIST. WINDOW FRAME 12 WINDOW JAMB 3' =r —O' PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: ' is EST \CRT SADDLE FLASH AXOMETRIC 3' = r—ar = r-Ar = WASHINGTON BLDG. 5 ONLY SOUTHCENTER CORPORATE SQUARE - ISSUED FOR PERMIT WW2 PATONIATAI i t 1 � 2" CENTER ex &L ON MO_ IlOQON MIAIHONS, OR ABM EDGE CIF REVEAL WIN COME ETNat CF ERAS MI0000R AT EMS OF MOW a Y. —SEE 8150. REVA OHA. TYPICAL VERTICAL REVEAL IE7615TLN& FIASENG— OLUT TO IOW AN 1' TAB AS WIN. — VIRE NOSH CLAN, PREP & PI TO MATCH AU EIFS COLOR 22 GA MB_ FLARING SET N SALVO - SEE 011 3ELOW EFS S5'S"EIt ON 1 -1/7 FOAM MIN• PAPER EMI SONG WIDOW SILL @ 2nd floor 3 = f—d' DST ReaDONS SO BEVA1N USING FLASHING TO RAMA41 AS SHOWN — WRE BRUSH CLEAN, PREP PT TO MATCH ADJ. EFS COLOR 22 GA MIL FLASONK SET 1N SEAUUIT —SEE ER BELOW EMS SYSTEM ON 1 -1/2' FOAM LTUHDT80 PAPER WRIDOW SILL @ 1ST FLOOR �— EIFS SYSTEM ON 1 -1/2' FOAM L FLASHING DTL 7 NOTE COORDINATE PARAPET - LASHING 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 EXIST WALL CONST. TO REMAIN. EXIST PLYWD SOFFIT (NOT LEVEL) —PT. TO MATCH ADJ. E.I.F.S. FIN. COLOR TYP. SOFFIT SECTION 3' = 1' -0' EIFS SYSTEM EXIST WALL CONST. TO REMAIN. EXIST. FLASHING, TO REMAIN TYP. SILL SECTION 3' = 8y DsSeitlf. n of Re mars ON Lde E.I.F.S. DETAILS 5o4e 1 -1/2" = i' -0" TREATED SOLID BLOCKING 24 GA GALV. MIL SNAP —ON CAP FLASHING w /SUP JNTS. A 12' -0" O.C. —PT TO MATCH ADJ. EIFS. CONTIN. 20 GA. GALV. CLEAT PLYWD FILLER AS REQ. E.I.F.S. ON 1 1/2" FOAM 30 LB. BUILDING PAPER EXISTING PLYWD. SIDING (5/8" THK) EIFS MECH. FASTENERS ATTACH TO EXIST SIDING (TYPICAL) ON 1 -1/2" FOAM 30 LB. BUILDING PAPER EXISTING T -111 SIDING (5/8" THK) - lo- - /2^ TYP. HORIZONTAL REVEAL SEC. 3' = PLYWD FILLER AS REQ. REMOVE EXISTING CLEAT (SHOWN DASHED) SLOPE TO DRAIN A 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 FN. EDGE —AUDI 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 B 24" O.C. SET IN SEALANT / — REMOVE EXIST EARTH AS REQ. NO WIRE BRUSS CLEAN EXPOSED CONC. NEW GRADE ONE GENERAL E.I.F.S. NOTES 1. FINISH SURFACE OF EXTERIOR INSUL & FINISH SYSTEM (EFS) SHALL HAVE LESS THAN 1/8 IN. UNDULATION PER 10 ET. 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/ 1/8" MAX. UNDULATION PER 10 FT. FLAT BAR. REPLACE DETERIORATED SIDING PANEL SECTIONS AS REQ. 3.CONTRACTOR TO FIELD VERIFY EXIST WINDOW CONDITIONS PRIOR TO START OF E.I.F.S. APPLICATION & CONFIRM INTEGRITY OF BLDG WATERTIGHTNESS. — NOTIFY OWNER OF ANY CONFUCTS. 4.DEM0 + REMOVE EXIST TRIM & FLASHING AS SHOWN. nppraed By .bb hkrbeT 24646.00 DAN NBBJ Dram NJH decked Dare 6/24/97 Steel RECEIVED A _ �/ CITY OF iL'MNlLp PERMIT CENTER NBBJ ®EAST ELEVATION = 08 WEST EL E!A?!ON 1/8" = 1' -0" 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fax (206) 621 -2300 (3) PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: ADD €FS 10 oast [EDGE S11611Cr. (story DARED) 119_ e ELEVATION i1 H SOUTHCENTER CORPORATE SQUARE - ISSUED FOR PERMIT TUKWILA, WASHINGTON BLDG. 5 ONLY EL x1X BUILDING2,41 Nether D. By Descrptro d Reny= Sheet Title EXTERIOR ELEVATIONS Skin application, color key so, 1 /8" = .reared By Job wther 24646.00 Dewed NBBJ Dro. JC add Dma 6/24/97 Sheet Nrynher GENERAL ELEV. NO 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.T.) 4. REMOVE & REPLACE EXIST LANDSCAPING AS REQ. — COORDINATE WITH OWNER REP. 5. PAINT SOFFIT ® 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 0 MEDIUM: EIFS -2 0 DARK: EIFS -3 PERMIT CENT.~ Mall. 3, 9 (3) ,) NBBJ ®EAST ELEVATION = 08 WEST EL E!A?!ON 1/8" = 1' -0" 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fax (206) 621 -2300 (3) PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: ADD €FS 10 oast [EDGE S11611Cr. (story DARED) 119_ e ELEVATION i1 H SOUTHCENTER CORPORATE SQUARE - ISSUED FOR PERMIT TUKWILA, WASHINGTON BLDG. 5 ONLY EL x1X BUILDING2,41 Nether D. By Descrptro d Reny= Sheet Title EXTERIOR ELEVATIONS Skin application, color key so, 1 /8" = .reared By Job wther 24646.00 Dewed NBBJ Dro. JC add Dma 6/24/97 Sheet Nrynher GENERAL ELEV. NO 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.T.) 4. REMOVE & REPLACE EXIST LANDSCAPING AS REQ. — COORDINATE WITH OWNER REP. 5. PAINT SOFFIT ® 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 0 MEDIUM: EIFS -2 0 DARK: EIFS -3 PERMIT CENT.~ — L- - BRIDGE BM. BIDG5 7 & 9 ONLY larN; L 00.000•A 1/8' = NBEJ (DBLDG. 5/west, 7/east ELEVATION 1/8 = V-0" BLDG 6/east 8/west, 9/west ELEVATION 1 /Er - 1' o" BI_D,S4west, 8/east, 9/east ELEVATION 111 South Jackson Street Seattle. Washington 98104 (206) 223 Fax (206) 621-2300 — ©- (3) c)BLDG. 5/east, 7/west ELEVATION 1/8- = I tf ...__JI IL_ 1 ITT i :, ---■ ,,,,,, 1, ** *"7".• 11 - - - © (0 OAK c K11 AMIX91 Al 9WC. 9 CRY 1 7 le 9 SILO PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON /8° - f-ff BLDearetrouth, 8/north, 9/north ELEVATION ®BEDG 6/north, 9/300, 9/south B_EVATION 1/8• = r-Er SIEGE SEVEN BYJIGS.. 7 & 9 OEN ISSUED FOR PERMIT BLDG. 5 ONLY I I I I I ®BLDG. 5/no rItt 7/south ELEVATION ()BLDG 5/south, 7/north ELEVATION 1/8" = (3) BUILDINS-6 N mbs We By Descrtgiot of ReVtions Steel EXTERIOR ELEVATIONS Skin application, color key BUILDINGS 5,7 scdo = ILO" Approved By Job !Amber 24646.00 D.s.ANBBJ Draw JC axid.1 an, 6/24/97 Steel Aldter NOTE: SEE SHEET A-8 FOR GEN. NOTES At E.I.F.S. COLOR KEY NBBJ 111 South Jackson Street Seattle, Washington 98104 (206) 223 -5555 Fax (2061 621 -2300 General Structural Notes (THE FoLLOWINS ?� : _Y Uv5 SOSN\ 01,-.WISE ON - O DRANN55.) CRI TERI A: 1 . ALL MATERIALS. WO YMANS-:P. FFiu\ A\7 C0STUTICN 5,A -_ CAN=OR, -0 7,E DRAWINn SPECIFICATI0S, AND -o ANORM 5..:S :N6 COD- )1..4 052 0 2. 175165 LOADING CRITERIA: ROOF LIVE LOAD E F5F FLOOR LIVE LOAD (O -ricou 50 PE STAIR AND CORRIDOR LIVE LOA. 1 P ESP NI ND 00 MPH, EXPO EARTnOJ.Atc ` P.,ENS FOR ADDITION .....AD :N5 ;R; .1A Z1A, E 3 5. STRULTJR DRAWIN65 SHALL 5=. IUSD \ L JIGTI'0 Ai AR 3!TECTRAL DRANIN55 FOR EDDINiS SO CONSTRICTION. C0�NTRA:70R EALL'✓� FY D :ENSI0NS AND CONDITIONS FOR COPATIBILITY S7 SHALL NOTIFY AR.n:O OP ANY 71y .AC15 PRIIO2 TO 60s 78.X710,, JPTRALTOR 5,,L `I R17 AL EXISTING DIMENSIONS. MLPR, SIZES, SO UINDITIOS 016106 TO C0S"€. Ie iN5 ANY WORK. L D71'r'NSI01E OF EXISTTN6 CONS R L' T 01 S ONN ON THE DRAWi SIO ARE NEED AS 15JIDE.7NE5 ONLY AND ALE r VERIFIED. 5. CCNo2ACTOR SHALL P. - co! :DE T3O.76ARC SPA IN6 FOR DE STRUCTURE AND STeZ7UR+L COK.OfalT5 UNTIL AL FINAL C0NNECTI0NS MAO SEEN COW= IN A;C0t2A\0E WITH TOE PLANS. 6. CONTRACTOR SHLI r R 5 OS_t FAX ALL SA =T , . OJT! S 550 -.+E EY T S75, Tom HNIOFS, .'FS OR PROD., I€9U1 TO P'_ 77 1vRC. 1. CONTRACTOR- iNITIAI (AXCr TA` T 5r3Ri T :\ 6617155 70 THE .AA..HI TEL7 .AND STRYTI R L ENKINEER FR APP69 /AL e'R'CR TO FAXICAT:ON OR .,0N.TRZT70\'. CHANT 5E055 ON S!p DRAWIMSS ONLY WILL NOT SATIO, THIS Er leAAE?.1. 6. P AA NSS IADICAIE 6EERAL AND DOPICAL ET 15 OF 0015T2167I0N. W CONDITIONS ARE NOT SECIFICALLY .NOI..AI D 3l AE 5 SIMILAR CHARA n 70 }_ - fA :S SHiMN, SIMILAR DF.TAILS CO5TLLT!OI AS . z USED. 52u TO E✓iPO AND APPRO✓A- BY DE ARCHITECT AND TrE STR,YT;RAL A. AL STRUCTURAL 5`ST AS Wr1C E AE TOE COFFEE O` TO E FIELD DEED MALL EL- SJPHNI'SD BY THE SIPPLIR DRINS MAVJ=A;T,R IN15, M' I HANDLING, STORAGE AND EMTifN IN rCC00ANLE WITH S1STR.4TIOS PREPARD 3Y TAS 9JFP.!5. 10. SHOP DRAWINYS FOR EINF0Z;IN5 5TH (FOR DM COGETE SO MASONRY C0N5TRUCTIS0, AND STRKTURA. STEAL SHALL BE SEMITE) TO TE N 611TECT AND 572JLTURI. OISI14JEER PO.R REVIEW PRIOR TO FABRICATION OF MEE 17E5. II S{rP RAWINFs EV €B5: 15MEN51 5 AND 0 IA ITIE5 AE NOT REVIEIFD BY THE MIEN O FEED, 1I =0rs NJST B= °k4!FtP 3Y Tr€ C0N11A470R, COOTRALTO.R MALL EVIEW AND STAMP 055155 PRIOR TO EVIEW BY 551155 OP Ems. SF3MPTTAL5 SHALL 1NU-UDE A 73120DULIBL'E AND 55 COPY; R' 5LIELE HILL z MARC; AV IETIRrc.. SOP DZAWI45 SBMITALS WOME5 5Y TM 35,1555 AE NOT CHANGE ORD55. TM P/T805E OF DRAWING SJ314I r� L,LS 3✓, T.€ LOOTRALTOR IS TO DEGOti10ATE TO TM 55114 THAT TI€ CONTRACTOR IS TAWS TEE TFS13N LCAN ' r S, INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED 1.10 INSTALLED AND BY DETAIL:NS Tr FAOICATICN AND INSTALLATION METOPES. IF DEVIATIONS, DISCFREPAWCIS, OR CONFLICTS ziWEN RE DRAWING, eso rTAL S AND T CONTRACT DY,U,"ENTS 55 DI% *10° EI ER PRIOR TO R AFTE M0. WAINY ."i.r7:TTA<:.5 5 55IOO BY T€ EGINBR, TIM 75155 RAWINSS AND SP +IFICATIOS MALL (MM.. SO SAL 5 FOL0ND. SHE TR. Ae ee OF MI60 BALD L0e0et75 INCLUDING ELEVATORS SHALL INCLUDE The 5FS15VIN5 PR7FESILNAL 55555'5 STOP, STATE OP W SAINSTOII AND Mk! BE APPROVE" BY FE L080NE 1 DE5IMER PRIOR TO O ORY EVEN BY ME Ek51NE =x-LC CF 1..5 FM LOADS 1M5055 ON TIM BASIL MOUE TFE LOPOetr T5 CANP0ET 05515 15 REFOCELE FOR 055 C0EORMAWE_ AND ALL NECESSARY CONSLTIOS NOT PFEIPICALLY CALL-. OT ON ARCHITECTURAL OR STRiOTJRA -I OZANII 5. MOP MAINE Rik!. INDICATE MA5N1117 50 DIECTI0N PAL LOA7 IMPOS.D ON BASIL 515X1UE. DESIGN CALCULATIONS SHALL SE MADE A'VAILABt UPON fEWET. 12. !! T!Oi: L 00570 COL:ULTION 0�4ST 1= ET€LTICN MASONRY CONSTRICTION, STRUCTURAL 57M. FABRICATION AND 55OTION ( 10502DINS FIND 050INi5 AND HIGH- STEHSTH FIILD 900.7155), 55555150 BOLTS NV T-AW-A.M 55505100 IN5ERTS, EPDXY 005005 !NSTALLATI0N5, 0070072 S-EARNAL NAILiN5, AND 1!OP,RIGN NAILING MALL SE 05500/]07 IN ACCORDANCE- WITH S0TI0N 1101 C= Tr UNIFORM SAIL0ING, COE AND Ti f O.E•T SEMP;CAT105 BY A OJALIFID 1151005 AGENCY DEIGN/ATD 3Y Tr ARCHITECT. T. ARrI TILT AND STRZTLOL 3515 Sim 00 FUR:1510 WITH COPIES OF ALL I!O TI0N RENTS AN TILT 5I T5. FOUNDATIONS 13. FOUNDATION NOTE ALLOMBLE SOIL Pr€59JE AND LATERAL EARTH PRILSJE AE *SUED AND 71 LZ' 4 010 17157 5 VERIFIED BY A OJAL [FIE" SOILS 0565552. IF SOILS AE FOUND TO BE OTI-EM THAN A55515, NOTIFY Tic' ST0KTiRAL 36.1N FOR P55550 FOUNDATION RE7556N. FOOTINGS MALL BEAR ON FIRM, 1501571R6MD EARTH AT LEIGT I8' mail ADJACENT FINISHED GRADE. U 6.605 0PrER1I0 0555, FSO<ISS SHALL BE 054155 5500 C0.00*0S OR WALLS ABOVE. 0YKFIL BEHIND ALL AININ5 WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAE. ALLOWABLE SOIL PEEVE 2,000 PE LAT1A- EARTH PRE'SSSIS 35 PCP 14. DE4CLIT!ON: 0501500160 SHALL VERIFY ALL EXISTING CONDITIONS BEFORE 0560500100 ANY DEMOLITION. SHORIN0 STALL BE 1ASTA1 D TO SUPPORT EXISTING CONSTRUCTION A5 EOJIRD AND IN A 4500 2 SUITABLE TO THE WOK EGUEN✓5. EXISTINIG, 054F0LIM5 SNAIL BE SAVED WERE AND A5 NOTE" ON TAO RANG. SAW CUTTING, IF AND Y+'J€ U5D, SMALL SOT CUT EXISTING REINFORCING TOOT 15 TO BE SAVED. DEMOLITION 503615 SHALL NOT SO A! A'FD TO DAMAGE OR 5060040 TI€ EXIST!00 5105015RE. LIMIT 0545TRUCT154 LOADING (I40D0UDIN6 DEMOLITION 7ERI0) ON EXISTING FLOOR SYSTEMS TO 40 PSF. A. AL NEEM 0PENNIN55 THR0U6H EXISTING WALLS SLAM AND BEAMS SHALL BE ACCOMPLISHED BY SAW 0JTT5006 4+550 i POYI5E. B. CONTRACTOR SHALL VERIFY ALL 0)(151155 0551110N5 AND LOCATION OF teem 0IOR TO 0U5TIN5 ANY 0F'ENIN65. C, MALL. ROUND 505050065 SHALL BE A,L0MPL!5HE0 BY CORE DRILIN6, IF P055IBLE. 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 SONCKt1t 15. CONCRETE SHALL S= MIX'5, PR(P5505EJ, CONNED AND PLACD IN 00C0RDIKE WIT? L 05'75.04 ' 405 AND ACI 301. C55_ SHALL ATTAIN A 28-DAY 57656 54 OF f'c = 2,500 PSI AND ?MX 5506. CONTAIN NOT LESS THAN 5h SACKS OF WENT PER CUBIC YARD AND SMALL IM P5555I0NF1 TO ROME A 5.390 CF 5' OR LESS. TEE P.1950050 4 OF GENT 505 MIRE ✓500075 O" 90150 mxr 04- IF A COQ 01'550500 MIX IS REMITTED TO TIE STRJLTURA! 06INEN32 NOME 05106 :* DEMENT FO,e APPROVAL TWO IN .5 PRIOR TO PJGINS ANY Cam. 1Ec COQ FEFORIANCE SIX SaL NUM TM A00515 U CrOVET, FIE AND COARSE 0651R5ATE, WATER AND !MIXTURE AS WEN! AS TOW WATER 613M RATIO, SLOP, CONCRETE YIELD AND 555TH \T SATINS ST5'%' 104 DATA IN ACC555500 9114 ALI 315 -00, 05000732 5_ IL /IEN OF MI0 5/5MITTA S BY TIE E465055 OF RECORD INDICATE ONLY T-urr /05551150 PREMED 00[01065 SMALL,' 9111-1 CONTRACT Dy1U05015. CONTRACTOR OR SLIER 005007AI0 FIAT! 5551. OILETP FOR SPECIFIED P22FCR1A5CF_. AL L OGLk_FTE 61TH 9.0AG3 005005 TO STANDING KA M SHALL 3E AIREATRAIND 65TH AN 510. 051511 0550 546 TO 1004 U.B.L. TABLE 15 -A -1. CONCRETE MAY BE 0_9000 BY Tr '007T0E7E' NET -OD, PROVIDED T+€ APPR0G00. TESTS, AND iI 11055 55155 BY TrE 05106560 DEPARINEiT ARE 03TAINL. 51!0TOLFTE MATERIALS EOUIPN€.NIT, FRYMNES, PRJP0R1I55, BAT0HIN6 AND '050105 AND PL9G30T MALL EE IN 500555NeE WITS ACI 5568 -50 AI'T INN' U SECTION 1022. THE 'SIT( ' N€Tr5 MILL NOT E 011 WITHOUT MAKING M0IAL ARRAY 0550 50C.l:5 ONr6 AND 075!`00'6 ALES STR✓TIRAL MAKINGS AE SPELIFICI LY 0TAIL0 TO AGL6005410 307 a 105. 16_ EINFOZINIS 5TTE.. SH SO ETAILE 1 I0561IN0 HU565 040 00555 IN 000 005 WITH ALI 345-82 AND 318 -89. 0P ALL EINF 'TS IN 005AY00 WITH 'T€ 05510 100 5 AND 00565015 L55T E1.01JLE.' FRA ✓I0 005652 BAS AT ALL POLL AD POOTINS ! u_ - T IONS. iA° ASJACQ55 MATS OF PEM HIE FABRIC A 05055. OF 5' AT 5ETT5 M0 ENDS. NO ENE PARTIALLY 0ir�F IN Fikrzao COY.RE1'E MALL F FISD 0015 OJESU' 55I =[ „ Y 50 DETAILED' OR APPROVE 51 TrE 5T55TIRAL 0'5555 17. CONCIE7E 55770TI55 (CO✓% FOR 054F0RL100 ST= MALL. E AS FOB: F05 IN55 AND 011E2 MORD SURFACES CAST 6AIAET AND 00 EXPOSED TO ESOTS4 '0005 5005050 0X TO EARTH ( i.e. WALLS BELOW 6 .5555) OR FEATHER (=6 5AS (PS EARS ORSMAOLM... COJLN TIES OR SPIRALS AND 0004 015551FS 9/..AE6 AND HAU S (INTERIOR FACE) GREATER O` (600 MATER KM r`) or . . IS, GAS,r- SS A 5... : 50= ARCHITECTURAL 50605065 FOR EXACT LOCATIONS k0 0555106 lr Dom 55 ANNDO WONINGS IN AL 00000050 04055. SE 50.51515 ER 51E 060 LEAT150 MI5C8J_0505 S N€ONANICA. 005 70100 5044 COY YE HALLS. SE2 AR041 TELTIRAL I RAW14606 FOR ALL 556000-. NJTCF5S, aIA/413E, FEATUE 550505, C.O.O.R TE7CD'U .. AYE" 0105:.4 FIN15H 005656 AT AL EJP0520 CONCRETE 5J1FA65, EOM CAST-IN-PLACE AND PRE.AST. MASONRY I9. CONCRETE MASONRY UNIT HALLS MALL S= 0 0 06 55 0 55 OF GRADE N', TYPE 1 CJA'FORMIN'E TO A51M. CFO„ LAID IN A RANI* BOND. MORTAR MILL E THE 'S' FER TABLE 2P -A OF 160 5550. SRET 000CLL 0550 Y TO LEL E2.510005410 AND ATTAIN A 9191NOICEPRESIVE STRENGTH OF 2,000 PSI AT 25 DAYS, 55150 Fro = 1500 PSI. 511E015 MALL SE 55650 D 3Y 09505 0751105 10 00055050! 0 04 USL 051150 2150.3, LOST5' {: ' ai IN ACCORDANCE W €TH Lac TA$.E 21 -0. 550 SCREED 05 E)21 LPLES. NOTED OTHERWISE, PROVIDE TAE PVLLSNIN5 001050550551, IN 60511 0N. 55/500 (I) PS (94 N 6' AID 4' WALLS) VERT. AT EACH SIDE OF 0PEI11 53 AT WALL CCREE AND INTERSECTIONS AND AT - rte ENDS OF WALLS AND (2) 0 E (5 N 6' FICA LM AND NO N 4" WALLS/ 1H Z_ AT ELEVATED FLOOR AND R09F LEES, AT T0P5 OF WALLS AND ;WYE A0 560011 ALL 0541005. A"= HORIZONTAL 01!50560 501 SMALL E PLACES IN BOND BEAM. EXTEND 055550 CJ39N'T 502555 5500 L5 SOSO P00 R 0PENNS. IF 2' -0' 15 UNAVAILABLE EXTEND 75 FAR AS 0105 15! E AD 4050, 01%51500 CORNER SAS '10 LAP HRIZO■TAL REMELT* AT CORERS AND INTELTIONS. ALL. OILS 00N1AINRNS EI4F0RLa5YT OR 0 FD 5155 AND ALL 5605 EWA RIDE W:TA SOOT_ Pik ✓ID°_ 0.-EvJT HOi AT 90: ,04 OF ALL ILLS 055650010005 ANCFMJRA6E. 20. EPDXY -65655 1 7040 ('5000055 RES OR 0@FORCIN5 BAR,1 501 1010 ON TEE DR0i6;NE5 MILL r_ EE IIETiAJ P7 15050 4150 ESIN AS MANUFACTURED BY HILT[ CM. INSTALL IN 5741LT Wr. 6 1.6.5.0. REPS N0. 4016, SPECIAL INSPECTION Cf IRTAI.FTI0N I5 050155. ROE SMALL E :MTN 0-301 5)0005 0144554500 415700. 2 DRIVE 0155 AND 0Tr3 PODFR- ACTUATED FASTENS MALL BE LOW YEEITY TIPS 15505105 PEE,. 0.14' 01551ER UNE-5 0106615E WED) AS MANUFACTURED BY RA2 /RE" FEW OR 5 Aa PROID 5 00150015 IN STRENGTH AND 000 . INSTAL IN STRICT AC.C5A400 SITH I.L.V.O. EPRT NO. 1630. 5615:55'10 EEDENIT IN COQ. 100 SHALL SE I' UN -E55 0 }5541SE 0000. MAINTAIN AT 50613" 70 NEAN COKETE ESE. 22. 01005105 POLE INTO CONCEDE SHALL BE INK BOLT II AND '10555 015515 INSERTS INTO C.O." SMALL BE SLEEVE AN(M0.RS A5 MANUFACTURE) BY HILTS CORP. PETALLED IN STRICT gwayma 6567TH. 1.0.0.0. RPORr ND. 4621 INCLUDING H59I14JM 05500NT 55J1000150 SJILTIT1A100 FREED E' 0(RITRAC760 SHALL BE SUBMITTED FOR REVIEW WITH 1 .55.0.0. 055650 INDICATiING EY2 51.0ALE AF 55A ER LOAD CAPACITIES. 70105E PRODUCTS ARE NNal RATE" FOR I' 00 10 005581 1)0015. 5515. 10FELIIOF IS EOUIRD FOR ALL EXPA40550 BOLT AND INSET INSTALLATION. STEEL: 4' W'v U HALLS 8' HALLS 10' WALLS IT WALLS 0 40 45'0. 557 0 40 48'0. VERT. s:5 N 46'0. VERT. >O N 40'0. VERT. P5 N 32'0. VERT. r Oda. HIM -DINT 0 0!1010.5556 AT 8'0 125 =4 N 48'0. IRIZ. (2) =5 N 48'0. RORIZ. (2) 5 0 48'0. PORTZ. (2) 50 N 40'0. FM!. 23. 511RUCTURAL BIEL I40L00104 PLATES AND ROLLED SHAPE'S, SHALL WORM TO ABM 536, = 36 551. 5755 FIFE MALL 00501064 TO A5114 A-53, TYPE E OR 5, RRAiz 5, Fu = 5 552. 519001565% TIEING S:0L 00050064 TO A5111 A500, 6RADE 5, Fy = 46 K5I . ANCHOR SOLE AND CONcCT150 52-T5 MILL C091T55 TO A5TH A'A1. 24. 5555 FL5URALLY 0X0055 STRUCTURAL STEEL SHALL CONFORM TO 51TI01 10 OF TOO A000 COD- OF 5v5DAR7 PRACTICE FOR 5T®. 1055.0INY AND BRID65, ADOFTD 0614055.6 1, 1 SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON E. .AL C;_ E* MILL IN C,OFOR00005e NI 0 0.1.5.5- AND 5.0.5. STANDARDS AND SHALL BE P550005 BY 5505.0. C cc1:IFT NEERS MING 010 XX 100500105. O°EY PTD21JAL IFi0 revs (A5 DEFINED BY A_W'-5.) MILL E D. WESI75 OF RAF- 50 050150 INS BAS (IF EOJIRE") SHALL BE P550005 USING 5.50 1E71* 51 Z, AE 40 0010 DUNS BA% (IF EMIRS) SHALL BE r'�v.J0E3 THINS 0105 0 ,,0J�` -_ 11055 WITHIN 4° 0= COLD BENDY IN 050055556 5775 15 NOT P c0 7.05. 5- Rc11EGF4.IL15 NEE 55 MATERIAL 515050015 OF WELL BAR5. "DOD: 26 SHALL E CAI 5505 56 50-50, AN) 5RA... AND Mum IN CONFOR1ANCE WITH W.C.LO. STANDARD RA31N5'x•10E FAX WET 0057 NO. li_ 1)64155 TO TIE FOLOWINS MINIMUM STANDARDS: .0E0'S-. I 0rcF1 ' ;R NO. 2 MINIMUM, BASIL 5=155 FRES, Fa = 850 PSI, Fv = 75 PSI (Et AND 4x1M ) 05- FIR N'J. 0 w5N1MlMI BA550 05135 5755, Fb = NI! PSI, Fv = 15 P51 EAM 55 SINGERS, I S0 LUST 6x AWE" 5355 E ii PETSA 6;, Imo) (6x50 EWE FtA1�5,.. L v..c 0 055 LT.r 50 1555.15 FIR 570. 1 NO1IATNUN BASIL 1%15N E05 S, PS = 1550 PST. F: = 85 F55 45000 -0 NO. 1 MINNUM BASIL li5I6N STR5S, rc = 5500 051, E = 1500 K51 3O:ELA5 FIR NO. 1 WINTRY BASIL 55190 57385, Fc = 1000 PSI, E = 1400 051 :LEY .0774 ND. 3 OR STUD 5RA1E FINNY BASIL 75155 STRESS, 016 A. 500 P51, E = 1200 005 E = 123 P51 . 01!11' JOIN/7E 57,7 SLAY B= 5s3STITUTE ONLY IF hEY GMT PREMISE FRES CRIT515. NOTE KEE NOTE 50 TE 05 LATE SMALL E D3-5055 FIR NO. 5 OR 010 GRAM-. £_ AL 4020 PLATS 110 3.001 CON AL.1 #4:.:5 550557! 50 r.,,A_ RY -TEAT1 WITH AN AFFRO05 FREEE 3,C�i 1I . ERNIE 2 :5,L OF T EAFRESNATD BUILDING PAPER 010030 UNT'REAT'ED Lam,, 005555, 070 . „ =TETE 0R WAS65Rf_ 25. 755ER LOWEGR2R5 OLD cur 55 "_.i r5 0.555 NAO5 SHALL E 'ST0fi16 -TIE' Sr 55000IN COMPANY, Pe SPECIFIED IN 1550 067960 NO. 0550. 15)10ALEN7 00VILE.S BY 0',55 VANDFACIIREIRS MAY BE 511EETHTUT2'D„ FFOTIOD ::::0.'' ARE 120 .AET'RD&AL FOR EilIAL OR GATE LOAD CAPACITIES AND ARE 5510507 TT'LS, 15 THE 555 55c ER APPROVAL. FROVIE 00955 NC 570= E FASTBERS AS SPECIFIED BY N4A5555U5. 0 .16.50517Cd.. MALL 5 T0551AI"_•=*m' I#1 ACCORD0?5 SITS 55 MANUFACTURER'S 05SAS RATIONS. I'MEE CONNECTOR EVE 00400 TOO A5@ „ 00 55 55 -4617 rPr 701E NAILS OR BOLTS IN EACH (.043. AL SATE IN 55 M. v SAL COMM TV ;'eM A3IFI. Fizairm 64550'35 INVER 160 +1501 AND NUTS 6 ALL 31-15 AND 0* wee MAEN6 ON ACT. 5 - + 55-' 0ri.,'F 150, AL NAILS SHALL E 00450. ALL 50106 SSL 0 e ANY 503 AND ,750 SAME RAE (MINIALM) AS M 05015155. ALL .10E7. Ai'D W1 110510 jEST 36'6 EALL SO LONE 70 9.154 EAx6 9171 °U` SERIES .30157 45.500 c5. 155 766115 160 - . T7 E T SE APE. 110 07003055 5000 50 THE PLANS: .00. AL 55 5595, 6 DEALS NOT 5155 677" - WIE SHALL 00 COAST so TO 76 550105 STANDARDS O= 74E 550 & 515550540 COS 075''1030 0ALINVS. 'UN v5 O10550ISE NOTE", SHALL 0.050064 TO ea 7 -1 LE* ,55 0 500iN I'. 0_''AIL -i5_. C0R0INATE TAE SIZE AND X51550 CF aFallses 6515 00IN550AL AND AmZ611 TE7RAL RAN!N55. PROVIDE WA54 5 J[NTd_4 THE EADS >'d5D 5570 CF ALL BETS 555 000 ALTS E501405 ON Wes. INSTALLATION OF LAG, D„„173 EALL COM& T> 1150 EL 7710A) M77.1 _2 INSTALLATION OF 50175 EAU_ CONFORM TO UBC B. NALL P,"WE ALL. 075 WALLS 5:67061 AND NOT 07 50 00 Or45; 5 E. 264 5107 N I6'0. AT 1415615 045'_5 0015 260 5 A °x AT 551: 709 WALLS. ,102 57155 9iNIN/M SHALL BE PRIMED AT Tr 267 CF ALL. IBS R 2 5700 OF ALL L 0P3i5565, AND AT T-E EN7 OF AL 5E45 AND NEVEM.. TWO ?x' FEI 5 5' ' EE FRD'Y= 052. 0FEN 555 NOT 050004!0 N(7101. SOLID 00.55145 FOR MOO L LPINE 545E EE 01 5=1007 71211:0 FLOO 70 SUPPORTS 5-.041. AL 5112 MALLS SA'aL 00500 `-ER LOIM 55 P.A7E 51150+5 70 15E" ""041NS BP-ON KITH 166 MILS 07 72 57 OR MID O 0 ..:7E7E 601145 r 05551 Z *005 50_75 135E 1') N 6'-0"06 I5N5 SNDI:A� D 07- ^SE_ IN3='a73U£ MEEES OF 3JIL7 -LP 51 POSTS SHALL SEE NA;LD TO EADM 5'5 6774. '013 6 12'ca STAYiv_ 70 Tr PLANS AND Si5rAR NL EADULE 55 55 55 3545151406 , 0`_'55. L_ 99)006 .55 8700 FRAMING= FRDEDE az 55:375 OVENS ALL PA 005.5 PARTITIONS THAT 0X7005 OYty^ NN,E T5501 IF ALF Tr .WAIST L *7.6 MD 55555 AL 0E0E5 IN F OR 555 UNLESS OTHERWISE NOS_ PROVIDE 5515155 N 6 " -x MD SOLID 5.55(100 AT ALL 05091406 POINTS. T0EAIL JOISTS TO EFFORE WI T1 TWO 164 ti1+L5_ .A.)5 TIMER -DDSs TO 9 EADEE OR BEAMS 4417H 51MP50N NETAL -GET 507E ! TW' ACCfRY414 . 65 7, 551= ASDE. ?NAIL ALL AIL TI-JOIST BEAMS 7000701030 WITH 004 6 tr. O1'0 TC D. 55055 0"r0R11L:E NCI" ON T5 PANS, P_Y6 S2i ROT .AND 9.0.62 55515500 SHALL BE LAID UP 0170 59,15 FIEK'Q_'a7 TO E.FPORE AND MED KITH So SATs N 6 °0 70 - RAND PANE DOE AND AN SRC was A5 55065 OY .PLEAS ATv e I2'x SO'x AT PEE) 70 IN 0005507 - E 5555615. 55/1E_ APP i55' 0.151705 DE CL"r5 Via: rt+ ETW5I ,DIS0JTWUS5 AT 1WELOC656 ROE 55:547010 FLOOR 5500/5/00 0305 SHALL MAE AFFIRMED 75005 - 055 -6RDOVE -DINTS CAI -"' o S 5> E" 6501- 0555 3 66,N6 OW $` 5150166 AT ALL PANS+ Euer=5 AND av5 0r FL .05 005 500 206. TEMPI 30X6 70 5 05176 164 N 12' ac UNLESS 07+0475150 ID. AT 55557 FLER AND REF DI.Ai HRASE 10 FFLAT To 3LSCKIN15 AT ALL UNRAI'05 PANEL T AND NA -L 1EET3 DE NAILN6 5: EIFED. 0_ Mal*, ALL NAILS 5 51-TIE3 50 10005SES AVE D515N5 70 iS COMM. 00051511 ALLY DRIVEN 04 OF T€ SANE II �S 4101 i£ 51511111, P56 05564ON SAILS PFOVIDD T+EIR ?DER 15 INCREASED 15100:6 10 rS N05)'' is PROPORTION TO DER D10E0ER 50LARDIN0 TO THE 5550WIN5 010 45)545: ., - 5 x d(O35" 1 5' = sat Fat.D5551A0IN5 5 = DEIGN 1AGINS SiON 50 Tit 56061055 3P = DIA6E15 OF 5 I - LID NNW._ 02 = OrAMETM CF COMMON NAIL 5 3'5V IN TAaz AT 051157: NAILS COMMON DIAMETER 83 100 123 163 0.131° 0.146" 0.148' 0.162" *wad Oy TRL 80.69flad FAD Nam SMD 12 Pirnber Sheet RECEIVED CEN OF TUK:4TLi s- S, PERMIT CEPTE 24 30 ISSUED FOR BIDS - FOR CONSTRUCTION tup. 5I2.� BA5£h'_ ' / NBBJ t TS to B r 111 South Jackson Street Seattle, Washington 98104 (206) 223 -5555 Fax (206) 621 -2300 13 EMBED 6 '6"x12 "x1' -0" W/ (2) I 6"0 x 5" WELDED STUDS e 4'oc (TYP. EA. PAVILION PIER) 4" CANT. BENT R —. SE 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 (I 20/52 "x3/z'40' -314" 5PL LOCATIONS BY CO ,.'• TOR 6- 9'*- (CONI TOR VERIFY 14 26 -- EXIST. TO COS. PER PLAN -- N4 l TO 3646.3' "i_ AEOf E 3 - _061 ARCH'.. 15 SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON 4,5624 x O"-P' w/ r 0?wr 01141 TS 51,664 (TB It O 2R+-� TS 6 e7cc i!6 I!I5` 5.0006 —. 5102) COIVITION BTAL 59 28 DOWELS TO MATCH VERT. RdNE. Dote EXIST. STUD WALL FRAMING U 24 "ac 474 BLOCKING 111 (2) 034 6 (4) 16d FACE NAIL, EA. END 4 4x316x/4 x 0-9 (2) 60 THRU BOLT _ . °oc , (6/ 75 ay" WFEZ -- QrrRS " COST BENT 0L- 5- (4) 4 4 PONr7L.5 —_ FOR CALL01.T5 IN COMMON 5E£ 29/52 By i1�11 2. -0., eq. <t,p �—T5 316x PER PLAN x15. 51' u ; cbLUMtivrY? PRE -CAST CONC. CAP PER ARCH. (4)55 VERT. 5 3 TON GROUT CORE —TS 5 PER FLAN , EXIST. h %PLYWOOD SHEATHING. REMOVE i:4ND REPLACE AS REQUIRED FOR CONN. NOTE: THIS CONNECTION OCCURS AT 500/50 'WALL 6 WALL CORNERS. CONTRACTOR TO VERIFY EXIST. WALL FRAMING CONDITIONS (CP (3) x 4 EA. WAY r" CANT. BENT 0 SEE ARGH'L. / 4729 (OJT WEB PER ARCH.) TYP. OF (5). SEE ARCH. FOR LOCATION. —012 PER PLAN PLAN VIEW ' -0 17 TYP. ENTRY PAVILLION COLUMN 29 Sale 3/4" - 1' -0" U.N.O. Approved By TRL Designed EAD s. otheee SOD 5 typ. R to T5; /4 474 BLOCKING PER 5/52 EXIST, iz" PLYWOOD SHEATHING. REMOVE AND REPLACE AS REQUIRED FOR CONN. EXIST,....-2i4 SOFFIT MING o 24"oc 012x20.1 TYP. (4) SIDES -2S (Cc/TRACTOR VERIFY) EAST. TS COS. PER FLAN 10/52 , STING (3) LOCATIONS - SEE ARCH. 4° _ TYPICAL BRIDGE PLAN R %"x3 /2 ---z H ® 24 "oc Wl (2) 'e THRU BOLTS U b"oc IN 1% SLOTTED HOLES, TYP. 'AGE OF SOFFIT -- --Y' EXIST. BLDG. H1 a = 10/52 b /S2 S. Desapflm S Rensims Sheet TINe Sheet Nheisee BRIDGE FRAMING PLAN & DETAILS PAVILLION PLANS & DETAILS STS 3/z BEYOND —T5 3/1x3/zx 14 25/52 25/55 ' 25/56 ENTRY PAVILION - FRAMING PLAN 24 3 /zx BEYOND (III LOCATIONS - SE ARCH. N° = I' -o" ENTRY PAVILION - FOUNDATION PLA 3 PECEIVEC CITY OF TUKVdIIA JuL 15 S2 PERMIT CENT, T5 3 /5x /4 BENT R 6 -0 18 STS 3 /5x35x4 TYPICAL (4) CORNERS 29/52 ob w,ber 97 -25 -02 Checked We 3 /21/97 ISSUED FOR BIDS - FOR CONSTRUCTION f�1 11 4 Na rrF tup. 5I2.� BA5£h'_ ' / NBBJ t TS to B r 111 South Jackson Street Seattle, Washington 98104 (206) 223 -5555 Fax (206) 621 -2300 13 EMBED 6 '6"x12 "x1' -0" W/ (2) I 6"0 x 5" WELDED STUDS e 4'oc (TYP. EA. PAVILION PIER) 4" CANT. BENT R —. SE 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 (I 20/52 "x3/z'40' -314" 5PL LOCATIONS BY CO ,.'• TOR 6- 9'*- (CONI TOR VERIFY 14 26 -- EXIST. TO COS. PER PLAN -- N4 l TO 3646.3' "i_ AEOf E 3 - _061 ARCH'.. 15 SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON 4,5624 x O"-P' w/ r 0?wr 01141 TS 51,664 (TB It O 2R+-� TS 6 e7cc i!6 I!I5` 5.0006 —. 5102) COIVITION BTAL 59 28 DOWELS TO MATCH VERT. RdNE. Dote EXIST. STUD WALL FRAMING U 24 "ac 474 BLOCKING 111 (2) 034 6 (4) 16d FACE NAIL, EA. END 4 4x316x/4 x 0-9 (2) 60 THRU BOLT _ . °oc , (6/ 75 ay" WFEZ -- QrrRS " COST BENT 0L- 5- (4) 4 4 PONr7L.5 —_ FOR CALL01.T5 IN COMMON 5E£ 29/52 By i1�11 2. -0., eq. <t,p �—T5 316x PER PLAN x15. 51' u ; cbLUMtivrY? PRE -CAST CONC. CAP PER ARCH. (4)55 VERT. 5 3 TON GROUT CORE —TS 5 PER FLAN , EXIST. h %PLYWOOD SHEATHING. REMOVE i:4ND REPLACE AS REQUIRED FOR CONN. NOTE: THIS CONNECTION OCCURS AT 500/50 'WALL 6 WALL CORNERS. CONTRACTOR TO VERIFY EXIST. WALL FRAMING CONDITIONS (CP (3) x 4 EA. WAY r" CANT. BENT 0 SEE ARGH'L. / 4729 (OJT WEB PER ARCH.) TYP. OF (5). SEE ARCH. FOR LOCATION. —012 PER PLAN PLAN VIEW ' -0 17 TYP. ENTRY PAVILLION COLUMN 29 Sale 3/4" - 1' -0" U.N.O. Approved By TRL Designed EAD s. otheee SOD 5 typ. R to T5; /4 474 BLOCKING PER 5/52 EXIST, iz" PLYWOOD SHEATHING. REMOVE AND REPLACE AS REQUIRED FOR CONN. EXIST,....-2i4 SOFFIT MING o 24"oc 012x20.1 TYP. (4) SIDES -2S (Cc/TRACTOR VERIFY) EAST. TS COS. PER FLAN 10/52 , STING (3) LOCATIONS - SEE ARCH. 4° _ TYPICAL BRIDGE PLAN R %"x3 /2 ---z H ® 24 "oc Wl (2) 'e THRU BOLTS U b"oc IN 1% SLOTTED HOLES, TYP. 'AGE OF SOFFIT -- --Y' EXIST. BLDG. H1 a = 10/52 b /S2 S. Desapflm S Rensims Sheet TINe Sheet Nheisee BRIDGE FRAMING PLAN & DETAILS PAVILLION PLANS & DETAILS STS 3/z BEYOND —T5 3/1x3/zx 14 25/52 25/55 ' 25/56 ENTRY PAVILION - FRAMING PLAN 24 3 /zx BEYOND (III LOCATIONS - SE ARCH. N° = I' -o" ENTRY PAVILION - FOUNDATION PLA 3 PECEIVEC CITY OF TUKVdIIA JuL 15 S2 PERMIT CENT, T5 3 /5x /4 BENT R 6 -0 18 STS 3 /5x35x4 TYPICAL (4) CORNERS 29/52 ob w,ber 97 -25 -02 Checked We 3 /21/97 ISSUED FOR BIDS - FOR CONSTRUCTION =0N" 3EG':NI,VC .ef ell COND. T',S IDEW AL -RE 1 1 I I I I � f Pop, RC, ST,[ . '+ Cu_ _ 5'Or ?,F 'J FOUND 1' IRON PIPE WITH \ YOW PLASTIC AP. 0.09 NORTH OF TRUE CORNER FOUND 1/2" I RON ROD W TH YEUOW PLA cAP •5 &A• , 0.11' £AST O TRUE CO RNER III I • 588 ° 05'42 'F 30.00' i�- TXP£ 15 IC- L _._ 3- 3 5 XP I S - TYP /5 MN ADDRESSES TYPE II -54" FROP i EX TYPE 111'1 MH RIM = 22.32 - 1E = 18.08(12" CB TYPE r - _ GE- 26.44 - -- IE �t$:jA4-- 8" SD T P'?E IS 1 - - - S01 _ 451 BUILDING 4 2 STO.R. F.F. =23.50 0,803 S.F. 03" WATER METER CB 523.90 Y �I C f TYPE /5 - -M BUILDING 1 2 2 STORY F.F. 24,00 0,8455,r, CB 37 BUILD lYG 1 2 STO.4 FF. -22 50 10.708 SF. r SEC 26, TWP 23N, RGE 4E, W.M. • • x • BUILDING 3 2 STORY F.F. =23.50 10,709 S.F. ,__FT PE 15 INS j I I I BUILDING #1 545 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 BUILDING #2 565 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 BUILDING #3 575 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 BUILDING #4 555 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 BUILDING #5 625 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 BUILDING #6 645 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 BUILDING #7 655 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 BUILDING #8 635 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 BUILDING #9 665 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 BUILDING #10 360 CORPORATE DRIVE NORTH TUKWILA, WASHINGTON 98188 BUILDING #11 375 CORPORATE DRIVE SOUTH TUKW E LA, WASHINGTON 98188 BUILDING #12 370 CORPORATE DRIVE NORTH TUKWILA, WASHINGTON 98188 r - !'/ ✓ " WATER METER SO "47'29 "W CB ;45 66=- 75 IE= I8 12 ",10" BUILDING 2 2 STORY F.F. =22.50 10.921 S.F. 12" SD 2„ WATER SERVIC RUBLE V✓A :METER 1 2 -2" WATER SERVICE /0 SD -_ TYPE I ,- /3c_ # A 3 ETER YPF7T -5 FROP r.L7 EX. T 16 GE =21;39 IE= I T {2U -15 1E=I /2U -I2 ECK DETECTOR EXIST. WATER VAULT 30" SD 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 Plans (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 0 the Contractor's 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. GENERAL NOTES I. SUBJECT PARCEL IS ZONE X - OUTSIDE 500 YEAR FLOOD PLAIN PER FIRM MAP 53033CO328D 2. BULGING SETBACKS PER. CITY OF TUKWILA: FRONT = /5', 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 C 33 PEI I `-- CHA/NLINK FENCE LINE N01 %A729 ro � I _ -`_ CB' 4 2" Vl SERVE CE ER I h'' WATER METER - 4 ' 15" 1 CB TYPE IV 54" _ 36" S pa' 1 s2 I' e ; /g 1In OR ▪ ; O 1 °EEE CB - 4 0 - 16- n ▪ G£' =2244 oie 1£=_16.74 -8TE. • -C- ),.11 CB 1 m 3- TYPE II- ER /5 • �� a e rsA �❑ e F18,24,3 v.l h G:Ec.. S. =_ TYPE TT= DES TT,. F4W.bC A i /2" RYAN 100 1,5/1: O .11_U re S6A; O.iY EA 0= P.20x ?e�?'!i.'F. 5c - FNST TYPE II -54 FRCP EX TYPE 16 0EP711:4.33' O 25 ANDOVER PARK NES B'" SD Sal 47299 I CS #25 / TYPE AS !!' Eb ILOINU 5 2 STORY FF' = 24.00' Q,_1' cF- SE WATER VAMP /� ' 0 CB `#3DAp x:65 �_ TYPE Ir - S4• FRn EX TYPE A5 00= 222`." rF :a, Cd.7 SC /LE a0y 6 CONTACT C A � -ti 8" SD LOWE ENIERPRISFS NORTHWEST, INC. ONE UNION SQUARE 600 L4IIVERSITY ST.. SUITE 2820 SEATTLE WASHINGTON 98101 ROY IL GREENE TUKWILA OFFICE (206) 575 -2120 FAX (206) 575 -1198 e -mod ronmgreereeadcom 522'JD" 36 "' SD INSTALL DOUBLE CHECK DETECTOR ASIY IN EXIST. WATER VAULT S!NG 3 EE=24,00 fl 3110 7 2 STDR'Y •a ' 2 STD' =3223 = CB3 \ 377.00' 0 11 MH 48 ,� Y✓ TcR MET4 f` '-'I 'r f ,.YV�S ml 1 CB #9 _- 0 I TYPE I1 - TYPE T51 _. GE =2233 IE= 19.67-8" T pp YFE -54" FRCP EX. TYPE 15 titc�3 � �EPTH 5' CB -ll TYPE 11 0 i �s TER Tel 36" SD CB 6 CB #!5 CB_ 20 I CB #16 TYPE f5 TYPE 1 Lh Free /5' INSTALL DOUBLE CH DDETECTOR ASSEMBLY IN EXIST WATER VAULT 12960' 20-0 r V= //32.,02f 1 ' 0 VICINITY MAP N.TS ' -S I TE J 04 CB #I8 / EXISTING FROP TEE TYPE, Wet /T04 \ Nh' - I CB l9 I CB 1 22 o TYPE 1 SO TYPE 11 1 TYPE I o 276. , u CB #21 TYPE I AUTO FIRE CONNECTION D:) WATER VALVE 93 WATER METER a POST INDICATOR WATER BLOWOFF - -W-- WATER PAINT MARK LO UTILITY POLE W /LIGHT GUY ANCHOR y UTILITY POLE N POWER METER © POWER VAULT POWER TRANSFORMER • TELEPHONE VAULT TELEPHONE RISER TO TELEPHONE MANHOLE ply FIRE DEP, CONNECTION C C POST INDICATOR VALVE CB #2 II Ijj _ APPROVED: I 59.00' 1 4 5, TEL 9 i i O GAS METER I GAS VENT - G- GAS PAINT MARK AFFC /05AL5 I CB #1 ❑ I 30 00' 30.00' I 0.00' SO 1 30.00' LEGEND US FIRE HYDRANT . - T - TELEPHONE PAINT MARK ❑ CATCH BASIN O STORM MANHOLE - - -SD -- STORM LINE O SEWER MANHOLE N JUNCTION 500 FOUND BRASS CAP MON_IN MONUMENT BOX O FOUND MONUMENT AS NOTED EVERGREEN TREE DECIDUOUS TREE ® CONCRETE WALK RECEIVE CRY GF Tti!R. PERMIT C CITY OF TUKWILA DATE z_o mv',fi F, 3 O C SHEET 1/2 Cl N 3 0 5 56 1 34 3'< 31 1/8 73 15 I 5096 3 1 65 . <1 3, 37 314 15 5/6 15141 189.0 "'Al;In 058, Gate Val es (FUl Open) Note. Dimensions are °mina, Alow ores must Fe mace o norm, menu*actunng loletances a Materials of Construction L ATIWO /Backflow / Prevention "•AB Industries, Inc.. Cora Fluid Control Group • P.O. Box 8070 • Fresno. CA 93747 • Fax: (2091 4539030 5 ..5 5/96 856 PM5 314" Bypass for Model 856 SPECIFICATION SHEETMODEL855* Characteristics Physical Properties Size of M,ain:;na Max. VIOr'Mng Pressure 175 PSI nrdrestat c Test Press. 350 PS Temperature Range 32° F 10'40 F 6 C :o 60° CI End Connections Flan, ANSI 816 : Class 125 Materials Main Valve BO, Coating Dimensions and Weights NET C OIZE B ••C 0 E Wt.(Lbs., L Ton•, 21.2 3/4 125 1/21 16 3, 1d V4113318; 2180 I c MS 1 417/8125 518 22. 10 1/<1 13 3/6' 2280 4 1481/41 28 23 U< 131/41 14 I 3210 F = , `G' T Application Shut OH Valves 058 Y reS.11ent vedde AVY'NA 0509 Elaslome• Discs Spring Non•Health Mom Fir¢ Sprinkler Systems Model 856 Flow Curves 1s tc Duet ie ,Ton ASTIR A536 Grade 65-45-12 Fuson epoxy orated interns and external Au ^NA 0550 SIG gate valves Bronze AS i If B55< Alloy 063670 EPDM Stainless steel 2 nand 3 4" and 6" SEC 26, TWP 23`�`, SCE 4E. . Backflow DOUBLE CHE CX DETECTOR ASSE = Prevention DIAMETER EQUAL TO OUTLET PIPE (12" OR 15 ° , PER PLAN) 000 EY.. OUTLET CM,PIPE S££ NOTES LE SAME AS ERAS PIPE SUPPORT(S). 3"X.050 GAGE BOLTED OR IMBEDDED 2" IN WALL AT MAX. 3" SPACING. MIN CAE SUPPORT. 7 P �I i 1f i s Q iP LL YY E� +; � I MOOEL6460G1r�CEE9CCFECYC NASSEmat / e ' ci 0 Agency C mp6ance CAT. • • "`and E"(Ftorizon. and App`,_ bunt, ^.:a CP3ss C_r coMP a E.acth Mesea :m S Lhe tlin:msiiy of .'•r1n • 8 in Horizontal Configuration ONLY Appro-ed G'r Ne FvcGxiA •OH. Cormec- ConL:L a. 1 H�d-y:PoO R=sey,.t a: 1F¢ U4u2s' FRAME & LADDER OP STEPS SAWS, TO R M0 EXIST P=.LPMENT, AS NEEDED OFFSET SEE NOTE 5. FRAME "SE WI TH I. ALL C. - 2i UCTOA' SHALL BE IN ACCORDANCE WITH � & COVER _ VAT1G'fJ ER- 2 CL ASS 3 ASPALT RECORD DRAl/NG_ ` _ -- CSRAACCLD C_S. T. C. o" 1,,1 -5 DIA, ft COUPLING TO Meo-!- EX.. PIPE J:S. Fxsc':c_ IMar'K 656 VUDICAuviSTALLASIOM 2500 GPI•. D 'i51. 50 PEWS Q7 - ALEA.uSIOrE 54�/C SHEAR GATE WI H C,TNI ..L ROD FOR OLE-/NODE f.RO . .115 AS REDO/R I,.,' FOR SO TICAL 4LI744/7/ d /'44/ CO14 R SEE PEWS SF. 53 CATCH BASIN TYPE II - 54' SECTION TYPE II -54' FROP -TEE OIL /WATER SEPARATOR ci _3 J J COMPACTED FOUNDATION GRAY LIND, VAULT DETECTOR DOUBLE CHECK VALVE DETAILS C2 END VIEW 1 i t PLAN VIEW C3 TYPE II - 54" BUILDING ELBOW DOWN SEND SID VIEW I_ DESIGN FOR 4" THRU DDC, 2, SEE ATTACHED NOTES AND MAe_RIAL LISTING, [STANDARD LADDER STEPS 54" T YPE II CATCH BASIN - SHEAR GATE MATFRTAI 7ISTTNG• CONSTRUCT/ON NOTES: KING CC'Jr.'TY : ^NDARDS AND SPECIF'CA 17". EXCEPT /+„ AMMEVDEU Bf THE CITY OF TUK'A7�. 2. PEMOVE AND DISPOSE OF OFF -SITE THE EXISTING CATCH BASINS. INLOUTLETS. CAPACITY: NOT LESS THAN COMBINED ET 4. PIPE METAPARTS TO L PAP.TS' CORROSION RESTS TAN 7. GAL VANIZEO HP.VE ASPh'ALT 7PEATMENT 1. 5. FRAME & LADDER OR STEPS OFFSET SO A. CLEANO'JT GATE IS VISIBLE FROM TOP. B. CLIMB -DONN SPACE IS CLEAR OF RISER �LAENOUT ATE C. FRAFND ME IS CLEAR G OF CURB 6. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH 0.0. 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 J01NTS SHALL BE SHOP WELDED, 3(4• SPACKLE RODS WITH STAR BOLTS AND ASPHALT EMULSION COATING. 2. b MIN. D.I. CLASS 52 PIPE. 3. PRECAST CONCRETE VAULT WITH HINGED STEEL PiATE COYER, DIMENSION TO I WITH SIZE OF 4 . O.S.LA. HA APPROVED IF IF OVER 30 DEEP. 4 5. PIPE SUPPORT STAND 900 UND ER UND 'MDT ER EACH CHECK COPPER OR BRONZE BYPASS AN APPROVED 9109 D.,. 3/4' WATER METER. 8. APPROVED DDCVA IN MAIN LINE WITH TWO RESILIENT SEATED SHUTOFF VALVES 0 TEST COCKS g. 10 , 6', 6 OR 4" COUPLING ADAPTER. FL. 10. 10', 8 -. I 6' OR 4E .I. CIA55 52 ROUND GROUT. 12 PIPE LYGTH TO FlT 11 7 0, 8 • 6- - O OR AND 'FL•P EXTDERIOR ALL A PIPE USING NOVSHRINK . R 4 GATE VALVE FL•M4 WITH POST INDICATOR VALVE. 13. , 10 8 FL GE TEE ASSEMBLY SIZED ACCORDINGLY. 14. FLANGED 90 BENp, 15. 4 OR 6 D.I. CUSS 52 PIPE PL•FL 16. 4 OR 6 90' BEND. FL 17. a' OR 6 D.I. CLASS 52 PIPE, FL•FL 7 8 . 6' 90• BEN O. FL 9, UL LI 5 5 CONNECD 30 OR 45 DECREE ELBOW 20. 6" 0.1. CLASS 52 2 PIP PIPE LENGTH AS AS REQUIRED FL•FL. 21. 6 90' BEND FL. 22. SWING iWE i OPERATED CHECK VALVE WITH BALL DRIP VALVE TO BE INSTP HORIZONTALLY DN•TFCTOR DOUR7F. CHECK AND VATRT ARGFYTY VnTFR• 1. BACKFLGW PREVEMORS SHALL B Z Z OR INI Z N D EQUAL 2. SIZE Va1L7 B4SED ON S IZE OF AP F4RANS ANO MEETING MUM A LE4RANC SEPARATE Oral PIPN FOR VAULT INSTaATION PND SPRINKLR LINE MAST BE UBM ED ANO APPROVED BY THE FlRE MARSPALL PROIR TO INSTALLATION. 4 . MINIMUM PARATUS SIZE SHALL BE 5. VAULTS EALE O REVENT WATER L EA3NG. 6. LADDER HALL BE B REQUIR P WHEN DEPTH FROM i0 OF UO ROOK OF VAULT EX EEOS 30 INSTALLATION OF a1 LADDERS SHALL BE IN IN COMPLIANCE J. LOCATE VAULT IN PUNTING AREA ANO NOT IN PAYING AREA, UNLESS APPROVED BY THE ENGINEER. B. FIRINGS SHALL / IN ACCORDANCE WITH ALL APPLICABLE REOUIP.EMENTS OF ANSI/AWWA C' 10 AND C EMENT LINED (SE APWA WWA B. PIPE SHALL B DUCRLE IRON M EEINC PN51 A21 CL52 k d: A CEME NT LINED. 10. TEMPORARY SUPPORT SHAll PROVIDED UN VALVES A PHE TIME OE INSTALLATION. AFTER COMPL_ E INSTALLATON STALL PEflMANENT PIPE UPPORT STMIO. 11. DE BPLL GRIP VALVES ON F.D.C. CHECK VALVE ASSEMBLY OR AT BOTTOM OF F. OF F.D C. RISER. 12. FIRE DEPARTMENT CONNECTION TO BE PROVIDED WITH ONE (t) 5 STORTZ CONNECTIONS AND TWO 30 DEGREE ELBOW. '.3. ALL UNDERGROUND °IPING T BE INSPECTED, FLUSHED. PRESSURE TESTED IN THE PRESENCE OF AN INSPECTOR PRIOR i0 COVER ANO CONNECTION i0 THE td. rO TALIATION, BACKROW PREVENTION ASSEMBLIES ARE TO BE TESTED BY A CERnFlED TESTER A ALL TESr-COCKS ARE '0 BE PWGEO AFTER THE TES THEREAFTER, ANNUAL TESTS SPALL BE PERFORMED AT OWNER'S EXPENSE. AND COPIES OF A TS RESU SHALL E VDE PROID. 5. CONCRETE LILT SHALL LTS PAVE ONE B 4'•4' OR TWO 3'•3' STEEL HINGED DOORS. City of Tukwila APPROVED: MATERIAL LISTING & DETECTOR DOUBLE CHECK & VAULT ASSEMBLY NOTFyS� v DATE: 11/22/90 S- 11NOTE CITY OF TUKMLA DATE clry of Tu +va,�, PERMIT DENTE 3 F SHEET C2