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Home My WebLink AboutPermit D97-0192 - SOUTHCENTER CORPORATE SQUARE - EXTERIOR UPGRADECity of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 262304 -9075 Address: 370 CORPORATE DR N Suite No: Location: BUILDING #12 Category: ACOM Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: N/A Wetlands: DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. .0 South: .0 Sewer: N/A Slopes: N Contractor License Nor UNIMACC066DM OCCUPANT SOUTHCENTER.CORPORATE SQUARE 370.:CORPORATE DR N, 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 600 UNIVERSITY ST #2820, SEATTLE WA 98101 CONTRACTOR ` UNIMARK CONSTRUCTION COMPANY Phone: -5076 1325'FOURTH AVENUE #610,. 'SEATTLE, WA 98161 ************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: COSMETIC UPGRADE TO BUILDING EXTERIOR AND EHHANCE LOBBY ****************************************************.** * * * * * * * * * * * * * * * * * * * * * * * * * * * *** Construction Valuation: $ 85,000.00 PUBLIC WORKS PERMITS: *(Water Meter.Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS:. N .:Fire Loop,Hydrant: N No: ,Size(in): .00 Flood Control Zone: N Hauling: N Start Time End: Time: Land Altering: N Cut: Fill:, Landscape. Irrigation: N Moving, Oversized Load: N Start Time:. End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N. Water Main Extension: N Private: Public: *********************************'********************* * * * * *. * * * * * * * ** * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,313.78 ****************************************.************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature Signature: Print Name: Ale& w_ 21 _I Permit No: Status: Issued: Expires: Occupancy: OFFICE UBC: 1994 Fire Protection: SPRINKLERED East: .0 West: .0 Streams: Date: ` (206) 431-3670 D97 -0192 ISSUED 07/08/1997 01/04/1998 _t_ Date' I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this deve1opmen ermit. 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: (� r 3n 1�-� Q _ .,`.A `,.Jv `' ,f .,c`3,1'c,. -2. ', 3.�V'� Value of Construction: 085 COO Site Address: CDu •. \ ck t !s ` . 5 . \'L City State /Zip: ?� "lam p,-,r ,,, ^, -,.kw C Q.1_"C , 3ticr ,) CL \M\ 9P,1Cta Tax Parcel Number: 2-(D2-30 1 - 15 -0O Property Owner: --4:A- .�F' ry�l`. \-�!JP;�=Y awu(- r" ?c,- I. LLCM / Phon : (2 (o) 5 2 -0 Street Address: dity State/Zip: ( nr) .\..1 k. , 1 4 ■; t 1 . s - - - . ,Lk ZS"zn 4 ti4-1•-ke . l) 4 ce,13 1(2,0 Fax #: 5 - 11 `lb Contractor: _ Phone: Street Address: City State/Zip: Fax #: Architect: • 0 C' CH`S'" ce A ) M c C N N A) ,Phon 2.c) (;�) 2- Z .- S Z--t15 Street Address: City State/Zip: 111 S 1<:kc iSE:L1 Fill -ti t> At ¶ - I - \E'- , ‘ ,1qa 1 9 ,\oL ,Fax f l2 (o Z.\ - 2.36y Engineer: hone: Street Address: City State /Zip: Z, \ 1 �\ W SA-,r m 74 - Vi i \ He 5 - 3 : ) . S - - 1 , - V I - \■lt� o p A n \ ,-Fax # .2_Ct 3 L \ 5 9 ntact Person: 1 ,1 t.\ G �t''�� 1-+- hone: _ ) 5 "15 "_ Z.\ Z..c: Street Address: City State /Zip: (DOC, t \Q ‘ \ \\-•1s4,r .t- -tt7 cm S-R2 e, omA ci ar. -Fax # ∎2z(0) S 15 -- 119 Fc Description of work to be done: L dhi2J Cosm- e+f - C'. ()p 9 rac%e - ( - 0 B ldg t° if?i't Ord"" Pll 1cinc.2 . ,ton-fr ?i?C(? Existing use: ❑ Retail ❑ Restaurant 11 Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ MotelHotel Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel SI Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes ® no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes fil no Existing fire protection features: ® sprinklers 2 automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: Zc-, COO existing Area of Construction: (sq. ft.) L \Up Sc. %, t>+�c,,,,. xilC 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 CTPERMIT.DOC 1/29/97 CITY OF TUKWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ 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 El Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal ❑ Miscellaneous ❑ Flood Control Zone ❑ Hauling Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend theREGIMMOlon by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 glEW Qliig'1iiilillitikig Code (current edition). No application shall be extended more than once. Date applic lion PERMIT C Ap =pi • (initials) WO S exti q EN t: PLEASE SIGN BACK OF APPLICATION FORM BUILDij OWNER OR AUTHORIZED AGENT: Sign fur y . '1, F. .. , ; ,r Date: ,:. Print ame: ' � • 4 ` , Phone: . �~ l Z Z Fax 0: — !"7) Address (nt' S ).vv..NQu'A N_e i- -.t47 .K?(_ - r'. •ck-1-A.-- \t UJp City /State /Zip ALL COMMF_RCIAUMULTI -FY TENANT IMPROVEMENT /AL •ATION PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLL I WING: ➢' 'AL DRAWIIi6S ft? BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, '9TRE1CfUFiAL 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 ❑ El 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 : ❑ El 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 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND / AM AUTHORIZED TO APPLY FOR THIS PERMIT. C'TPERM!T.DOC 1/29/97 CITY OF. TUKWILA. Address: 370 CORPORATE DR N Permit No: D97 -0192 Suite: Tenant: Status: ISSUED : Type: DEVPERM Applied: 06/17/.1997 Parcel #: 262304 -9075 Issued: 07/08/1997. k• kk kk************ k****• k4**A* k• k******• A*• k* k** kk* k k* * *kk**k *• * **k*•k* *•k *•k* * ***** Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of business sedimentation off- site or into existing storm drai:naQe`faci,l i„ties. It shall be verified in 'wr iting to the City Uti l ices Inspector that the, :fire loop system, for the building contains a State'' Department of Health approved detector double check va l ve:.assemb l.y.', This shall '';be' done Prior to the Final Inspection:'—, - . No changes will be ,Made to the plans unless approved bv:...the Architect yor Engineer and the, Tukwila Building D.ivision All permi'ts,' inspection records and approved plans .shall he available at the job site' prior. to' the start of any con str uction;` . docume are to be maintained and avail- able ` Untfl final inspection approval is granted. . Elect ` -permits shall be obtained through the Washington.. State; Division' of Labor°and'I and all electrical work :wi 1 1 be inspected by that agency . All ;mechan i,ca'l work.., sha;l l •be tinder separate permit issued Thy ther'City of Tukwiia. 7 . All •s a•l concrete shall be special ,inspected (UBC SeC . 30.6•(a) 1).... 8. All, welding ;`shaWbe done,'b_v,.W A.B.O. certi.f ied . wel,ders special�°�'inspected '(UBC 'Sec:' 306(a)5) . When;spec;i inspection is required, either the owner - ,, architect or engineer shall notify the Tukwila Building, DivtOon :of appointment of the inspection agencies prior to the f;:i�r�st''building inspection. Copies of all.:-special inspection reports-shall be sub'mi tt'e.d to theBut l d ing Division, in a''timely: manner. Reports 'shall contain address, project';? ame, permit number and type of inspection being', performed 10. The special inspector shall submit 'a final signed report stating whether the work requiring special Inspection was, to the best of`.the inspector's ,knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 11. All construction to be , done: in -`'conformance .wi th approved plans and requirements of the'Uniform Building Code (1994 Edition) as amended, Uniform Mechanical Code (1994 Edition), and Washington State Energy Code (1994 Edition). 12. Validity of Permit. The issuance of a permit 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 building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. ACTIVITY NUMBER D97 -0192 PROJECT NAME D PARTMENT: B ING DIVISION FIRE PREVENTION Q PLANNING DIVISION 0 RU) 1 - 7 -1-7 fJ fl L'i ; PO IT (Q q- N2 PUBLIC WORKS STRU �� P CO RDINATOR t t i �O ?J 0 A 1 4 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 6/97 COMPLETE 0 NOT COMPLETE El NOT APPLICABLE El COMMENTS TUES /THURS ROUTING: PLEASE ROUTE El NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL REVIEWERS INITIAL CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE -F Qexm�k C.00rain*v Cop PLAN REVIEW / ROUTING S SOUTHCENTER CORPORATE SQUARE — BUILDING 112 DATE APPROVALS OR CORRECTIONS: (ten days) APPROVED D APPROVED W/ CONDITIONS NOT APPROVED (attach comments) q DATE DATE DATE 6/17/97 DUE DATE 7/03/97 DUE DATE APPROVED (1 APPROVED W/ CONDITIONS NOT APPROVED (attach comments) 0 (Coraficcation of occupancy required. PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0192 PROJECT NAME DEPARTMENT: BUILDING DIVISION III PUBLIC WORKS REVIEWERS INITIAL C:ROUTE -F DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE Ei COMMENTS CORRECTION DETERMINATION: SOUTHCENTER CORPORATE SQUARE — BUILDING #12 DATE 6/17/97 FIRE PREVENTION n PLANNING DIVISION STRUCTURAL Ej PERMIT COORDINATOR 1 DUE DATE 6/18/97 NOT APPLICABLE TUES /TIIURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF ri (If routed by staff, make copy to master file & enter Sierra.) DATE I APPROVALS OR CORRECTIONS: (ten days) APPROVED 1 APPROVED W/ CONDITIONS. NOT. PR VED (attach comments) C REVIEWERS INITIAL ' 1 �'t .. DATE I DUEDATE 7/03/97 DUEDATE APPROVED 1 1 APPROVED W/ CONDITIONS NOT APPROVED (attach comments) 0 REVIEWERS INITIAL DATE (Certification of occupancy required. ) .- .....+w.ow.+n...m: l retRKdnct "bM'CA8!Yl'!!�:w�4Yi�'..•: t,M::nctzCnn,gt.w.a 'ivh # PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0192 PROJECT NAME DEPARTMENT: BUILDING DIVISION Cl PUBLIC WORKS I DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS ' NOT COMPLETE p • TUES /TRUES ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED IX I ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) T_ " REVIEWERS INITIAL 1.<12 t APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL CORRECTION DETERMINATION: DATE (P - q/ DATE SOUTHCENTER CORPORATE SQUARE — BUILDING #12 FIRE PREVENTION U PLANNING DIVISION p STRUCTURAL PERMIT COORDINATOR p DUE DATE APPROVED n APPROVED W/ CONDITIONS p. NOT APPROVED (attach comments) APPROVED p APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 REVIEWERS INITIAL DATE C:ROUTE -F N . DUE DATE DATE 6/17/97 DUEDATE 7/03/97 „y:7:VO.t iv'tel'W.4ti^SMNfiiSr,Y? /M!.11.4 . 6/44/97 NOT APPLICABLE p (Certification of occupancy required. ACTIVITY NUMBER D97 -0192 PROJECT NAME DEPARTMENT: BUILDING DIVISION �) PUBLIC WORKS 4 DETERMNATION OF COMPLETENESS: (T,Th) COMPLETE E COMMENTS • TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL REVIEWERS INITIAL . ,.. ...<, ...,..«.v.trte*sx+��m a' erx• x ..1rvK`x!:�.V.'"It9a ^rH= N+�'nttb CGKaY 'bSi.'A!."tR`a.:'Va' { :ttre#41. Nttit•,�y:2 ,'N' VO•Int. PLAN REVIEW / ROUTING SLIP 2 APPROVALS OR CORRECTIONS: (ten days) APPROVED El APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) fl CORRECTION DETERMINATION: APPROVED Fl APPROVED W/ CONDITIONS NOT APPROVED (attach comments) 0 REVIEWERS INITIAL DATE C:ROUTE -F N DATE DATE 61/ ei SOUTRCENTER CORPORATE SQUARE — BUILDING #12 DATE 6/17/97 FIRE PREVENTION C PLANNING DIVISION ■ STRUCTURAL Ej PERMIT COORDINATOR 0 DUE DATE NOT COMPLETE El NOT APPLICABLE 6/18/97 DUEDATE 7/03/97 `s�ynR+ 3h°'`�7�.�°? a1i'.'•. -'42 DUE DATE (Certification of occupancy required. ) PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0192 PROJECT NAME SOUTHCENTER CORPORATE SQUARE — BUILDING #12 DEPARTMENT: BUILDING DIVISION FIRE PREVENTION E PLANNING DIVISION PUBLIC WORKS 111 STRUCTURAL n PERMIT COORDINATOR Q 1 4 DETERNIINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE COMMENTS TUES /THURS ROUTING: PLEASE ROUTE..... NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF d (If route e copy to master file & ent Sierra.) DATE REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED APPROVED W/ CONDITIONS NOT APPROVED (attach comments) Q R- E.P5L'ro OQ"1- DIC'l f 51) /4■3 FiQ ooP w01 -K. REVIEWERS INITIAL . ' t,11,1 ('J DATE 604/(37 { APPROVED REVIEWERS INITIAL C:ROUTE -F CORRECTION DETERMINATION: APPROVED W/ CONDITIONS DATE DUE DATE DATE 6/17/97 NOT APPLICABLE Ej 6/18/97 DUE DATE 7/03/97 DUE DATE NOT APPROVED (attach comments) Q (Certification of occupancy required. ) • •*** k*.A. *Ocic4t—A*44t-k**********A.A.**4 • ' D -co 11Y. OF TUKWILA. WA TRANSMIT le.,1k4r4c***** *:1 Q.:...TRANSMIt..Number: R9700616 — Amount: - 42.00 07/18/97 1118 1 Notation: A ARCHITECTURAL Init: KJP Permit. No" D97.-0092 Type: DEVPERM DEVELOpMEN't PERMIT ;:. Parcel No: ,2623047-9004 -Site Addres:.707 SOUTHCENTER MALL , • Total Fees: 169.84 This 'Payment 42.00 Total ALL Pmts: 169.84 Balance: .00 ****4**********1%**i*****Iti***********4.***.A*A*#**It4************* Account Code Description Amount. 0 PLAN CFIECK MONRES 42.00 2273 07/2.1 /705 TOTAL 42.00 *.A.* *fit ** * *A'.:k *lek * * *k*k• lok* ********* k**** s4*:*** * *k * * * * * * *4141%*.k *A * ,CITY OF .TUKWILA `WA 1 R ►NSMIT * k* k k ***`kk **ks% * * *y4'Ylrk* *. *k k * T oh1k Ak * *k ** * *A *. * *k *�1•** A * *k * *.bk ** 'TRANSMIT Number: R9700E10 Amounts 798..0.0 07/08/97 14:1.5 Payment Method: CHECK Notation: RICHARD ANDERSON Init: 5L • Accou'nt Code 000/322.100 000/386.904 Permit • No: 097-0192 Type: • DEVPERM DEVELOPMENT PERMIT Parcel Nd: 262304-9075 Site Address: 370 CORPORATE DR Location: BUILDING #12 Total Fees: 1 Payment 798.00 Total ALL Pmts: 1 Balance: .00 ***************** k*** 4, *** k********* ** * *s1 * * *sl * * * *A* ** * * * **A * * * *R* Description BUILDING NONRES STATE BUILDING SURCHARGE. • Amount 793.50 . 4.50 1:?60 07/08 /717 TOTAL '1596.00 • ******:41.**********"****4**A'-14*1‘*A f WA , . .D el TRANSMIT 4 ; 1 " ***** ********4,****** TRANSMIT Number: R9700600 Amount: . 515 - 78 06 I.4:37 Pavment:.Method: CHECK. Notation. LOWE NW . In it: KOO Permit No: .097-0192 Type: DEVPERM DEVELOPMENT PERMIT :Parcel No: 262304-9075 ' . .. : Sfte.Addres's: 370 CORPORATE DR N . . Total Fees: l THis Payment 515.78 Total ALL Pmts: - 515.78 Balance: 798.00 ********************o******A********A.A**********o****:****** '.... Account Code ' Description Amount . 000/345.830 PLAN CHECK - NONRES 515.78 1432 06/18 /705 TOTAL 515.70 Project: t Type of Insp Ion: / Address: (o 4r, Date call d: Date wanted: C5.— Special instructio Requester: Phone: 2/ " INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. 06)43- 3670 1 Approved per applicable codes. D Corrections required prior to approval. COMMENTS: L v 2 // / o .. rt'll� �e Gr /f'1�� u Date: / /i% El $47.00 REINSPECTION r EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: 14)116e1 S nit, Type of Inspection: ti_nai .1 Address: 410 i' / a /L i Date called: Special instructi ns: r ) i A ' , - . • Date wanted: Ca.ni0, I2 1 Requester: (AYS(ni---- Phone. 490- 2.*2- oo,s INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 COMMENTS: A_ge 747 • 4 64 S 4,6/1 $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Approved per applicable codes. M Corrections required prior to approval. ,•';; Project: -}� �, Type of inspection: Address . sfy) e Date called: Special instruc Ions: Date wanted: I a -) .. c 7 a.m. p.m. Requester: ��,(� Phone No.: (' ,?G,.{( - )(t- 1 0 -D7cj I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval.;,. COMMENTS: Inspector: I I Receipt No.: r'-D v�n� - C. -� a� wA( •f - Er( . vsU INSPECTION RECORD Retain a copy with permit CyCl - 01 PERMIT NO. /Ics'RS y rn l-- o- /CG ' P 'v I DE -a rJ f. I N S P. • L.i IJ L f-n- s- , 16 2 . 1 (206) 431 -3670 A t5"-L - — Date: /2/41 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection,, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project * Name 5\\ CRnrc e Retain current inspection schedule Approved without correction notice Approved with correction notice issued Sprinklers: S Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized S i g FINALAPP.FRM v - ,.;z. , � :..'a ,,_�. 75774;‘,77 �i l�.t , it'�.�.'i.lhD� . SrL .1 +1 ;P = ?'V , City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief � ( ,C� � Ups. : Suite # Needs shift inspection 5 u na ure TUKWILA.FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. YV\ —b` Date T.F.D. Form F.P. 85 �a1 \ s1°\ - 1 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 ,.,..,_ -.., _ob skiT QO J I ' C krkr ige of inspectiq►r A IN 0 ti eess:/L,g 7l?Op7. 1 .... 42., / J . Date called: q i" _ l ct _ 91 Special instructions: #' ea xi I wanted:g Date wanted:�t , 20 _91 1 c) Requester: 12mb two): $ 10 - IAG,8 : to INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: 1,1Y% G a ri c ‘c,-TE (-6S a G S f• a—... el4v1.1 AMC k\ ScAPE of Inspector: Date: ?J? q I $42.03 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 12/07/1999 12:04 2065751198 .December 7, 1999 Ms. Brenda Holt, Permit Coordinator City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Dear Ms. Holt, Sincerely, Larry Meyer Facilities Manager CC: Mark Barbieri Ron Greene LOWE ENTERPRISES. NW Lowe Enterprises Northwest, Inc. One Union Square 600 University Street, Suite 2820 Seattle, Washington 98101 Telephone:. (206) 623 -0200 FAX: (206) 623-0600 i PAGE 02/02 A Lowe Enterprises Company RECEIVED CITY OF TUION IlA DEC - 7 1999 PERMIT CENTER As per our conversation on December 6, 1999 I wish to respectfully request an extension to our deadline in order to conduct the research necessary to comply with your requests in your letters of November 29, 1999. The letters we spoke of pertained to some outstanding inspections of buildings at our. Southcenter Corporate Square facility. Specifically addressed was the status of permit numbers D97 -0107, D97 -0108, D97 -0109 and D97- 0110. These permits were issued for cosmetic upgrades to addresses 545, 555, 565 and 575 Andover Park West. Additionally, we realized that similar conditions apply to 360 and 370 Andover Park West (permit numbers D97 -0193 and D97- 0192). During our telephone conversation you indicated that you would be willing to extend our time line to January 10, 2000. This will allow us the time to make contact with contractors who were involved with the project. We thank you very much for your assistance with this matter and wish to comply with Department of Community Development requirements in a timely manner. December 6, 1999 Ron Greene 600 University Street, #2820 Seattle, WA 98101 City of Tukwila RE: Permit Status D97-0192 370 Corporate Drive North Dear Mr. Greene: Department of Community Development Steve Lancaster, Director Xc: Permit File No. D97-0192 Duane Griffin, Building Official ... John W. Rants, Mayor In reviewing our current permit files, it appears that your permit for a cosmetic upgrade to building exterior and enhance lobby entrance issued on July 8, 1997 has not received a fmal inspection as of the date of this letter by the City of Tukwila Building Division. Per the Uniform Building Code and/or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, if a final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non-complying and not in conformance with the Uniform Building Code and/or Mechanical Code. Please contact the Permit Center at (206)431-3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, L heAdOt Brenda Holt Permit Coordinator 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 Post-it' Fax Note 7671 Date Al ro (M N X � k � . From Or7f" y /L1 /Q,, r • Co. /scot. w� OW r co. Phone } Phone R �q C �' a 1 70 (� 0' Fax 75- logo FaxM Ulf 4 ULc UI 11L.0 l- Ru tr: LIED E-D • COUGMLINPO(::MINDEN Project Record .. Date: gully 28; 1997 'To: N88j 1'11 S. Jackson Seattle, WA 98104 fax 6212304 ickson Pages: Memorandum Eric Darin, P.E. Coughlin 'Porte: Lundeen cc: r :Ran Greene Lowe Enterprises 575 -1198 Project • 'Nojtct No: 97- 0025.02 15 E :ic A. Cann Southcenter Corporate Square en ia Faz The general notes state that tnasoruy should K aye special inspection. Because the reeve nwonry construction does not consist of priors -r st. uc :rai elements and the design messes are so low, Coughlin Porter Lundeen does not require thst the mason y have special impaction. It Ls acceptable that the allowable stresses be half of that of masonry with special inspection. If you have any quQStiot,s or eotrunents, plea :e czU me. 717 PI /O -CTP;r ci :In P U/• • ... TOTAL P.el Post-ir Fax Note 7671 Date .3.9.7 1413T / To it.c.. •LASy From Co./Dopt. airy t* c• T r i g i „ viL t A Co. u tvimefe k„ Phone 11 Phone** Fax 1 .5c,45••• Fax 8 JUN 03 . . . . '97 03: 34PM UNICO PP(c:RTIES .64 IZZMiZZEZZSZi= DEPARTMENT OF LABOR AND INDUSTRIES ..TH!scysTIF,Is TI;Ifil NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A • • ....• -• .• 4 1 4. 11 •■••1 11; ? 4 •2;.'" Nt. ' , 4 7 y 7,42 A .: R S: r ..i5DV4t. . : ety• •.'n•Ar t. &PIM • ••,•1•■•'' C't• , .....fki l l t i e gle:0.4*4i ! . 9151P . • "Ye ,tp.1 1.? rq•If • cOrg.xifi. A•i•.".i..u;•"? • . • •• • • .• • • PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF . NBBJ 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fax (206) 621 -2300 3 5 10 (o -t� _ ,e G OWNER : i PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE e SSUED FOR PERMIT TUKWILA, WASHINGTON B LDG. 12 ONLY p r 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 I GRAPHICS A -2 SITE PLAN A -3 LOBBY PLANS A -4 STOREFRONT DETAILS A -5 EXTERIOR DETAILS / SITE DETAILS A -6 EXTERIOR DETAILS A -7 E.I.F.S. DETAILS A -8 EXT. BLDG. ELEVATIONS S1 GENERAL STRUCTURAL NOTES S2 BRIDGE /PAVILION FRAMIMG PLANS & DETAILS ES ELECTRICAL SITE PLAN Date Desapmn of Revwna COVER SHEET Scale AFpwed By kb Nether 24646.00 FILE 1. Dmgiad SM Dram JC Checked Data 6/16/97 ;RAT11 PERMIT REQUIRED FOR 140 FCCAN IC AL t ELECTRICAL PLUMBING GAS PIPING C TY OF TUKWILA ACILDING DIVISION CIry ECE14E � OF TUHWILp CEN A -1.0 U91- O1' 2 PRE cn- 0 i CURVE RADIUS DELTA LENGTH BEARING CHORD Cl C2 50.00' 15.00' 90'06'49' 5445'56' 78.64' 14.34' 546'50'53'W N6042'44'W 70.78' 1180' C3 C4 50.00' 15.00' 28931'52' 5445'56' 25266 14.34' 50154'18'W N64 3120E 57.69' 13.80' C5 C6 50.00' 50.00' 895.3'11' 90'06'49' 7&44' 78.64' S43V9'07E S4630'53'W 70.64' 70.78' C7 C8 15.00' 50.00' 5445'56' 28931'52' 14.34' 252.66' N6042'41'W 5015418 "W 13.80' 57.69' C9 C10 15.00' 50.00' 5445'56' 89'53'11' 14. 34' 78.44 N6431'20 "E 54.3'09'07E 13.80' 70.64 C11 30.00' 9017'29' 47.28' S463613'W 42.53' 0 2 586V5'42`E 30.00' BUILDING 4 2 STORY F.F. =23.50 10,803 S.F. BUILDING 12 2 STORY F.F. =24.00 10,845S.F. BUILDING 1 2 STORY F.F. =22.50 10.708 S.F. BUILDING 2 2 STORY F.F. =22.50 10921 S.F. BUILDING 3 2 STORY F.F. =23.50 10,709 S.F. BUILDING 10 2 STORY F.F. =24.00 10,807 S.F. ' a 110 • O BUILDING 8 2 STORY F.F. =24.00 10,865 S.F. a'- BUILDING 7 2 STORY F.F. =24.00 10,833 S.F. BUILDGING 6 2 STORY F.F. =24.00 10,854 S.F. BUILDING 9 2 STORY F.F. =24.00 10,819 S.F. BUILDING 11 2 STORY F.F. =24.50 17,062 S.F. COVERED ATRIUM 501'47'29 - W 523.90 451.30' SO1 ANDOVER PARK VEST 501 29'W BUILDGING 5 2 STORY F.F. =24.00 10.791 S.F. 1322.34' 377.00_ POINT R BEGMNIN" FOUND LEAD PLUG AND TACK, T 01' WEST OF TRUE CORNER EtxIND Yj1' !RCN R00 MIT YEL10n' RUSTIC CAP '156'. 0.63' EAST a< TRUE CORNER ELECTRIC CONDUIT \SIDEWALK RE, NO. 7610290608 �7 EN cy .. Q REC. NO. _0.71 a W ■7 y ft k4 FOUND 1" IRON PIPE WITH YELLOW PLASTIC CAP. 0.09' NORTH OF TRUE CORNER FELINE I /2" IRON R� MTTIi T1LLOw vLAGTIC cAP 'saa; LEGAL DESCRIPTION THAT PORTION OF RAE EAST 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHEAST 7/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., DESCRIBED AS FIX LOWS BEGINNING A I THE NOR THFAST CORNER OF SAID EAST 1/2 WHICH IS NORTH 88 DEGREES 05 MINUTES 42 SECONDS WEST ALONG THE NORTH LINE OF SAID SOUTHEAST 1/4, A DISTANCE OF 1,339.34 FEET FROM THE NORTHEAST CORNER OF SAID SOUTHEAST 1/4; THENCE SOUTH 01 DEGREES 47 MINUTES 29 SECONDS WEST ALONG THE EAST UNE OF SAID EAST 1/2, A DISTANCE OF 1,32234 FEET TO THE SOUTHEAST CORNER THEREOF; THENCE NORTH 87 D,GREE5 55 MINUTES 02 SECONDS WEST ALONG 7HE SOUTH LINE OF SAID EAST 1/2, A DISTANCE OF 659.35 FEET TO THE WEST UNE OF THE EAST 659.34 FEET OR SAID EAST 1/2; THENCE NORTH 01 DEGREES 47 MINUTES 29 SECONDS EAST ALONG SAID WEST UNF A DISTANCE OF 1,320.30 FEET TO THE NORTH UNE OF SAID EAST 1/2; THENCE SOUTH 88 DEGREES 05 MINUTES 42 SECONDS EAST ALONG SAID NORTH UNE A DISTANCE OF 659.34 FEET TO THE POINT OF BEGINNING; EXCEPT THE EAST 30 FEET THEREOF FOR ROAD; AND EXCEPT THE SOUTH 30 FEET THEREOF AS DEEDED TO THE CITY OF TUKWILA UNDER RECORDING NO. 9408290327; ANC EXCEPT RAILROAD TRACKAGE AS RESERVED BY UNION PACIFIC RAILROAD COMPANY AS DISCLOSED BY DEED RECORDED UNDER RECORDING NO. 7607070500 CFER71FICATION CAICUUIED EAST I/4 LDRNER OF SECTION 26. •NNSHIP 23 NOR ni, RANG£ 1 EAST, W.N. CHAIRCNK FENCE NE To Tionsnation Title Insurance Company, Lowe Northwest Investor Properties I, LC.C. Washington Limited Liability Company NO147 29 E AND EXCEPT THAT PORTION OF SAID SUBDIVISION DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WESTERLY MARGIN OF ANDOVER PARK WEST, WHICH POINT BEARS NORTH 88 DEGREES 05 MINUTES 42 SECONDS WEST 1,369.34 FEET ALONG THE NORTHERLY UNE OF SAID SOUTHEAST 1/4 AND SOUTH 01 DEGREES 47 MINUTES 29 SECONDS WEST 451.30 FEET ALONG SAID WESTERLY MARGN OF ANDOVER PARK WEST; THENCE FROM SAID POINT OF BEGINNING LEAVING SAID WESTERLY MARGIN, TANGENT TO THE PRECEDING COURSE, ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 90 DEGREES 06 MINUTES 49 SECONDS, AN ARC LENGTH OF 78.64 FEET TO A POINT ON A UNE THAT IS PARALLEL TO AND 501.40 FEET SOUTHERLY OF THE NORTHERLY UNE OF SAID SOUTHEAST 1/4; THENCE ALONG SAID PARALLEL LINE NORTH 88 DEGREES 05 MINUTES 42 SECONDS WEST 326.76 FEET; THENCE LEAVING LAST SAID PARALLEL UNE TANGENT TO THE PRECEDING COURSE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 1000 FEET AND A CENTRAL ANGLE OF 54 DEGREES 45 MINUTES 56 SECONDS, AN ARC DISTANCE OF 14.34 FEET TO A POINT OF REVERSE CURVATURE; THENCE TANGENT TO THE PRECEDING CURVE ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 289 DEGREES 31 MINUTES 52 SECONDS AN ARC DISTANCE OF 252.66 FEET TO A POINT OF REVERSE CURVATURE; THENCE TANGENT TO THE PRECEDING CURVE ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 15.00 FEET AND A CENTRAL ANGLE OF 54 DEGREES 95 MINUTES 56 SECONDS, AN ARC LENGTH OF 14.34 FEET TO A LINE THAT IS PARALLEL TO AND 546.40 FEET SOUTHERLY OF THE NORTHERLY LINE OF SAID SOUTHEAST 1/4; THENCE ALONG SAO PARALLEL LINE SOUTH 88 DEGREES 05 MINUTES 42 SECONDS EAST 327.05 FEET,' THENCE LEAVING SAID PARALLEL UNE TANGENT 70 THE PRECEDING COURSE ALONG THE ARC OF A UAW TO THE RIGHT, HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 89 DEGREES 53 MINUTES 11 SECONDS AN ARC LENGTH OF 78.44 FEET TO A POINT ON THE WESTERLY MARGIN OF ANDOVER PARK VEST THENCE ALONG SAID WESTERLY MARGIN NORTH 01 DEGREES 47 MINUTES 29 SECONDS EAST 145.00 FEET TO THE POINT OF BEGINNING This is to certify that this map and the survey on which it Is based were made(i) in accordance with 'Minimum Standard Detail Requirements for ALTA /AGSM Land Title Surveys, Jointly established and adopted by ALTA and AGSM in 1992, and Includes items 1 -11 of Table A thereof, and (ii) pursuant to the Accuracy Standards (as adopted by ALTA and ACSM and in effect on the date of this certification) of an Urban Survey. Dater 72/31 / l�T Signe0 Registration No.• t (AZ- Z-' 4 F FOUND 1/2' I ROD 18111 E PLAS cAP 'seA ; O.fY EAST OF PROPERTY LINE AND EXCEPT THAT PORTOOe. MORE PARTICULARLY DESCRIBED AS FOLLOWS BEGINNING AT A POINT OM THE WESTERL MARGIN OF ANDOVER PARK WEST WHICH POINT BEARS NORTH 88 DEGREES 05 MINUTES 42 SECONDS WEST 1,369.34 FEET ALONG THE NORTHERLY UNE OF SAID SOUTHEAST 1/4, AND SOUTH 01 DEGREES 47 MINUTES 29 SECONDS WEST 973.30 FEET ALONG SAO WESTERLY MARGIN OF ANDOVER PARK WEST, THENCE FROM SAID POINT OF BEGINNING LEAVING SAID WESTERLY MARGIN, TANGENT 10 THE PRECEDING COURSE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 90 DEGREES 06 MINUTES 49 SECONDS AN ARC LENGTH OF 78.64 FEET TO A PONT ON A UNE THAT IS PARALLEL TO AND 1,023.40 FEET SOUTHERLY OF THE NORTHERLY UNE OF SAID SOUTHEAST 1/4; THENCE ALONG SAID PARALLEL LINE NORTH 88 DEGREES 05 MINUTES 42 SECONDS WEST 326.76 FEET; THENCE LEAVING LAST SAID PARALLEL UNE TANGENT TO THE PRECEDING COURSE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 15.00 FEET AND A CENTRAL ANGLE OF 54 DEGREES 45 MINUTES 56 SECONDS AN ARC DISTANCE OF 1434 FEET TO A POINT OF REVERSE CURVATURE; THENCE TANGENT TO THE PRECEDING CURVE ALONG THE ARC OF A CURVE TO 7HE LEFT HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 289 DEGREES 31 MINUTES 52 SECONDS AN ARC DISTANCE OF 25266 FEET TO A POINT OF REVERSE CURVATURE THENCE TANGENT TO THE PRECEDING CURVE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 15.00 FEET AND A CENTRAL ANGLE OF 54 DEGREES 45 MINUTES 56 SECONDS AN ARC LENGTH OF 14.34 FEET TO A UNE THAT IS PARALLEL TO AND 1,068.40 FEET SOUTHERLY OF THE NORTHERLY UNE OF SAID SOUTHEAST 1/4; THENCE ALONG SAID PARALLEL UNE SOUTH 88 DEGREES 05 MINUTES 42 SECONDS EAST 327.05 FEET; THENCE LEAVING SAID PARALLEL UNE, TANGENT 10 THE PRECEDING COURSE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 89 DEGREES 53 MINUTES 11 SECONDS, AN ARC LENGTH OF 78.44 FEET TO A POINT ON THE WESTERLY MARGIN OF ANDOVER PARK WEST THENCE ALONG SAID WESTERLY MARGIN NORTH 01 DEGREES 47 MINUTES 29 SECONDS EAST 145.00 FEET TO THE POINT OF BEGINNING,' SITUATED IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. 5 C,. 1290.30' CURVE DATA © EASEMENT AND THE TERMS AND CONDITIONS THEREOF: © EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE AREA AFFECTED: RECORDING NO.: PURPOSE: AREA AFFECTED: RECORDING NO.: RAILROAD TRACKAGE AND APPURTENANCES 7607707'0502 ON EXIS TRACKS Q7 EASEMENT AND THE TERMS AND CONDITIONS THEREOF: UNDERGROUND ELECTRIC UTILITY SYSTEM NORTH 12 -13 FEET 7610290608 ® EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: AREA AFFECTED: RECORDING NO: PURPOSE: AREA AFFECTED: RAILROAD AS DESCRIBED THEREIN 7703070907 7 RESERVATIONS AND EXCEPTIONS (177ANENATIOV RILE INSURANCE COMPANY PRELIMINARY 777LE RETORT. ORDER NO. 865927, DATED OCTOBER 30, 199ei PURPOSE: RAILROAD LEAD LINES AND SPURS ROAD AND UNDERGROUND STORM AND SANITARY SEWERS AREA. AREA AFFECTED: SOUTH 30 FEET RECORDING NO.: 5973722 69.00' 145.00' 0 EASEMENT AND THE TERMS AND CONDITIONS THEREOF: UNDERGROUND ELECTRIC TRANSMISSION AND /OR DISTRIBUTION SYSTEM 7 FEET IN WIDTH AS PRESENTLY STAKED OR AS MAY BE CONSTRUCTED, EXTENDED OR RELOCATED IN THE FUTURE RECORDING NO.: 7801130816 COVERS ENTIRE PARCEL 0 30.00' 30.00• 47 ‘ pp��T n"• I 50 SQ. REC. NO. 5973722 EQUIPMENT ADDRESSES BUILDING #1 BUILDING 12 BUILDING 13 BUILDING 14 BUILDING 15 BUILDING I6 BUILDING 17 BUILDING 18 BUILDING 19 BUILDING 110 BUILDING 111 BUILDING #12 MI al Me _ _ � GENERAL NOTES 0 25 3 PARKING SPACE COUNT STANDARD COMPACT 764 483 4, VERTICAL DATUM: NOM 1929 5. PARCEL CONTAINS 17.45 ACRES SCALE 50 100 ( FEET ) 1 Inch = 50 ft. LEGEND VS TIRE HYDRANT AUTO ARE CONNECTION C1 WATER VALVE ® WATEL METER O POST INDICATOR }} o- WATER BLOWOFF WATER PAINT MARK UTRUTY PoLE w/IJGHT GUY ANCHOR unurr POLE 8 POWER METER .nO. PORE.R VAULT POWER TRANSFORMER MI TELEPHONE VAULT ▪ TELEPHONE RISER OT TELEPHONE MANHOLE - T - TELEPHONE PAINT MARK ® GAS METER Y GAS VENT -G- GAS PAINT MARK ▪ CATUI BASIN O STORM MANHOLE rT t 1 Q 5E71ER MANHOLE ® JUNCTION Box FgJNO !➢BASS CAP YON. IN MOVUYEN7 BO% FOUND MONUMENT AS NOTED LOCATION OF TITLE REPORT EXCEPTION EVERGREEN TREE DECIDUOUS TREE CONCRETE WALK 2 BOWING SETBACKS PER PTY OF TUKWILA: FRONT - 15; SECOND FRONT - 15; SIDE - 10; REAR - 10' HANDICAP 21 200 REFERENCES 1. REFERENCE SURVEY PLATS VOL 128,/27 -28, VOL 104/8 -10, VOL. 31/73 -74, VOL.. 83/22 -21 REFERENCE SURVEYS: 54 /212 43/115 128/26. 2 SHORT PLAT NO. TU SP 91 -9 55 RECORDED UNDER RECORDING NO. 9208261819, RECORDS OF KONG COUNTY, WASHINGTON. FIELD MEASUREMENTS FOR THIS SURVEY WERE PERFORMED NM A WILD TOTAL STATION INSTRUMENT. ALL PRIMARY MEASUREMENT EQUIPMENT UTILIZED HAS BEEN COMPARED TO AND ADJUSTED AGAINST A NATIONAL GEODETIC BASELINE WITHIN THE LAST ONE YEAR. 545 ANDOVER PARK WEST TUKWL R. WASHINGTON 98188 565 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 575 ANDOVER PARK NEST 7UKWILA, WASHINGTON 98188 555 ANDOVER PARK NEST TUKWILA, WASHINGTON 98188 625 ANDOVER PARK NEST TUKWILA. WASHINGTON 98188 645 ANDOVER PARK NEST TUKNILA, WASHINGTON 98188 655 ANDOVER PARK NEST TUKWILA, WASHINGTON 98188 635 ANDOVER PARK NEST TUKNILA, WASHINGTON 98188 685 ANDOVER PARK NEST TUKRWLA, WASHINGTON 98188 360 CORPORATE DRIVE NORTH TUKWILA, WASHINGTON 98188 375 CORPORATE DRIVE SOUTH TUKWILA. WASHINGTON 98188 370 CORPORATE DRIVE NORTH TUKWILA. WASHINGTON 98188 1. SUBJECT PARCEL IS ZONE X - OUTSIDE 500 YEAR FLOOD PLAIN PER FIRM MAP 5303: RECEIVED CITY OF TUKWIU PERMIT CENTER W (f) L1 La cn a. cc O ^ W 1- 0 Z LJ 3 w W -• �V Q J SHEET U � i a v a >n §,o ES NBBJ 111 South Jackson Street Seattle. Washington 98104 1206) 223 -5555 Fax (206) 621 -2300 STANDARD GRAPHICS STANDARD ABBREVIATIONS Datum or Bench Mad Floor Elevation 5 A5 .1 fl Ek A ® D5 Symbols for Flag Plane Partition Type Imilmtor See Partition Type Schedule Schedule Indicators for Elevations W = Window L e Laver Match Lae Sheet Number A Adios. Drawing North Arrow 11 Roof Dram Existing Construction Hatch Poche Column Grid Symbols Building Section Light F Letter Identification harss See Fixture Schedule Wood/Plastic n ?lumber El Section View Detil —�— Starting Point A Cegng Grid Indicator Number identification Sheet Number Reflected Cefag Z� Plana Interior Ele.on Number identification Smoke Ionization Sheet Number Smoke Detector Building Elevation Letter Id.rAfle Wn Sheet Number Counter Mounted Lavatory Wag Hung Lana Floor Mounted Service AM Electra Water Coder , 505 Cased Openhg L -1 5302 R for Reflected S Cabs Pane 11 Concrete Concrete Masonry Unite B rick Ceramic TA Quarry TA Stone Typical Dom Ccaltione Door Meyer is Same as Number of Roam Served When More Thm One Door Suffix Added ( -1, -21 SO Swing Typical phn mam me pm.. New Door A EMMA Wag Ensting Door A EAsIAg Wag Lavers Number Comesutively Refire Rests number Same as Room nailer with 'R' Prefix Apply Ak Diffuser Return Ak acv Exhaust Diffuser Slot or Linear Darin Anti Mahn Section VAR Floor Finishes Section View E_t Wall Section Number identification Ax.s Panel Sheet Number Fire Spieler Insulation Detail Pim S idenerlcotion ■■■ Suspended CA. Section View S hat Norther Grid W Key Pan Indaatr GAS or Paster Letter Denotes 035 Brehm Snob. or Elevation ...... Metal Revision Indicator Material Legend Seaton Mew Earth/Pavement S.. yew Elevation View Clay Tile Marble Grout Mortar Metal Lath A Paste. or Stucco Gypsum Wall Bard Veneer Plaster on Bate Bard Ceramic TV. Thin Set Ceramic Tile Grout Set Ceramic TA. Quarry TBe Thin Set on Concrete Floor Ceramic Tie or Quarry Tile Grout Set with Membrane Resilient Fading Carpet Wood fmodhg Shah or Blocking Finished wood Plywood PLAN on Particle Bard PLAM on Plywood Glue Laminated Section Rigid aedatIon Batt or Barret Insulation Spray on Fireproofing Steel (large sale) Notation Indicator - (undisturbed) . G -Genral Note. Earth D- Demailtlon Nate Remodel Notes San Metal S-Site Notes -. Sand FM I L (email sale) Other WWI (Argo scale) Capillary Fit! ,��te Mow Metal Frame LJ Meal Stud Asphaltic Shown Concrete Metal Flashing WA Hang ▪ Sleet Metal Water Closet Concrete/Masonry Meseiamae Wall Hung Section Mew Elevation Mew Section VAR Wool Acoustic TVs Rod A Sealant Gass Elevation View Plan View U ... 1111 Elevation View Elevation Mew Elevation View Elevation Mow 7:7 Graphic Sc. 0 2 4 8 18 24 1/8'17 -O G A AB Amber Boit AC Acoustic, Altese.g Arent AD Area Dray ACT Amuedc Ceig TI. ADD AddeMim ADDL AddMmol ADM Addition A41 M)MAle, Ad AFT Above Fl.hed Foot AGGR Aggregate ALUM Akan= ALT AlrermbAHratlon AMP Ampere. ARCH Andmr ANUO Ma (Anodic Catlngl AP Access Panel APPROX ANmt n.fly) ARCH Architect. ASST Assistant AST Asa. ASSY Asse.y ATM Atmosphere. AUTO Automatic AUX AIW.ry All Audio Vieual AVE Avers AVG Average AAP Acoustic not Panel B 8AL Balance BS Buata Board BC Bohan. Cub W Bard BL Bddg Lim BLDG Sniping BAG BVtEQI) BLVD Boulevard BM .ch Mark Bm Beam SOT Bottom !MG Bearing BRIO BmApe, Bridging BRKT Bracket BS Be Sides, Dort Set MET Bement BTU British Thermal Unit BAY Between BUR BWWp RmtOg BW Bottom of Wag C C Closer lea Door Sdwdub6 Computer Outlet CAB Ablest CAD Cora.. CAP Capacity CARP Carpet CB Catch Bann, CAkboand CCTV Closed Chat TV CD CeMg Diffuser, Cop Dispenser CEM PL Cement Plaster CER Ceramic CFB Cuba Feet/Hour CM Cuba Feet/Adsde CFS Cr0a Fat/.ond CG Comer Guard, Center of Gravity CH Coat Hook CHAR Camel COBB Chamfer CHEM Che mcd, Ch.stry Can bop, Curb Wet CF Compreeeale impregnated Foam AP Cast-in-Place Icemrebl CJ Cawauctlon Jaat CK Change Key CL Center Lite, Clearance CLG CAM. CU Control Jaat CIA Coking CLOS Closet CUR Car CLS Clow CAF Composition .tic Floorkg GAG Countersink ModAe Scree Choy Cermdc Moak Ile CAM Concrete Masonry U. CO Cam out CO9 Carbon Dioxide COL C.A COMA Can /Cankmta COW Cmmndatlon CAME Compressive., Cmpactir11ed10w0, C CONC COID Conduit, C.Mon COIF Conference CONN ComecNanl CONST ConsbecOon CAT Continue, Cmt atan CONTR Contractor CAN Cavxtor COORS Coordinate CORR Corridor CPL Cement Piaster (Portland) CPM Critical Pad Method CR Cold Rolled, Chemical Rosie. CRT Cathode Ray Tube CS Cup SING CSK Counter., Countersunk CSP CteAk.nmi Sadd P'ba CSV Can Rd.. Shen Vinyl CT CrRt T., Caryuter Tem. CTG Coating CTR Cater CU Chile CW C. Water CWS Counterwmk Wood Screw CY Cubic Sad D D Deep d Penny (Nmal m Dacael DC Direct Current OBL Double DE Dalonized Water DEG Dogmata) DEM DamoGsit Dwane DEPT ...meet SET DMA DF Ddiag Famtkt Da a. Fir NA Demeter BAG Dagano DDA GAled•a Concrete Anchor PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE e ISSUED FOR PLRM'IT TUKWILA, WASHINGTON ' • � G. -�� ONLY DFF Oifhner GPL Gypsum Paster AP Mead Lath ad Planer DM Mnamanlei GPM Gabon Per Mnete MO Mosaay OpeNg AR Okector. GPS Gallons Per Second MOD Madder, Mnfled, DISC deeomeet GRP Gave Fber IMMreed Modification DW Dieleian, Dwider GS Galvmdred Steel Al Ymdie Pa GdSO W. DL Wad Laid GT Gazed Tile Panel ON Dom GAB Gypsum WW aa.d MR Mot Ream, Mod Rack DO Ditto GYP Gypsum MS Machin Screw DPS Door Pssltlon Switch MSS horror and Shelf DR Donor, Drain H Mf Wart DS Dormptn HARDWARE HEADING COORS IMMD Routed DSP Cry Standpipe Nee opeMg anteddn.) LAG Manta. DT arch Tie lime AR HT NmmAg BMA DWG Wrangle) G Group MTR Attar DEL Dowel C Closer ME IAim DER Drawer B Stop E �P Threshold N E Electrical Cutlet w Weathersteeg N Nand EA Each H NOE ME REG Negative ® Expmean Balt HB Hose BD NIC Not In Contract ECT Elea, Computer, HC Hose C.net/Ilmdlnap MK No Key Telephone Outlet HCW Halo, Core Woad/rat and A Amber Cold Water NOM Nasal EJ Expansion Jobt MAD Hardboard NONCOM .can to ble EL Eevation (Grade) IDR Header NPT National Pipe Thread ELEC Electric. HE Vedtental Exit NRC Nola RedretA ROSY Elevator, Elevation HEW Hands ld Eyewash Confident EA ENimte HEX Hexagon NS Non Sgp, !Mae Smtlnn EMER Emergency HOT mot NTS Not to Scale BF Emergency Power HM E WMaROTB 0 0 Outlet OA .m1 ERA Entrance HP Hrsepawer/Mpih OBS Oben.. EP Expiodon Proof Pressure/ISM Point OC On Center Ell E F-arthguake • IBpih Presets LamYate OD Outside Damster EGJ Earthquake HR Joint HR Hot OF Outside Face, Overflow EWA Equipment HS Haack Seip/H. Strength OFD Overflow Drain ES Emergency Shower HMG Hosekeepag OFF Office EST Estimate HT Holpirt OH Overhead Overhang. ETC Et Cl HTG Heating Oval H ETR ExleOg to Remnelo AR Heater OHS Own Head Screw HMI Heatg and Sonnet. OHRIS OM Head Pashas Screw EEC Electric Water Cooler HVAC Heat. Venda., Ak ONES Aid nod Wood Screw EXAM ExarAutko, Exam .g Co.lonig OPER 0 perg th g EXC Excavated, Excavation, MY Hot Water, Hardware OPB Oppoelb Bend Excavate HAD Btdwmod ORAGI Open. EMI Ethaum HWY Highway 'PP Opp.Yte EXIST E ep.ta HTD Hydat 022 Once EXP Ens. Simonton EXTD Exleked I Amman F D , Inside P Power, p.m Dhension PA Public Addeo PAR Ptogmaph Parapet F Fabreabeit FA Braw.r a Umt Is PAM Passenger F TO F Face to Face E avert era Glass n PTR prttSanlai F Fke Alarm IG Inen g Gass PB Pone Bolt, Push Burton FA B Fahrlate, Fabricator, W kindred Metal Panel PA particleboard Fabric M kwh PC Pd Cho. FAC Factory ECM ...net personal Computer FAX Fa.. ACM Incinerator PCC Precast Concrete FB Flat Br 1NCL leolndelag) PCD Paper dy O .er FA FB.rbaard PE AdtatrkJ PCF Prods /Cubic Fat FCU Fm Call Unit 11E0 alamtan PCP Precast Concrete Panel FO Floor Drain Me PON Power Drhen Not ,b FDC Fke Depnrrt BASIL fret Imtagaaa, Install PUO .lemur A. Sand Comex. AA assaMdN PED Pedestal FON FamdaSon MT ateMr PEA Perforate. FDPR . Damper LATER atemecdon, PERM Peebles FDS Fan Divider Strip Intermediate PERP P.... FDV FAe Deprrnnt V. Fp ▪ • Invert PM Pad PM Prefaedcoteld FE Fite EztlngWher PG Pea Gas FM Fire Extinguisher F Cnliet FF F J PGBD Pegboard Finish, t Face PH Plime FH Pb. Hydmt thane Hood JAN Janitor MAR pMe y bash Head, Fat Head J-BOX Jmcrlon Box PL Planter/Plate FHC Fite Hon Cabinet JST Ja t PLAM M. te FHEC Fire Hose and JNT Ala PLBG Pkmbig Extap.her Cabinet K PIE PAMAA t w Foot FAA Flat Head Macl An Screw 1� PEND Plywood FHR Fite Hon Rack KD KAh Dried / Kno Down PMU then. Masonry Una FHS Floc Head Screw KIP L000 pantie PAU p.osmOa FHWS Fat Had Wand Screw KO Knack Out PIE Panel FIC Cart and Ana. KP Kick Plate PET P..11 by by Contractor KS Knee Space POL Pond. FN Maned) KSI Kips Pee Spas huh PORT Portals Fm Fuatwd and angled KW KARMA) PP Path Pate by Owner PR Pei', PrMer, Coster FW Embed and heeded L Miter by Vendor L Lead PREFAB Prefab.. FL Fan LM, Floor PRELIM prey FLASH Mos. LAB Laboratory PRELIM prow, FLEX FLG Flange LAS) Lag Hol(s), Poen.) PROJ ProJn:dlon) PROP Praeertr _ FIR Floor. LSI l PR07 Pre:. +A FLUOR Fluorescent LBR Lumber Prntrmed PS FY Frei LF heal Fool Liar For FA Funnel Dona LG La Ling. Glass - ss Parade Per Awe foot FDIC Furnished by Owner, LH Leh Hand PSI Pottle Per SIt eima acre PT Pohl Pnaum. Tube Installed by Contractor LHR Left Hand Revere PM Paper Towel Apnea FAY Funalu:d by atdtt L LA M tAe tedatlon .bar MAW Paper Towel Dtepawer Mtaled by Venda Last Wrote Rom.. Fkaprontlkg), Fug MR Laker PIS P.m. Tube System, Penetration U. Live Load P.m. Tads Statlan FPM Fat Pr Mate LL88 Lang Leg Bade to Bad PVC Polyvinyl CNartla Fps Fat Pa Second LLV Lang Leg Ver.en FRAMGI Fran. LMP Lath and Pater PAW Pavement FAO Frequency LP Low Pont PER Power FRTW FAe Retardant Treated LT Light Q Weed LTG Ughthg FS Fug She, Floor Sark LlWT Lightweight QT Outry Tye /Guars FT Foot Feet LVR Louver QTR Quarter FTG Foot. Camety PURR Furring M R FUT Fut.: W. to be MACH Madie R g.., Riser Performed Later PANT Maatea,ce not Rona. Rana. eft Fabric Wag Cover. MRS Masonry Rader FRP Fat Wall Paint MAT Mate. VD Rubber Bain FXD Fixed MAX Aartaxn RCP Reflected in Pan G MB Aach Boll RC Raceway N MRH 1000 B ear ThamN RD Rat SAt Ronal St Glean Abbre.done U./Hour MBR Metier w R Receiving r GL Ga PG Plate Gass BIC Men. Cabinet RECEP Receptacle, Reception WG She Goa Maegteo s REGRC ReciraAotla TG Tempered Gass MCW Are. Care Wood RECT Rect.. D Mooting Glow BECH Ahmkal RECO Received LG iodated Gass ED Medical, Madam REF Afore. G Gm Outlet MEMS Montrone AEFR Refrigerator GA Gunge /Gage LET Meal REG Regulator, Reglet GAL Galt. ME22 Henan a REIF RA gAter YglOmntl GALV Galvfelted rd Intent Fbee Board Re Rol and Shill GC Gen GB Grob Bar IFG ...Am REQ Requteld, Ragbement G eral StammerStammerMGR MmoMr REA ReeBent GI • Ga Galvanized t kon MGT Mot a MGR Mat G RET Rehm I a lai kt. u Gazed lie REV Reverse, Revised Re.lon AT Alkaloid) Fan A • Metal le Pall REV Rondo Frequency Concrete MC ficrophone GFRC Cale Fiber Reafwced MI Manhole RFG Rang GL Glare/Gating/Gland W MNa Abut. RG limbtadon Grave CLAM Glue Laminated MR Mirror RH Rabe Haak, Right Hand MP Gypsum Lad and Paster MSC IlscAmarn RMIS Rand Head Nodbn Screw GND Grand AK Nowt Keyled) RHR Dght Hand Reams GOVT Government ML Meal Lath RH S Rm. D. Stew GPH Wpm Pa How REDO Mould. AM Rand Head Woad Screw RE Roar Dote Daapritn of Rm.. RID Round RO Rough Opens. ROW Right of Way RPM R.roadane Per elute ROL Rub Rd RS Sp.. Shelf RTN R.rn EA Rica.. Leader S STRUCTURAL STEEL DESIGNATIONS S W Sage 8 8 Shape M M Shope C Ame.on Stardom! Channel MC Mecellmwm Channel HP HP Shape 11-S An . r Structural Tee cot tram W shape ST Stzabad Tee out from MT Shahan Tee Cut from M Shape PL Pate TS Structure/ Tubing V S South, ct Srypert, L Seth Saend Auemadm SAN Sae. SS Spkrh Blade, Spacer Br SCD Seat Corer DHpeneer An Aim. sAms Sd,edde SCR Sagan SCR Sand Care Wood SD Soap Uapmw, Soap Dish SDB Sold Deaden. Board SDPR Smoke Damper SE Self Edge SECT Section SET Setlog SF Square Feet SFC Spadal Floor CaaLAg SFP Sprayed-on F SGEN Sent -Ginn Era. S41 Sealer, Hardener SHE Shelf, Shoham SRT Sleet SAG Snead g SHR Shower SW Sheet VAgt SA Saar SYR Sm.. Damper SE Seif Edge SECT Sectlan SET Settg SF Sq.e Feet sA7 SEC Special Roor Coati. SFP Sprayedan Fireproof. �g SGEN Sad-Gass Enamel .H Soler, hardener SW AA, Shelving SET SAen AM Sheathing AR Shower SHV Shan Amyl AA Stir SJ Steel Joan SK Sark SKL Skylight SLBB Shod Legs Bads -SEMnA SLR Sealer SM Sheet Metal SYS Shat Metal Screws SND S.tary Napkin Dbpemr SPIT Sad. ueW gaeemt, L4;r_h Ante Sot Slob on Grade SP Sher Pate, Snake Partition SFEC Spoci.dat SpetHbd WA Speaker SPC Spedal SPR Spratler to Rqute SS Se . Sink ST sheet steam SST S.less Steel STC Saved Trm,alealen, Cl.a STD Somdtd SOF Stiffener STL Seel 5111 Steam STOR Storage OTt SOa$Tin STRUC SMMral STS Self Topping Sae, SUBFL S oodles) NIP Supply SWP Support SURF Surface SUSP Sumendleal AV St. and Yam. SV shat Amyl SWC Spedal Wall Caakg All Symmetd d SYN Synthetic SYS System S13 Surfaced One Side S25 Surfaced Two Suss S4S Surfaced Four Sides T Tap, Tread, Toilet TM Top and Bottom TB Towel ., Task Bare Tc Top of Cub, Top of Concrete TD Towel Dlspemer. TOW Towel Dispenser and Waste TEL Telephone TAP Tempratw.. Tempered TER Terrazzo TG Tempered Glass TAG Toga 8 Groove TIM Tsrv;,d Nordmac THERMO Thermaall. THK TNckfnea) ARMS Threshold THRG Through TL Tnek LAIC TOC Top of Concrete TOE T.t TOL Tolerance TOP Tapping TM Tap of WAS TP Thumbtrn or Turndxe TPD T.Wt Paper Dispenser TPDAS Toilet Paper Dispenser and Shelf MI Toilet Paper Holder TPTN Target Port n TRD Tread TRK Track Siva, Idle ABBREVIATIONS GRAPHICS TIK TNdcSwad THREE Tlreahoid THRU Are. TL Tort Light TOC Top of Concrete TOR Tern TOL Tabors. TOP Ttppro TOS Top n Ebel TP ...en or Tury TM Tail. Paper Ammer TPDAS Toilet Paper DAM. mi TPH Tale Pryer Helder TPA Tales Part. Tim Tread TRX Track TS Top of Skit / Table Stem TV Telensian TW Tempered Water, Top el Dad TM Typkol Inc uniform Bhidg Cade UC UM Cooler, Under Coiner UG Underground UH Um Neon U. Undrnaere Laboratories, hhF IMF IaPoJehed UR trawl UT Ult... Ten Gin- UMiy W Unit Vo.atnr V ✓ Volts GAP Amor VAR Vaahie, Var., Vary VAT Amyl Asbestos Tile VB Aryl Bar. Vaum Breaker, Vapor Bader GOT Vinyl Composition Tie VD .me Damper VEH Vehicle VENT V.a.n, Ventilate, Ventkdw VERT Vertical LEST Veal. VG Verth. Gran VW Main VJ V -JoMod VOL Nantes VP Veneer Plater VT V. TA VWC Vinyl Wei Corrag VWS Vinyl Ad S. W Watts W Wide, Wear, Waste, Water W/ With W/0 Without WAN Waiv.t WB Mite Board, Woad Base WC Water Closet AD Wood WOW Window WF Wide FV.ge (Steel) WG Wke Gass, . GM WL Water LM Dap Work Poet pep Waterena, weathwprat WPJ neatened Nam Joint WR waste Receptacle, Waal Repele t WRB Wardrobe WA Wood MIA WS Woad Screws, Attendee WSP Weatherstrip, Wet Stand ifige WSV Weld Sheet Vinyl WT Weight, Waten.t WLYF Ar.d Wke Fabric WW1A Welled WAe Yeah Y YD Yard 0. Symbols L Angle • At • Centr/ne Channel Per R ▪ Para Routh or Plea (Electrical) O Diameter 01 Square Square Feet fe And A Delta Plow or Mnua Supplemental Abbreviations AC-t Exposed Tee Gdd, 2 x 4, Lay-k ACT CORR Com .oted CFP Camealed Fssmem Pmele .T M.Sze Raktant MR Metal PIE Pont nuts FS Flee Sheet TLT T.t TFMR Temtormer Atp,wed By ion Nabw 24646.00 OnAnISM Drown NJH asdd Die 3/31/97 9.1 Nnber RECEIVED CITY OF TUKWILA PERMITCENTER A-1.1 EN M1T PAMUON S SHI A ROIL. 21- , 2' -e AIDE REMOVE EXSTING EAST. UM —/ CORP TO NEW =RB WT & WHEELCHAIR RAMP 1.12 SLOPE ENTRY LAYOUT /PAVING BLDG.12 AREA OF WO K 1/16" = -4 m —J NBBJ I South Jackson. Street Seattle. Washington 98104 1206) 223 -5555 Fax 1206) 621 -2300 REMOVE EXIST CONC. PAVING AS REDO (SHOWN DASHED) NEVI' PLANRNCB MEN. DRAIN E%ISL CoNC. CONC. SEAT 1.C.2'MA ICONC. 11 EXIST. TRASH ENCL. TO REMAIN - PAIN1 ENCL. I 21� -L- I 1 O2 '27i /7 „6Z,Lti lOS 01 SITE PLAN 1. = - 0' 50' o ammucaral I W P DISABLED 1 „DISABLED SIGN y I EW PLANI7 PT. SYMBOL O NEW ACCES S. STALL --► T. 5' -0' W i C ESS. PATH NEW URB CUT & WHEELCHAIR RAMP 1:12 SLOPE — 7DC ENTRY PANT. - SEE SHT'. A -5 1/16' = 0 -0' Gr C s 1,1 N NP 15 \9, 20C' T L1 1_ ! .1 1 1 REMOVE E%I CONC. P AS READ. (SHOWN DASHED NCH DRAIN CONC SEA I CONC. 2 REMOVE EAST- AUGHT FlXRIRE 21- TR. STRIP — ST. CURB RY LAYOUT /PAVING BLDG.10 NEW TRASH ENCLOSURE OMIT DEMO & REMOVE EXIST. TRASH ENCLOSURE , 000601 ��Tllllllil I I I 00' 'Z2' ENTRY PANUON SEE SHT., A -5 2 -N STRIP 2' -4' AgDE NEW POLE MOUNTED InsA ' PKG. SIGN NEW CURB NEW CURB CUT & WHEELCHAIR RAMP 1:12 SLOPE PT. 5 -0' IOU. ACCESSIBLE PATH 1/16' = 1' -0' IT ° M „6Z, /+.LOS ANDOVER PARK WEST w oo _... —. 6MILtJ�i g IYi _ CONC S EAT _r �' RANG REMOVE — E %ISi. TREE PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: MOVE IXI AS (SHOO DASHED ENCH DRAIN NEW KANDNGS' I.C. 21 ICONC. II RY LAYOUT /PAVING BLDG.4 G ENTRY PAVILION - SEE SHT. A -5 REMOVE EAST CONC. PANNG� AS READ. (SHOWN DASHED) TR DRAIN ONC. SEAM 1CONC 2 REMOVE EXIST. LIGHT FlXNRE NEW POLE MOUNTED DISABLED PKG. SIGN P ACCESS. STALL PT. 5' -0' WI. ACCESS. PATH PR -STRIP L1 7 -4' WADE NEW CURB CUT & WHEELCHAIR RAMP 1:12 SLOPE NEW PLANTINGS RY LAYOUT /PAVING BLDG.3 1/16' = 1' -0 p A-6 NEW TRASH ENCLOSURE DEMO & REMQ - EXIST. TRASH ENCLOSURE PARKING ANALYSIS SUMMARY TOTAL PARKING STALLS TOTAL HANDICAPPED STALLS Vo oN I I EXISTING PROPOSED 1261 1257 22 22 NOTE: STALL DIMENSIONS SHALL FOLLOW CITY OF TUKWILA ZONING CODE 18.5E SOUTHCENTER CORPORATE SQUARE - ISSUED F R P[ RMU`U ° TUKWILA, WASHINGTON ILDG. 12 ONLY 0� 1 015 TRENCH DRAT OK. 21 TYP. STRIP 2'-4' WAGE NEW P. MTD. DISABLED PARKING SIGN PT SYMBOL OU NEW ACCESS. STALL — ►. PT. 0-If 111. ACCESS. PATH NEW PLANTINGS T REMOVE EXIST. LIGHT Fl%NRE NEW RB CU & WH RAMP 1:12 SLOPE NEW CURB TO MATCH EXIST RY LAYOUT /PAVING BLDG.2 1/16' = 1' -0' EXISTING _-- BUILDING 11 �F 2 STORY F.F. =24.50 30,208 GSF OMIT (- 11� \ o Pin I 1 I I 18 118 LE 21 AWW 2 0 241 1 LL 1 I I L i :I 14 14 r) l t L9 I IIII 41 I I S I ° zo o y 1 % // EXISTING BUILDING 9 2 STORY F.F. =24.00 20,421 GSF MIT ° Elh VEF 8 L'e6 — I PREP. & PAINT III I — 1 EXIST. MTL ROOFING r 1 EXISTING TO MATCH EIFS -1 f r ` x BUILDING 7 (VIE). -- I .,Lj 2 STORY E MIT FF200 I R 1 19.. , . 4 - 21 4 . GOT I (_ M I 1 11 iaLL EXISTING )COVERED 1 ATRIUM — i 4,040 GSF ,may OMIT EXISTING BUILDING 6 2 STORY F.F. =24.00 20,421 GSF : 4 I�� • NZIF EXISTING BUILDING 8 2 STORY F.F. =24.00 20,421 GSF MIT Eh 8 EXISTING ggg 2 BUILDING II e MI T T9°421 GSF u , WWZt _19 • LE PR 9 lij I I I I2 7 20 1127 rTh R L 'Tr 0 "Z8 12 18 I � I J" 1 LL I_� �— B1 -2Frir I i7— EXISTING 2UILOIYGoT 2 STORY F. F.=24.00 19,421 GSF 0 1I EXISTING BUILDING 2 2 STORY F.F. =22.50 19,421 GSF OMIT L 0 E.r� 014r III j ; ! 1 j ! I I1 IMF oirs 1PM � I U EXISTING BUILDING 3 2 STORY F.F. =23 -50 20,421 GSF OMIT 11 1 1r :wow nam- e e EXISTING BUILDING 1 2 STORY F.F. =22.50 20,421 GSF ° OMIT AIff FE EXISTING -S BUILDING 12 2 STORY F.F. =24.00 19,421 GSF marma smassm tl° I u 1 EXISTING BUILDING 4 p 2 STORY {'� I I OMIT F .F. G 23 G 0 I -- - !rte J� i_I L t AIM 172 ( I TIP 3 NEW TRASH ENCLOSURE OMIT ° DEMO & REMOVE EXIST TRASH PAINT TO MATCH ENCLOSURE EIFS -2. - M,.60 Zt LOS 10 i 11 SITE PLAN ENTRY PAVILION I - SEE SHT A -5 I >_e EON El TYP. STRP MD: - - -- j ' — I 1 /III � I 1.J i AARared By M Nimher 24646 00 D*LyedSM am= JC decked at. 6/16/97 REMOVE OUST LIGHT FIXTURE NEW POLE MOUNTED DISABLED PKG. SICK NEW CURB Pi. SYMBO- FOR Sr ESS. TALL PT 5' -0' W. / p - ry I ti W PLA,NINGS ACCESS. PATH OM I - RY LAYOUT/PAVING ° VING B° ” ' rHV�nu DLUG.1 or = 1' -0' GENERAL SITE PLAN NOTES: I. CONTRACTOR FIELD JERRY ALL EXIST. SITE UTILITIES, UGHTING, LANDSCAPE IRREGAI1ON & SITE DRAINAGE T STEM PRIOR TO START OF WORK. - COORDINATE w /OWNER REP. Z. PROVDF POSITIVE SLOPES AWAY FROM BLDGS. M ALL AREAS OF NEW WORK 3. SLOIDEWL M 1% AWAY PE CONE. FROM S BLDGS ., P.2. -. PAINT ALL ELECT. BOXES & TRANSFORMERS TO MATCH EIFS -2 COLOR (V.i. F.) AREA F WORK ° M _ DEMOLISH AND k REMOVE EXISTING COVERED WALKWAY STRUCTURE & LIGHT FIXT CLOSE EXIST. ELECT LINES AS RECD PATCH AND REPAIR PAVING TO MATCH EXISTING NEW TRASH ENCLOSURE - EXTEND EXIST CURB & PLANTING O[HIT LEGEND Sheer %TEar RECEIED CITY OF TU ILA P,�01G Xs T. 7 CMC PAYNG AS DEOD DASH?) ENCN DRAIN PERMIT CENTER A_2 CNC. i -A CONr. JN1 1 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 FOUND MONUMENT -SEE SURVEY EXISTING EVERGREEN TREE EXISTING DECIDUOUS TREE EXISTING CONCRETE WALK IiE'9 ::iRB CU te WHEELCHAIR RAMP 1:12 SL E N I NBBJ BLDG. 7 SEE LOBBY BLBGS. 2,4,10 NOTES SIM. REMOVE CLG HUNG BANNERS ABOI{ REPLACE DOORS REPLACE CARPET 2ND FIR. BALCONY ABOVE (SHOWN DASHED) 111 South Jackson Street Seattle. Washington 98'0-^+ 12061 223 -5555 Fax (206) 621 -2300 BLDG. 8 IcONc. 11 CENTERLINE ® DOORS C,1o0- STRIP EXIST. CONC. .l.INE n 90085 ,_- f Qi w \ IGGNG. �0 1 CONC. SEAT A -6 TRENCH DRAIN PAVILION: Building 7 KONG. 21 i 0 G + BLDG. 7 BLDG. 6 SEE LOBBY BLOCS. 1,3,12 N01E5 SIM. 2 STORY ATRIUM 705E5 BLDG. 5 BLDG. 6 75 REPLACE DOORS 2'-5" ATRIUM FOR TYPICAL NOTES SEE REPLAC CARPET E REP DOORS LACE NOTE: REPLACE CARPET AT ATRIUM GROUND FLOOR, BRIDGE ABOVE AND LOBBIES. NOTE: RELOCATE EASPNG FURNITURE At PLANTERS AS READ. FOR NEW WORK. ENTRY PAVILI - SEE SIT. 5. REMOVE EXIST. TILE INSTALL NEW CTE BORDER T -4 WIDE W X4' DIAGONAL AREA L CORNERS, USE FULL TILES, M W/ FIN. mGETILL CARPET TRANSITION. ATRIUM PAVILION: Building 5 1/8" = 1' -0" mime :..•�; 'Aiwa 75 PAVILION: Building 6 1/8" = 1 -0" 0 TRENCH DRAIN MNC. SEAT KONG 21 BLDG. 5 FOR TYPICAL NOTES Ilk FOR TYPICAL NOTES SEE EAST. FIR DEPT. CCiJE NECT. TRENCH DRAIN NEW PLANTINGS CONC. SEAT (CONE. 21 REM OVE EAST. CON PANIC PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: NEW CARPET 0 2ND FIR. 1ST F. SHADED REMOVE DOOR 1 WALL R 75T FtOCR EXIST. C.PLE TO REMAIN RF1AOlE SCNAGE EAST, SOFFIT 0.00VE TRENCH DRAIN CONC. SEA CONC.�. NEW MOU NTED y DISAB E PKG SGN: REMOVE SLOPED ASPHALT PT. 5' -0" M. ACCESS. PATH PT. SYMBOL FOR NEW ACCESS. STALL —04 NEW PLANTINGS NEW WRB CUT k WHEELCHAIR RAMP :12 SLOPE NEW CU MATCH,. 1/8" = 1' -0" END NEW CP ® 2N0 FLR REMOVE CLG HUNG BANNERS ABOVE REMOVE WALL COVERING 0 2ND REMOVE SIGNAGE EXIST. PIE REPLACE DOOR IN EAST. ALUM. STOREFRONT ALIGN EDGE OF NEW COLUMN TO EAST. FIN. FACE NEW PLANTINGS SAWCUT EXISTING CONC. SLAB TO ALLOW FOR NEW CONC. STRIPS LOBBY /ENTRY: Building 9 (2ND FLOOR SIM.) 0 CT ENTRY DOORS LOBBY /ENTRY: Building 11 k 1/8" = 1' -0" (2ND FLOOR SIM.) SOUTHCENTER CORPORATE SQUARE - ISSUED FOR PERMIT TUKWILA, WASHINGTON LOG. 12 ONLY G Ark 2ND RR: STAIN EXIST. WDOR. FRAME WINDOWS TO REMAIN I CONC. II REMOVE EXIST. CONC. PAVING ENTRY VILIO -SEE SHT A - 5 EX151. L LIGHT i0 REMAI E (GONG 2 - TYP. STRIP 2' -4 MOE FOR MICA_ NOTES SEE REPAIR AND PAINT DENTED WATER FOUNTAIN TRENCH DRAIN NEW PLANTINGS CONC ICONC. 21 KON I ICONC. 21 SEAT ENTRY PAVILION - SEE SHT. A -5. M. STTIP - - 7-';f "AP FOR FWICAL NOTES NM 0 A -6 Dale LOBBY/ENTRY: Buildings 1, 3, 6, 8, 12 SIM. 1/8" = 1' -0" (2ND FLOOR SIM.) EXIST. TILE TO REMAIN - ADD NEW VINYL STRIP. EAST. WATER FOUNTAIN - CONCEAL WIRING WHERE RECW W /SURFACE MIT. PLUG MOULD & RECEPT. CO., M. REMOVE EAST. WALL COVERING - PREP.& PAINT BLDG REMOVE SIGNAGE, M. STAIRWELL PAINT EAST. HANDRAILS AND W000 CAP. GEM REPLACE EAST. LIGHT FIXTURE W/NEW - BLDG 2, 4, 10. NOTE: REMOVE ALL WALL MIRRORS IN LOBBIES AND HGING ANNERS IN STAR AN B M. PAINT SCHEDULE: LOCATION 7ST FLR /2N0 DR LOBBIES STAIRWELL ST 1 LLR /2N0 FLR VESTIBULE MEN WOMEN CEILING cm WALLS cm cm cm By Dev#tim S Rem= AREA OF WORK SEE SHEET A -2 FOR NEW PAMLION & PAWING LOCATIONS BLOCS. 2,4,10. Sheet PIS LOBBY PLANS Approved By —I SEE SHEET A -2 l FOR NEW PA.. k PAVING LOCATIONSI BLDGS. 1,3,72. FOR TYPICAL NOTES SEE A -3 NOTE: BLDG. 12 HAS M FRAME -•: NTDOOR & FRAME REMOVE MIRRORS REPLACE 2ND CARPET -SCOPE SIM. TO O BLDG 1, 3. EXTENT OF NEW CARPET ON 2ND RR. BLDG 2,4,10 AND 1ST FIR. BLDG. 4 TRANTION OW A CR TO EAS FLOO RING NE TO OCC UR AT CENTER LINE EAST. V DOORS, BLOG.2. VERIFY EXACT LOCATION OF IXISPNG ODORS IN FIELD. PREP. At STAIN FlN EXIST. DOOR AND FRAME PAINT EXEC. FRAME REPLACE RUBBER BASE, M. PREP & STAIN DOOR. AND FRAME TO REMAIN 0 BLDG. 4 W. OFT MAT LOCATION - WOWO DOOR JAMB S. OFF MAT TA INTEGRA. WITH CARPET, SEE SPEC. - COORIDINATE W/ OWNER'S REP_ PAINT ELEVATOR DOORS & FRAME AGGRAGA CONC. REPLACE STOREFRONT WNDOWS /DOORS. MATCH EXIST. K. BRONZE COLOR DR -SEE SIT. A -4 W EAST PLYWD- FN. WALL (REPLACE SIGNAGE) REPLACE EXIST. EXPOSED NOTE: PROVIDE NEW CARPET C AT SECOND FLOOR LOBBY AS PER FIRST FLOOR LAYOUT SHOWN HERE. NOTECARPET R : BLD10- NO FOR FIRST R.' STAIN DOOR AND FRAME ADJACENT TO ELEVATORS. NOTE: PROVIDE 10 WIDE CARPET BORDER C■T2 AROUND PERIMETER OF 1ST At 2ND FIR LOBBIES WHERE DIM OCCURS EXCEPT STAIRWAY. LOBBY/ENTRY: Buildings 2, 4, 5, 7, 10 SIM. 1/8" = 1-0" (2ND FLOOR SIM.) wte, 24646.00 Desp.d S U :C a"$ad SM Date 6/16/97 G3ERAL AA!, NOS: 1. CONTRACTOR FIELD VERFY ALL DIMENSIONS AND O.TEPLIN'E CONDITIONS PRIOR TO START CONSTRUCTION. Ci ROPEY OWNER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO START OF WORK. 2 "ENERAL SCOPE F by FT 1ST & 2ND FLO. LOBBY REMODEL IS SAME BLOCS + THRU '2 SEE PLAN 2 FOR ',PICA_ NOTES. 3. COORDINATE aL ELECT /ME. PLUMBING At FIRE PRO?CP. SYSTEMS AS REM. W/ OWNER_ 4. COORDINATE NEW COCKS & HARDWARE W /OWNER'S SECURITY SYSTEM REP. 5. RESTROOM FINISH SCHENLE ' IMOf ExI5PN6 WAE'_ COYRNG WALLS PREPAR_F All NON-TILE WAllS FCR EMI-GL355 PAINT, UM 'WALL TOILET PEN WACC F17 GWB CEILING: Pit COUNTERTOPS: REPLACE EAST. PLASAC LAMINATE KITH: NVAMAR, ARP SIJRFACE "s" LACE cXIIIRED, S-2 -EST 6. NEW C.C. INSTALLED MTH ALL TOOLED JOINTS & MED. BROOM FINISH -SEE D1L11/A -6. 2 REMOVE EXIST CONC. AREAS AS SHOWN. PREVENT SPALUNG BY DOUBLE SAW CUTS OR REMOVING WHOLE SECTIONS EXIST. WD. JOINTS - SEE SPECS. Sheet 1N RECEIVED CITY OF TUKWI L1 Seattle. Washington 98104 12061 223 - 5555 Fax 12061 621 -2300 EXIST GWB —+ GWB TO MATCH MULLION GLAZING 12 JAMB AT STOREFRONT 3 = EXIST PLYWD SIDING TO REMAIN. BLDG. PAPER E.I.F.S. ON 1" FOAM 1/2" SEALANT & BACKER ROD 1/4" SEALANT & BACKER ROD BOTH SIDES 14 STOREFRONT MULLION 3 = GLAZING AS SCHED. PREFIN. ALUM MULLION GLAZING AS SCHED. PREFIN. ALUM MULLION PREFIN. DOOR FRAME PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON ALIGN MULLION w /EXIST GWB INT. FIN. 12 HEAD AT STOREFRONT = 1' -0 EXIST BLKG. TO REMAIN. EXIST PLYWD SIDING TO REMAIN. 1/4 SEALANT & BACKER ROD BOTH SIDES PREFIN. ALUM MULLION - OUTSIDE GLAZED GLAZING AS SCHED. H 4 1/2" GLAZING AS SCHED. t5 DOOR JAMB AT STOREFRONT 93 SILL AT STOREFRONT PREFIN. ALUM MULLION - OUTSIDE GLAZED PREFIN. ALUM PAN, WATER- TIGHT ON ALL SIDES, SET IN SEALANT 1/4" SEALANT & BACKER ROD BOTH SIDES w /WEEPS 0 24" 0.C. EXIST FDN JNT. ISSUED F!I R PER IT LUG. 12 ONLY DOOR SILL 3 = TRANSOM GLAZING AS SCHED. PREFIN. ALUM MULLION PREFIN. DOOR FRAME MULLION BEYOND 90 DOOR HEAD AT STOREFRONT 3° MULLION BEYOND PREFIN. DOOR FRAME ALUM THRESH w/ BEV EDGE ACCESSIBLE PER MFR -SET IN SEALANT EXIST FDN JNT. STOREFRONT DETAILS � NJ 3/8 = SM N,, 6/16/97 10' -4 1/4" LLDGS. 1 3 9 12) 9' -6 1/4 (BLDGS. 2, 4, 10) EQ. EQ. 24646.00 6' -0" DOOR m ' m Mir TYP. STOREFRONT ELEV. NOTE: FIELD VERIFY ALL DIMENSIONS & CONDITIONS ALL CLEAR GLASS, TYP. -SEE SPECS. RECEIVED ciry oFruicwaA SYMBOL OF ACCESS MNT, TD EXTERIOR OF GL w/ ADHESIVE, GL ` i4 A.4 ' \ \ \ A.a \ \ \ i / GL GL \ GE I GL L1 Seattle. Washington 98104 12061 223 - 5555 Fax 12061 621 -2300 EXIST GWB —+ GWB TO MATCH MULLION GLAZING 12 JAMB AT STOREFRONT 3 = EXIST PLYWD SIDING TO REMAIN. BLDG. PAPER E.I.F.S. ON 1" FOAM 1/2" SEALANT & BACKER ROD 1/4" SEALANT & BACKER ROD BOTH SIDES 14 STOREFRONT MULLION 3 = GLAZING AS SCHED. PREFIN. ALUM MULLION GLAZING AS SCHED. PREFIN. ALUM MULLION PREFIN. DOOR FRAME PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON ALIGN MULLION w /EXIST GWB INT. FIN. 12 HEAD AT STOREFRONT = 1' -0 EXIST BLKG. TO REMAIN. EXIST PLYWD SIDING TO REMAIN. 1/4 SEALANT & BACKER ROD BOTH SIDES PREFIN. ALUM MULLION - OUTSIDE GLAZED GLAZING AS SCHED. H 4 1/2" GLAZING AS SCHED. t5 DOOR JAMB AT STOREFRONT 93 SILL AT STOREFRONT PREFIN. ALUM MULLION - OUTSIDE GLAZED PREFIN. ALUM PAN, WATER- TIGHT ON ALL SIDES, SET IN SEALANT 1/4" SEALANT & BACKER ROD BOTH SIDES w /WEEPS 0 24" 0.C. EXIST FDN JNT. ISSUED F!I R PER IT LUG. 12 ONLY DOOR SILL 3 = TRANSOM GLAZING AS SCHED. PREFIN. ALUM MULLION PREFIN. DOOR FRAME MULLION BEYOND 90 DOOR HEAD AT STOREFRONT 3° MULLION BEYOND PREFIN. DOOR FRAME ALUM THRESH w/ BEV EDGE ACCESSIBLE PER MFR -SET IN SEALANT EXIST FDN JNT. STOREFRONT DETAILS � NJ 3/8 = SM N,, 6/16/97 10' -4 1/4" LLDGS. 1 3 9 12) 9' -6 1/4 (BLDGS. 2, 4, 10) EQ. EQ. 24646.00 6' -0" DOOR m ' m Mir TYP. STOREFRONT ELEV. NOTE: FIELD VERIFY ALL DIMENSIONS & CONDITIONS ALL CLEAR GLASS, TYP. -SEE SPECS. RECEIVED ciry oFruicwaA SYMBOL OF ACCESS MNT, TD EXTERIOR OF GL w/ ADHESIVE, S0. FRAME BELOW . a - ./ Q SHED) A -5 � 1' - V - -- -- _ _ a -- - f - - - , R & - - A ,....111111 ► ► - - / B BS ' ' A A OWN DASHED) / NBBJ 111 South Jackson STeel Seattle. Washington 98104 (206) 223 -5555 Fox (206) 621 -2300 1/2' = 1' -0 Ni 1' -11 1/2" PRECAST CONC. TAP - SEE DTL. 1 7 CAST -IN P1r A LIGHiXT. (SHOWN OT TED) Ae LIGHT COLUMN PLy TEAT. DTL. 15 PRECAST CONC. CAP -SEE DTL. 17 RECESSED ELECT. BOX & CONDUIT THRU CMU -SEE ELECT. SPECS. REINF. CMU COLUMNS w /8x8x16 NOM. CORNER UNITS REAP. CONC. FOUNDATION - SEE STRUCT. I LIGHT COLUMN ELEVATION EMBED PL PER STRUCT. -GALV. FIN. PPECAST CONC. -PT FIN. 1C12 SLOPE TO DRAIN 1/8" PER FT. 1' -3" TYP. SCUPPER 1 1/2 = 1' -0 2 ' - 3" A -5 DIM. VARIES SEE PLANS EXIST. EXT. WALL (V.I.F.) SECTION DTL. TRANSLUCENT PANEL SKYLIGHT 1' -6" 1 1' -6" SCUPPER OTYP. ENTRY PAVILION: SIDE ELEV. 1/2• = 1. -0° SKYLIGHT PNL & FLASHING SCUPPER: 12 GA. BENT MET GALV. & PAINT FIN. PRECAST CONC. CAP / 19.5 12 OPEN C12 CHAN. -SEE STRUCT. — OPEN TRENCH DRAIN BEYOND -SEE DTL SEALANT PREEN ALUM FLASH SS SCREW 4/NEOPRENE SEALANT TRANSLUCENT PANE 1/4' BENT P WELDED CONNECT. SUMNT. LIGHT FIXT -SEE ELECT. SPECS. 8 1/8" 8 1/8" 1 1/2 = 1' -0 +16' -4" TS 3 1/2" SQ. -SEE STRUCT. CANOPY DETAIL @ LIGHT FIXT. PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON BLDG. ADDRESS NUMBERS: (VARIES) 'GARAMOND BOLD ITALIC FONT 3/8" CUT STEEL PL, GRIND SMOOTH WELD CONNECT. -SEE STRUCT. - PREFIN. 'SILVER METALLIC' GALV MIL SCUPPER, PT -5 (OPP. HAND) -SEE DTL. 16 - - -- I /MASONRY +8' -6" PRECAST CONC. CAP - SEE DTL. 17 SURFACE ANT. UPLIGHT FIXT. (DASHED) -SEE ELECT. REINF. CMU COLUMNS w /8x8x16 NOM. CORNER UNITS T /FI LR TRENCH DRAIN BEYOND (DASHED) REINF. CONC. FOUNDATION -SEE STRUCT. NOTE: ALL EXPOSED STEEL CONNECT. TO BE CONON. WELD & GRIND SMOOTH -PAINT FIN. ( PT -5 ) BLDG. ADDRESS NUMBER PL L WELD TO C CHAN FOR NUMBER PL -SEE STRUCT. ELECT. BOX BEYOND THRU BOLT CONNECT. PER UGHT FIXT. MFR. SURFACE MNT. UPLIGHT FIXT. -SEE ELECT. SPECS. NOTE: ALL PREFIN 16 G FIXTURE HOUSING w/ & REINF. CORNER FASTENERS TO M SOLID b1ETi1 WAY ARCH TOP N. ROUND HEAD PER SIDE. PERFORATED MET: 50% 0/A w/5/16"9 HH0 ES N/88 0 STAGGERED CTRS. 7x7x3/4" BASE PL L 1x1x1/8" PREFIN. BASE CONNECT. EMBED PL IN CONC. CAP ELECT. CONDUIT THRU COL. 17 PRECAST COLUMN CAP AXOMETRIC I L. LIGHT FIXT. SECTION 11/2° _ • C. 3' -D" TS FRAME BEYOND SST LINER SET IN SEALANT HIGH POINT OF GUTTER BEYOND TS 3 1/2" SQ. 4. t- EQ. , EQ. EQ EQ. OPEN OPEN TO SKYLIGHT BEYOND / f C12 CHAN. -SEE STRUCT. �— OPEN ELECT. CONDUIT THRU CMU — (DASHED) -SEE ELECT. SDF hr/ AI Et: VARIES GUTTER DETAIL @ BRIDGE weiwww ISSUED FOR PE RMI t BLDG. 12 ONLY SST LINER SET IN SEALANT -SLOPE TO DRAIN. TYP. ENTRY PAVILION: FRONT ELEV. 1/2• = ■—• TRANSLUCENT PAN OF EN N. ALUM FLASHING SKYLIGHT MFR. F.I.F.S. ON BLDG. PAPERI EXIST PLYWD SIdTN FLASH &,,COUNTER FLASHING' ANSLUCENT PANEL 3 "0 DOWNSPOUT BEYON CONNECT TO EXIST DRAIN SYSTEM (V.I.F.) T1 7 EQ. TAPERED STL. T E.I.F.S. ON BLDG. PAPER BRACKETS BEYOND 3 = Dote PREFIN. A BY SKYLIGHT ALUM MFR FLSHING . CDNTIN. ''-- 1/4' BEN? PL CANOPY 1/4' BENT PL GUTTER SUPPORT / & SKYLIGHT SUPPORT ___121/2 TS 3 1/2' SQ BEYOND N SLEEVE CONNECT. FROM I L GUTTER TO DOWNSPOUT 12 GA. GALV. STL GUTTER ATTACH TS FRAME BEYOND I TO STL CHAN TRANSLUCENT PANEL PREFIN. ALUM FLASHING 2" FACE OF EXIST BLDG. - VARIES (VIF) �- TS 3 1/2" (SHOWN D. MET GUTTEI SCUPPER - PLANS FOR TAPERED S BELOW (SH TRANSLUCE w/8 "x20" TS 3 1/2" (SHOWN D C12 CHAN. -SEE STRU SURFACE M FIXT. BELO PRECAST C i- BLDG. ADDRESS NUMBERS BELOW (4 TYP.) -SEE DTL 17 - 6 1/2" I ) 3 1/2" NOPY DETAIL @ BRIDGE L. TTER DETAIL @ BRIDGE 9 CANOPY DETAIL @BLDG WALL n SCUPPER DETAIL @ PAVILION By Dew¢Fen of Revisions BENT PL 4/BLOCKING - SEE DTL I6 /S2 I 1' -3" 1' -11 1/2" E.I.F.S. ON BLDG PAPER ON EXIST. PLYWD SIDING FLASH & COUNTER FLASH - SEE DTL. 12 SS SCREW 4/NEOPRENE SEALANT TRANSLUCENT PANEL 1/4 BENT PL GUTTER 1111 'I- F ji& SKYLIGHT SUPPORT `'\PSI TS FRAME BEYOND --A 4 y ° — 3/4' ROD & SEALANT } SLEEVE CONNECT. FROM .LF E. ON BLDG. ER GUTTER TO DOWNSPOUT I ON S. EXIST. PLYWD SIDING DOWNSPOUT BEYOND TS FRAME BEYOND \ \ `Li! o: CDNTIN. 1 /n • aENr pL CANOPY. SUPPER TS 3 1/2' SO. BEYOND Sheet Title EXTERIOR DETAILS 6 9" EQ. E0. 8' -11" �; ,TYP ENTRY PAVILION ROOF PLAN 1/2.= CANOPY TOP DETAIL 3 = 1' -0 CANOPY EDGE \ DETAIL S TYP. CANOPY PANEL JNT. DETAIL Agrwed By lob Niter 24646.00 Designed SM Rohn NJH Clocked Dole 6/16/97 7' -6" 1' -11 1/2" K (WHERE OCCU-uS1 - SEE BLDG. PLANS 1' -3" ALUM. FLASHING TS 3 1/2' SQ. - SEE STRUCT. TS FRAME BEYOND TS FRAME BEYOND CITY OF T'l En, A -5 CENfE- TRANSLUCENT PANEL ALUM. FLASHING , ,---.--.--- - , 'T TL SEALANT AU WE CDNTIN. BENT PL WELDED TO TS FRAME TS 3 1/2' SQ. -SEE STRUCT. TS FRAME BEYOND TRANSLUCENT PANEL TRANSLUCENT PANEL TS FRAME MEMBER, TYP, 3 1/2' SQ. @ PAVILION NBBJ 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fax (206) 621 -2300 5-0" CLR. TO BLDG. & EQUIP. 4 ° 0 EXTRA STRONG GALV STEEL PIPE w /GONG. FILL. PT. FIN. (YELLOW) T /PAVING OR LANDSCAPING 15 °0, 2500 PSI CONC. FOOTING 13 TYP. BOLLARD DETAIL 3/4• = 1' -0 J PAVILION COL BEYOND RIVER RUN STONES L , Q L 0 MAX. T /PAVING OR LANDSCAPING 6 1' 6 14 TYP. TRENCH DRAIN SEC. 3/4• = 1' -0• 2x8 TREATED We CRUSHED STONE 6 "0 PERFORATED PVC PIPE - CONNECT. TO EXIST SITE DRAINAGE SYS. (V.I.F.) PAVING /I _. 'Mr PROVIDE � PROVIDE 2' -0 SLIP DOWELS 01 JOINTS, TYP. 1x8 TREATED WD @ JNTS. 6 6" ' 4` MIN. FREE DRAIN GRAVEL NOTE: PROVIDE (2) LA , STRIP SIDEWALK SECTION SECTION 3/4• = 1' - o• 3' -0 MIN. CURB CUT PLAN DETAIL 3/4• = 1' -0• 1 RAD. MAX. TOOLED CONTROL JNT. -SEE PLANS BROOM FIN. CONC. PER PLAN #3 BARS 9 24° O.C. EA WAY -SET IN 2 FROM EDGE, TYP. EXIST SIDEWALK AS OCCURS FLUSH TRANSITIONS TO ADJ. PAVING fL.EVA1101 SECTION TYP. BENCH ELEVATION /SECTION 3/4• = 1' - 0• TYP. BENCH PLAN 3/4• = 1' -0• 4' -0° G SLOPE TOP TO DRAIN SMOOTH ARCH. FIN. CONC. ALL SIDES 1" RAD. MAX. R3 BARS © 24 0.C. EACH WAY T /SIDEWALK OR GRADE FREE DRAIN GRAVEL SLOPE TOP TO DRAIN ®1 4" PER FT. EA WAY SMOOTH ARCH. FIN. GONG ALL SIDES r TUKWILA, WASHINGTON BLDG. 12 OHO/ T /GRADE EXTRUDED CURB -MATCH -EXIST PROFILE (V.I.F.) OTYP. CURB SECTION 1 -1/2• = 1' -0• INTERGRAI CURB & w/ REINF. -SEE DTL 1 -1/2 = i' -0 CONC. STL 11 PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE - ISSUED FOR PERMS 1 - 5" NOM. I I EXIST AC PAVING TO REMAIN -PATCH AS REQ. REMOVE EXIST AC PAVING AS REQ. 22 GA GALV MTL FLASHING FASTEN w/ 1 1/2 GALV NAILS ® 12" O.C. 2x4 TREATED WD FRAME w /2x4 STUDS ® 16" 0.5 5-14D o E -PT /8" TO 0 1 M ATC EIFS t 0 STD G6&V STL PIPE COL IN C. -BOLT WD FRAME E, TYP. CONTIN.22 GA GALV FLASHING EA SIDE ONC. PAD -SEE DTL. 11 PLANTING AREA -SEE PLAN EXTRUDED CURB -SEE DTL. 7 EXIST ASPHALT -PATCH AS REQ. 15 ° 0 2500 PSI CONC. FOOTING. I ZTR SH ENCLOSURE SECTION Der pnm of Rees,. Sheet Die EXTERIOR DETAILS SITE DETAILS Approved By bb N,4 24646.00 Daged SM Dtc. N,l' Checks! Dme 6/16/97 AECENED C:Tv OF TUI(W�Vj r CENTER A-6 NBBJ 111 South Jackson Street Seattle. Washington 98104 ■206) 223 -5555 Fax (2061 621 -2300 EXIST MTL BOX 1 -1/2" SQ. WD TRIM SET IN SEALANT -PT ALL SIDES TO MATCH ADJ. EIFS COLOR WRAP EIFS ON 1 -1/2" FOAM 12 TYP. HEAD AT METAL BOX 3 = \ ' — 1/2" SNT & BACKER ALLOW 1" OPEN SPACE AT EA. r END FUR I T DRAINAGE - I I 2? GA. MET I FLASHING (SHOWN @ RIGHT) I FLASHING Si. CONTIN. 1 -1/2" SQ. WD TRIM -PT ALL SIDES TO MATCH ADJ. EIFS COLOR EXIST MTL BOX 10 BLDG. PAPER OVERLAP EXIST. SIDING I klES.11 141 14 TYP. JAMB AT METAL BOX (SILL SIM.) = 1 ' - 0' ()METAL DOOR JAMB (HEAD SIM.) 3 = EXIST. WINDOW EXIST. SIDING MULLION TO REMAIN. BACKER ROD & SEALANT Ji LINE OF EXIST _ 1 _ 30 LB. BLDG. WINDOW SILL BELOW PAPER 16 EIFS @ WINDOW JAMB = 22 GA. MET FLASHING BLDG. PAPER EIFS ON 11/2" FOAM, TYP. 1/2" SNT & BACKER EXIST. SIDING I EXIST. HM DOOR FRAME COLOR PRIME & SEALANT EIFS ON 1 1/2" FOAM w /45' TAPER TO JNT @ FRAME & ALLOW FOR DOOR SWING, TYP. EIFS ON 1 1/2" FOAM BLDG. PAPER OVER FLASHING EXIST SIDING 1/2" SEALANT & BACKER ROD, TYP. PARAPET FLASHING -SEE Di 1 SADDLE FLASHING -WRAPS BEYOND ® SADDLE FLASH SECTION 'J 3 =1' 0' EIFS ON 1 1/2" - DAM BLDG. PAPER 1/2" SEALANT JNT ALL AROUND PIPE w/ BACKER ROD, TYP. TYP. EXIST PIPE PENETRATION EXIST. SIDING PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: COND. AT TYP. PIPE PENETRATION 3° = 1' -0' EIFS ON 1 1/2" FOAM, TYP. EIFS ON 1" FOAM 30 LB. BLDG. PAPER EXIST. SIDING TO REMAIN 3 = i' -0" EIFS ON 1" FOAM BLDG. PAPER EXIST. SIDING COLOR PRIME BACKER ROD & SEALANT EAST. WINDOW FRAME 12 WINDOW JAMB 3 = CORNER RETURN - PLAN VIEW PARAPET FLASHING -SEE DTL 1 SHOP FABRICATED SADDLE FLASHING (SHOWN DASHED) PARAPET FLASHING -SEE Di 1 SADDLE FLASH AXOMETRIC 3' = NOTE: CENTER REVEAL ON MID. WINDOW MULLIONS, OR ALIGN EDGE OF REVEAL WITH OUTSIDE EDGE OF END MULLION AT END OF WINDOW BAY. -SEE BLDG. ELEVATIONS. TYPICAL VERTICAL REVEAL 3' = EXIST. WINDOWS TO REMAIN SOUTHCENTER CORPORATE SQUARE — ISSUED FO PERMI . - TUKWILA, WASHINGTON BLDG. 12 O EY 2" EIFS SYSTEM ON 1 -1/2" FOAM EXISTING FLASHING - CUT TO MAINTAIN 1" TAB AS SHOWN. - WIRE BRUSH CLEAN, PREP & PT TO MATCH ADJ. EIFS COLOR. 22 GA MTL. FLASHING SET IN SEALANT -SEE DILL BELOW EIFS SYSTEM ON 1 -1/2 FOAM BUILDING PAPER EXIST. SIDING ()WINDOW SILL @ 2nd floor 3 = EXIST. WINDOWS TO REMAIN EIFS SYSTEM ON 1 -1/2" FOAM BUILDING PAPER EXISTING FLASHING TO REMAIN AS SHOWN - WIRE BRUSH CLEAN, PREP & PT TO MATCH ADJ. EIFS COLOR. 22 GA MTL. FLASHING SET IN SEALANT - SEE Di BELOW e T� FLASHING Di. NOTE: COORDINATE PARAPET FLASHING w/ REROOFING WORK BY OTHERS. REMOVE EXIST. CAP FLASHING SYSTEM. (SHOWN DASHED) CONT. 20 GA. GALS. CLEAT OVER EXIST ROOFING EXIST WALL & ROOF TO REMAIN. EXIST WALL CONST. TO REMAIN. ENE OF SOFFIT BEYOND 1/2. ®TYP. HORIZONTAL REVEAL SEC. 3 = EXIST WALL CONST. TO REMAIN. EXIST PLYWD SOFFIT (NOT LEVEL) -PT. TO MATCH ADJ. E.I.F.S. HN. COLOR ®TYP. SOFFIT SECTION = EXIST WALL CONST. TO REMAIN. EXIST. FLASHING TO REMAIN Nnbe Date By Denprion a( Revisions TYP. PARAPET SECTION 3 = 1' - Scale I Approved By WINDOW SILL @ 1ST FLOOR ®TYP. SILL SECTION 3' = 1 -0 3' = ISM ua«n J^ Suet Title E.i.F.S. DETAILS TREATED SOLID BLOCKING 24 GA GALV. MTL SNAP -ON CAP FLASHING w /SLIP JNTS. @ 12' -0" O.C. -PT TO MATCH ADJ. EIFS. CONTIN. 20 GA. GALV. CLEAT PLYWD FILLER AS REQ. E.I.F.S. ON 1 1/2" FOAM 3C LB- BUILDING PAPER LASTING PLYWD. SIDING (5/8" THK) TIES MECH. FASTENERS ATTACH TO EXIST SIDING (TYPICAL) EIFS SYSTEM ON 1 -1/2" FOAM 30 LB. BUILDING PAPER EXISTING -11I SIDING (5/8" THK) PLYWD FILLER AS REQ. REMOVE EXISTING CLEAT (SHOWN DASHED) SLOPE TO DRAIN 6:12 EIFS SYSTEM ON 1 -1/2" FOAM 30 LB. BUILDING PAPER EXISTING PLYWD SIDING (5/8" THK) PLYWD FILLER AS REQ. PROVIDE STRAIGHT, LEVEL FIN. EDGE -ALIGN TO LOWEST POINT OF SOFFIT. COLOR PRIME, ROD & SEALANT EIFS SYSTEM ON 1 -1/2" FOAM 30 LB. BUILDING PAPER LAP OVER TRACK EXISTING PLYWD SIDING (5/8" THE) 20 GA. GALV MTL w /WEEPS (9 24" O.C. SET IN SEALANT REMOVE EXIST EARTH AS REQ. (VIE) WIRE BRUSS CLEAN EXPOSED CONC. NEW GRADE LINE lab Nmber 24646.00 decked Dole 6/16/97 GENERAL E.I.F.S. NOTES : 1. FINISH SURFACE OF EXTERIOR INSUL & FINISH SYSTEM (EIFS) SHALL HAVE LESS THAN 1/8 IN UNDULATION PER 10 FT. FLAT BAR. 2. CONTRACTOR TO PREP EXIST T1 -11 SIDING AS REQ. FOR EI.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 1U START OF E.I.F.S. APPLICATOR & CONFIRM INTEGRITY OF BLDG WATERTIGHTNESS. - NOTIFY OWNER OF ANY CONFLICTS. 4.DEM0 + REMOVE EXIST TRW & FLASHING AS SHOWN gee NBBa VED TER A -7 OF SOFFIT (SHOWN AS DBL LINES) / TO EDGE OF SOFFIT (SHOWN DASHED) \ C 30 0 I „ l „ I O O 03 - 0 © e 0 03 ; I - O 2 n C3) p p : O2 3 3 (3) (1 I I C 0 I „ l „ I O - 0 © e 0 (3) n C3) NBBJ 3 ,EAST ELEVATION SOUth JOCKSOn Stfeet Seattle. Washington 98104 1206) 223 -5555 tax 12061 621 -2300 WEST ELEVATION 1 /8” = 1' -0" (3) EAST ELEVATION t /8" = 1' -0" 1/8" = 1' -O II c3) WEST ELEVATION (3) (3 (3) (3 3 (3) (3) O °NORTH ELEVATION 1/8" = ®SOUTH ELEVATION 1/8 = 0-0" (3) PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON G ADD EIFS TO EXIST. BRIDGE STRUCT. (SHOWN DASHED) TYP ISSUED FOR PERMIT BLDG. 12 ONLY 2' REVEAL JOINT ALIGNED TO EXIST MULLIONS OR TO EDGE ALICM EDGE OF REVEALS AT CORNER OF MUWON JOINT (TYP.) O RTH ELEVATION 1/8 = O ©SOUTH ELEVATION /8" = 1' -0" / ®TYP. ELEVATION AT REVEALS Dote (3) Oeecrpt se.o.orts 3 EXPSON JOINT ALIGNED TO CENTERLINE AN OF EXIST MUWONS OR (3) ALCM CENTER OF REVEAL MO CENTERLINE OF EXIST MULLIONS (TW.) BUILDINGS 1,3,12 i3 (3) BUILDIN 2 Sleet Tale EXTERIOR ELEVATIONS Skin application, color key Svv, Approved By -- -- .bb .Lobs 24646.00 Deng dye Rrnm Checked Dote 6/16/97 Sheet NUnIser GENERAL ELEV. NOTES: 1 INSTALL EXTERIOR ISUL & FINISH SYSTEM (E.:. F.S.) OVER EXIST PLYWD SIDING THROUGHOUT. -BLDG. ELEVAIOT,V ILLUSTRATED HERE FOR GEN. SCOPE ONLY. CONTRACTOR SHALL FEILD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO BID. 2. SEE ELEV. 1/A -8 FOR TYP. NOTES SHALL APPLY THROUGHOUT. - SEE SHEET .A -7 FOR TYP. E.LES. DETAILS_ CONTRACTOR TO COORDINATE W/FIELD CONDITIONS. 3. 'EXISTING DOORS N WINDOWS TO REMAIN SU.N.G.) 4. REMOVE N 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 N PREMIUM COLORS. A. 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 SIOEWALK TOUCHES BLDG FACES. (V.I.F.) - COORDINATE WITH OWNER REP. COLOR KEY: O LIGHT: EIFS -1 O MEDIUM: EIFS -2 O DARK: EIFS -3 REDENED CiTV OF TUKWILA A -8 NBBJ Ill South Jackson Street Seattle. Washington 98104 (2(6) 223 -5555 Fax (206) 621 -2300 General Structural Notes E'OL.ON''NG APPLY J\LE__ _MONN PT -ERASE ON THE DRA✓SINGS. CRITERIA: ALL HAT: AS rORKMANSH:° DEIGN AT CONSTRUCTION SHALL C,ON TERM TO THE DRAWIN55 57GIF :LA -:0N5 s\D --E UNIFORM BUILD N6 CODE ,'.994 E1 _ 2 DES:6N LOADIN6 CRITERIA. TOO' LIVE LOAD 25 P5F =_OOR LIVE LOAD i0' =PILES 50 P5F AIR AND CORRIDOR LIVE LOAD 100 P5F n;ND 80 MPH, EXPOSURE "B" <..QJACE ZONE 3 SEE °_ANS =0R ADDITIONA_ LOADING CRITERIA STRJGTJRAL DRAW'IN65 SHALL BE USED IN CONJUNCTION WITH A5c ITEc ORAL DRAWINGS FOR BIDDING AND CONSTRUCTION CONTRACTOR SHALL VERIFY DIMENSIONS AND GOTITIONS FOR COMPATIBILITY AND SHALL \0 ETCH!' O' ANY DISCREPANCIES PR':OR TO CONSTRUCTION. - CONTRACTOR S5AL TRITE 4'_ EX ;ST' :NS DIMENSIONS MEMBER SIZE AND CONDITIONS PRIOR TO COMMEN5IN6 01" WCWRK. AL 5:"EN5:555 OF EX151N6 CONSTRUCTION SHOT ON THE PRAW1N55 ARE INTENDED AS AL DELIN 5 OL' AT M,5 5E VERIFIED. 5 GON'RALTOR SHALL PROVIDE TEMPORARY 5RACIN6 FOR THE STRUCTJRE AND STRUCTURAL COMPONENTS UNTIL ALL ' :\ALL_ CONNECTIONS HAVE 5EN COMPLETED IN ACCORDANCE WITH - NNE r'_ANS. 6 SO\TRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES EQUIRED TO CORM THE WORK. CONTRACTOR- INITIATED CHANGE SHALL BE SUBMi"ED IN WR17 N6 TO HE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHAN0E SHOT 05 SHOP DRAWIN55 ONLY ALL N0 5A - 4:S REQUIREMENT. DRAWIN55 INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRJG - ION. WHERE CONDITIONS ARE NOT S7 1501555ED BUT ARE OF SIMILAR CHARACTER TO DETAIL 5H0555 SIMILAR DETAILS OF 5015TRUCT155 SHALL BE J5ED SUBJECT TO REVIEW AND APPROVAL BY TIE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE 5JERV1SED OF THE 5UPPL1ER DJR1N5 MANLFALTURIN6, DELIVER" HANDLING, STORAGE AND ERECTION IN ACCORDANCE A:TH INSTRUCTIONS PREPARED BY THE SUPPLIER. G. 5505 DRAWINGS FOR REINFORCING FEEL (FOR 50TH CONCRETE AND MASONRY CONSTRUCTION), AND STRUCTURAL STEEL SHALL BE 5SM1TTE TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THEE 3 540 DRAWING REVIEW DIMENSIONS AND OUANTITIES ARE NOT 50IEWED BY THE ENGINEER OF RECORD, TIE --HOE MUST 5E 005131ED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWIN055 PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY: REPRODUCIBLE WILL BE MARKED AND R S-,, DRAWING SUBMITTALS PROSS5E0 BY THE ENGINEER ARE NOT GRANGE ORDERS. THE PURPOSE OF SHOP DRAWINS SUBMITTALS 5Y THE CONTRACTOR 15 TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR :UNDERSTANDS THE DE516N CONCEPT BY :NDICATIN6 WHICH MATERIAL 15 INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILINE THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES:, OR ✓JNFL :CTS BETWEEN SHOP DRAIWIN5 SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED 5`' THE ENGINEER, THE DEIGN DRAWINGS AND 55. I ONS SHALL CONTROL AND SHALL BE FOLLOWD. SHOP DRAWINGS OF 05 BUILD COMPONENTS INGLUDIN6 ELEVATORS SHALL INCLUDE THE DE516NIN6 PROFESSIONAL EN6'.N_FER'S FAT, STATE OF WASHINGTON AND SHALL BE APPROVED BY THE CONPONENT DE16NER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RE CORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT THE OOMPONENi DS16NER 15 RESPONSIBLE FOR GODS CONFORMANCE AND ALL MEGSSARY CONNECTIONS NOT SPEGIPIG LY GALLED OJT ON ARCHITECTURAL OR STRUCTURAL DRAWIN55. SHOP 05511555 SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DEIGN CALCULATIONS SHALL BE MANE AVAILABLE UPON REQUEST. 2. INSPECTION: OCTET CONSTRUCTION. PRECAST CONCRETE ERECTION, MASONRY CONSTRUCTION, STRUCTURAL FaL FABRICATION AND ERECTION (INCLUDING FIELD 55IDIN6 AND HISH- STRENGTH FIELD BOLTING), EXPANSION DOLTS AND 35555DED EXPANSION INSERTS, EPDXY 5R0UTED INSTALLATIONS, PLYWOOD SHEARWALL NAILING, AND DIAPHRAGM NAILING SHALL BE SUPERVISED IN AOCORDANCE WITH SECTION 1101 OF THE UNIFORM BUILDING CODE AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TETIN6 AGENCY DESIGNATED BY THE ARCHITECT. THE A AND STPJCTURAL E6INEER SHALL BE FURN15HED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. FOUNDATI ON5 15. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED 50IL5 ENGINEER. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDE516N. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 15" BELOW ADJACENT FINISHED GRADE.. UNLESS OTHERWISE NOTED, FOOTIN65 SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL 55,IND ALL RETA1NIN6 WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALOWAB±E 50IL PRESSURE 2,000 PSF LATERAL EARTH PRESSURE 35 PGF '4. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION A5 REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUUENCES. EXi5TIN6 REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE FLATS. SAW GUTTING, IF AND WHERE USED, SHALL NOT OUT EXISTING REINFORCING THAT 15 TO BE SAVED. DEMOLITION DEBRIS SHAG NOT BE ALLOYED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INGLUDIN6 DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 P5F. A ALL NEW OPENIN65 THROUGH EXISTING WALLS, 5LA35 AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEAEASA POSSIBLE. CONTRACTOR SHALL VERIFY AL EXISTING 0ONDIITIONS AND LOCATION OF MEMBERS PRIOR TO GUTTING ANY OPENIN65. 6. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING, IF POSSIBLE. COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 520 P: 206/343 -0460 SEATTLE, WA 98101 F: 206/343 -5691 CONCRETE 15. LONCR510 SHALL BE MIXED, PROPORTIONED, 001553ED AND PLACED IN ACCORDANCE WITH UDC SECTION 1905 AND ACI 301. CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF f'c = 2,500 P5I AND MIX SHALL CONTAIN NOT LESS THAN 5- SACKS OF CEMENT PER CUBIC, YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LES. THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX 15 SUBMITTEE TO ThE STRUCTURAL EJAINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO TAPES PRIOR TO PLACING ANY CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF 001811, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES A5 WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH ALI 318 -89, CHAPTER 5. REVIEW OF MIX SUBMITTALS BY THE EI55INEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS 6BJBRALLY WITH CONTRACT DOCUMENTS. CONTRACTOR CR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACE EXPOSED TO STANDING WATER SHALL BE AIR - ENTRAINED WITH AN AIR - CONTENT CONFORMING TO 1994 U.B.L. TABLE 19 -A -I. CONCRETE MAY BE PLACED BY TT ° SHOTCRETE" METHOD, PROVIDED THE APPROVALS, TESTS, AND INSPECTIONS REQUIRED BY THE BUILDING DEPARTMENT ARE OBTAINED. SHOTCRETE MATERIALS, EQUIPMENT, PROCEDURES, PROPORTIONS, BATCHIN6 AND MIXING AND PLACEMENT SHALL BE IN ACCORDANCE WITH MCI 506R -90 AND 1994 UBC SECTION 1922. THE "SHOTCE" METHOD SHALL NOT BE USED WITHOUT MAKING SPECIAL ARRANUEMENT5 THROUGH OWNER AND ENGINEER UNLESS STRUCTURAL DRAWINGS ARE SPECIFICALLY DETAILED TO ACCOMMODATE SHOTCRETIN6. I6. REINFORCING STEEL SHALL BE DETAILED (INGLUDIN6 HOOKS AND BENDS) IN ACCORDANCE WITH ALI 315 -92 AND 318 -89. LAP ALL REINFORCEMENTS IN ACCORDANCE WITH "THE REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE." PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP ADJACENT MATS OF Y®..DED WIRE FABRIC A MINIMUM OF 8" AT 510E5 AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY 50 DETAILED OR APPROVED BY TIE STRUCTURAL ENGINEER. IT CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE A5 FOLLOWS: FOOTINGS AND OB$R UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW 6R01.110 OR YEATHER (.6 BARS OR LARGER). . (.5 BARS OR SMALLER) . . COLUMN TIES OR SPIRALS AND BEAM STIRRUPS SLABS AND WALLS (INTERIOR FACE) 6RFATE OF (BAR DIAMETER PLUS 'M ") or . 18. GAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRALWIN65 FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS TH'ROUA-1 CONCRETE WALLS. SE ARCHITECTURAL DRAWINGS FOR ALL 6800 NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN- PLACE AND PRECAST. MASONRY: 19. CONCRETE MASONRY UNIT WALLS SHALL BE CONSTRUCTED OF GRADE N, TYPE I UNITS, CONFOTAMIN6 TO ASTM C90, LAID IN A RUNNING BOND. MORTAR SHALL BE TYPE "5 PER TABLE 21 -A OF THE UDC. GROUT SHALL CONFORM TO IBC REGUIWMENTS AND ATTAIN A MINIMUM COMPRESSIVE STREd6TH OF 2,000 P5I AT 28 DAYS, DEIGN F'm = 1500 PSI. STRENGTH SHALL BE VERIFIED BY PRISM TETIN6 IN ACCORDANCE WITH UDC SECTION 2105.3, OR MASONRY UNITS SHALL BE CHOSEN IN ACCORDANCE WITH UBC TABLE 21 -D. FULL STRESSES ARE REQUIRED. UNLESS NOTED OTHERWISE, PROVIDE THE FOLLOWING REINFORCEMENT: STEEL: 4" WALLS 6" WALLS 8" WALLS 10" WALLS IT WALLS ANCHORAGE: .4 A 48'00. VEST R4 A 45'oc. VERT. .5 A 48"oc. VERT. 95 A 40 "oc. VERT. .5 A 32"oc. VERT. 8" dia. WIRE JOINT REINFORCING AT 8"oc. HORIZ. (2) #4 A 48"oc. HORIZ. (2) 05 R 48 "oc. HORIZ. (2) 4 5 R 48"ac. HORIZ. (2) #5 A 40"oc. HORIZ. FILL ALL CELLS CONTAINING REINFORCEMENT OR EMBEDDED ITEMS AND ALL CELLS BELOW &RAPE WITH GROUT. PROVIDE CLEANOUT HOLES AT BOTTOM OF ALL CELLS CONTAINING REINFORCEMENT. 20. EPDXY - GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWIN65 SHALL BE INSTALLED USING HEA RESIN AS MANUFACTURED BY HILTI CORP. INSTALL IN STRICT ACCORDANCE WITH I.G.B.O. REPORT NO. 4016. SPECIAL INSPECTION OF INSTALLATION 15 REQUIRED. RODS SHALL BE ASTM A -301 UNLESS OTHERWISE NOTED. 21. DRIVE PINS AND OTHER POWDER - ACTUATED FASTENERS SHALL BE LOW VELOCITY TYPE (SERIES 1500, 0.14" DIAMETER UNLESS OTHERWISE NOTED) AS MANUFACTURED BY RAMSET /RED HEAD OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT. INSTALL IN STRICT ACCORDANCE WITH I.C.B.O. REPORT NO. 1639. MINIMUM EMBEDMENT IN CONCRETE SHALL BE I" UNLESS OTHERWISE NOTED. MAINTAIN AT LEAST 3 TO NEAREST CONCRETE EDGE. 22. EXPANSION BOLTS INTO CONCRETE SHALL BE KWlK BOLT II AND THREADED EXPANSION INSERTS INTO CONCRETE SHALL BE SLEEVE ANCHORS AS MANUFACTURED BY HILTI COPE. INSTALLED IN STRICT ACCORDANCE WITH I.L. B.O. REPORT NO. 4621 INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH 1.0.5.0. REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. THESE PRODUCTS ARE NOT RATED FOR USE IN MASONRY UNITS. SPECIAL INSPECTION 15 REQUIRED FOR AL EXPANSION BOLT AND INSERT INSTALLATION. 24. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDES, ADOPTED SEPTEMBER I, 1986. G IN ADDITION, PROVIDE (I) #5 ( A 6" AND 4" WALLS) VERT. AT EACH SIDE OF OPENIN65, AT WALL CORNERS AND INTERSECTIONS AND AT TREE ENDS OF WALLS AND (2) tt5 ((2) R 6" WALLS AND a4 A 4" WALLS) HOR1Z. AT ELEVATED FLOOR AND ROOF LEVELS, AT TOPS OF WALLS AND ABOVE AND BELOW ALL OPENIN65. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAMS. EXTEND REINF0000ENT AROUND OPENINGS 2' -0" BEYOND FACE OF OPENING. IF 2' -0" 15 UNAVAILABLE EXTEND AS FAR AS POSSIBLE AND HOOK. PROVIDE CORNER BARS TO LAP HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS. 23. STRUCTURAL STEEL INCLUDING PLATES AND ROLLED SHAPES, SHALL CONFORM TO ASTM A36, Fy = 36 K51. STEEL PIPE SHALL CONFORM TO ASTM A -53, TYPE E OR 5, GRADE B, Fy = 35 K51. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, Fy = 46 K51. ANCHOR BOLTS AND CONNECTION BOLTS SHALL CONFORM TO ASTM A501. SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON 25. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.G. AND A.W.S. STANDARDS AND SHALL BE PEk ORMED BY W.A. B.0. CERTIFIED WELDER° USING 010 XX ELECTRODES. ONLY PREIIUALIFIEO KELPS (A5 DEFINED BY A.W.S.) SHALL BE USED. YELDIN6 OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW HYDR06EN ELECTRODES. YELPING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING ETOXX ELECTRODES. WELDIN6 WITHIN 4" OF COLD BENDY IN REINFORCING STEER 15 NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. WOOD 26. FRAMING LUMBER SHALL BE KILN DRIED OR MG -19, AND GRADED AND MARKED IN CONFORMANCE WITH W. G. L.B. STANDARD GRADING RULES FOR WET COAST LUMBER NO Il. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS: (2x MEMBERS) (3x AND 4x MEMBERS) BEAMS AND STRINGERS. (INCLUDING bx AND LARGER MEMBERS) POSTS: (4x MEMBERS) (6x I LARGER MEMBERS) STUDS, PLATE, LEDGERS I MISCELLANEOUS LIGHT FRAMING 5' = 5 x (01/02) 5' = NEW REQUIRED SPACING 5 = DESIGN SPACING SHOWN ON THE DRAWIN65 DI = DIAMETER OF SUBSTITUTED NAIL D2 = DIAMETER OF COMMON NAIL SHOWN IN TABLE AT RIGHT rx raes , /22.. HEM -FIR NO. 2 MINIMUM BASIC DE16N STRESS, Po = 850 PSI, Fv = 15 PSI HEM -FIR NO. 1 MINIMUM BASIC DE516N 5TRE55, Po = 950 PSI, F, = TO PSI DOUGLAS FIR NO I MINIMUM BASIC DEIGN S ,TRESS, Po - 1350 Psi, °v = 55 RSi HEM -FIR NO I MINIMUM BASIC DE16N STRESS, Fc = 1300 P5:, E - 1500 K5: DOU&LA5 FIR NO. I MINIMUM BASIL DEIGN STRESS, Fc - :000 PSI, E = 1 600 K5I HEM -FIR NO. 3 OR STUD GRADE MINIMUM BASIC DE STRESS, Po = 500 PSI, E _ '200 K51 Fc = 125 Psi NOTE: FIN655 JOINTED STUDS MAY BE SUBSTITUTED ONLY IF THEY. MEET PRESCRIBED STRESS CRITERIA. NOTE: WHERE NOTE ON THE PLANS, PLATES SHALL BE DOUGLAS FIR NO 3 OR STUD GRADE. 21 . ALL WOOD PLATE iN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED WITH AN APPROVED PRESERVATIVE. PROVIDE 2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETf@1'UNTtr. -VTEJ LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. 28. TIMBER CONNECTORS GALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO. G -96. EQUIVALENT DEVILS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE 1600 APPROVAL FOR EQUAL OR 6R - EATER LOAD CAPACITIES AND ARE SUBMITTED TO THE ENGINEER FOR APPROVAL. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONrECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE -HALF OF THE NAILS OR BOLTS IN EACH MEMBER ALL BOLTS iN WOOD MEMBERS SHALL CONFORM TO ASTM A301. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREE, BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL 5E COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL J015T5 AND MULTIPLE JOIST BEAMS SHALL BE 005550TED TO FLUSH BEAMS WITH "U" SERIES JOIST HANGERS. 29. WOOD FRAMING NOTES: THE FOLOWIN6 APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE UNIFORM BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 23 -I -Q OF THE UNIFORM BUILDING CODE AS SHOT IN DETAIL - /5_. COORDINATE THE SIZE AND LOCATION OF ALL OPENIN65 NITS MECHANICAL AND ARCHITECTURAL DRAWIN65. PROVIDE WASHES UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAS BOLTS BEARING ON WOOD. INSTALLATION OF LA6 BOLTS SHALL CONFORM TO UBC SECTION 2331.1.2 I INSTALLATION OF BOLTS SHALL CONFORM TO UDC SECTION 2336.1.2. B. WALL FMAMIN6. ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2x4 STUDS 5 16 "oc. AT INTERIOR WALLS AND 2x6 A 24 ° oc AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS, AT EACH SIDE OF ALL OPENIN65, AND AT THE ENDS OF ALL BEAMS AND HEADERS, TWO 2x6 HEADERS SMALL BE PROVIDED OVER ALL OPENIN55 NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. ALL STUD WALLS SHALL HAVE THEIR LOWER MOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH Ibd NAILS AT 12 "oc STAGGERED OR BOLTED TO CONCRETE WITH %° DIAMETER ANCHOR BOLTS (EMBED l ") B 6' -0 "oc UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT -UP STUD PETS SHALL BE NAILED TO EACH OTHER WITH 16d B 12 ° oc STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOI5T5 UNDER AL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENIN65 IN FLOORS OR ROOT UNLESS OTHERWISE NOTED. PROVIDE BRIDGING B 8' -0 "oc AND 55510 BLOCKIN6 AT ALL DEARIN6 POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS iN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST 51515 TO 503532 WITH Ibd A 12"oc STAGGERED. UNLESS OTHERWI50 NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 8d NAILS A 6 "oc TO FRAMED PANEL EPEES AND OVER STUD WALLS AS SHOWN ON PLANS AND B Inc (10"oc AT FLOORS) TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS /TRUSSES AT UNBLOCKED ROOF SHEATHING EDGE. ALL FLOOR SHIEATHIN6 EDNE5 SHALL HAVE APPROVED TONGUE- AND - GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW e" SPACING AT ALL PANEL ED6E5 AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH Ibd A Inc UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT ON BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL WITH EDGE NAILING SPECIFIED. D. NAILING: ALL NAILS SPECIFIED ON DRAWINGS WERE DESIGNED TO BE COMMON. PNEUMATICALLY DRIVEN NAILS OF THE SAME LENGTH MAY BE SUBSTITUTED FOR COMMON NAILS PROVIDED THEIR NUMBER 15 INCREASE (SPACING 15 DECREASED) IN PROPORTION TO THEIR DIAMETER ACCORDING TO THE FOLLOWING FOR'ULA: NAILS 8d 104 124 Ibd COMMON DIAMETER 0.131" 0.148" 0.148" 0. Nurber DWe By Descrphon of Fewims sheet rAle scde Approved By TRL lab N,"her 97 - 25 - 02 Sheet c-' TUKWILA Si , N. , " CENTER 12 18 24 30 Dammed EAD SUU1C Ceded Date 3/21% ISSUED FOR BIDS - FOR CONSTRUCTION yp. GI2 BASER 4 typ. TS to - - - BASER 'S2 WHERE OCCURS NBBJ typ. TS to G12 01 N 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fax (206) 621 -2300 1 N PLAN VIEW x CORNER tup — O 6 TS 3hx3hxi4 --- TYPICAL EMBED R 3 4,"x12 "x1' - 0' 01 (2) i2 "0 x 5" WELDED STUDS x 4 "oc (TYP. EA. PAVILL:ON PIER) COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 520 P: 206/343 -0460 SEATTLE, WA 98101 F: 206/343 -5691 typ typ i" CONT. BENT R — SEE ARCH. �6 _ -- R Vx315"x0' -3-h" SPLICE. LOCATIONS BY CONTRACTOR 13 14 6-9"a (CONTRACTOR VERIFY) NEN TS 3hx11/2xis (S COL. LINES ONLY) -- Ii" CANT. BENT R SEE ARCH. 20/52 NOV TO 3 hxi6 (4 COL. LINES ONLY) (CONTRACTOR VERIFY) 26 0,"x0i5VO6" EACH END NEW IS 3 ABOVE 6 BELOW TS 3:0x12xi6 ICAL - EXIST. TO COLS. PER PLAN — NEW TO 3hx3hx14 ABOVE 6 BELOW NEW TO 3 TYP, SEE ARCHL. ELEVATIONS ne. exist. EXIST. T5 COLS. PER PLAN 26/52 3 15 tAJP> tNP> 4 4x3hx4'6 x LLV MIDWAY STAN TS 3ix W/ (2) V":9 THRU -BOLTS 6 "oc IN Ire" SLOTTED HOLES 4x BLOCKING d CONN. PER 5/52 EXIST. STUD FRAMING a16"or . z ue --� T5 3i2x310xH type i<y TYPICAL 18/52 SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON SLOPED T5 BEYOND 4 L tOP> TS 3 WHERE OCCURS CONDITION BTWN. TO 3h" Nuther TS 3 WHERE OCCURS 4" CONT. BENT R — SEE ARCH'L. (4) F4 DOWELS - - --- FOR GALLOUTS IN COMMON SEE 29/52 DOWELS TO MATCH VERT. REINF. EXIST. STUD WALL FRAMING S 24"oc 4x4 BLOCKING W/ - -_. -- (2) A34 6 (4) 16d FACE NAIL EA. END 4 4x3i5x% x 0-9 LLV W/ (2) h "0 THRU BOLTS S Nor 3 T6 { 2' -0" 69 - -1a —_.cyP —TS 3iax PER PLAN r V NOTE: 1 THIS CONNECTION OCCURS AT SKEWED WALL CORNERS. CONTRACTOR TO VERIFY EXIST. WALL FRAMING CONDITIONS —T5 3i2x PER PLAN Descriphon el em EXIST. i2" PLYWOOD SHEATHING. REMOVE AND REPLACE AS REQUIRED FOR CONN. CP - i <" COAT. BENT R SEE ARCH'L. —NT 4x2 (GOT WEB PER ARCH) TYP. OF (5). SEE ARCH. FOR LOCATION -- G:2 PER PLAN - -- PRE -CAST GONG. GAP PER ARCH. —(2) 44 EA. WAY PLAN VIEW 5 A :0/52 17 tyc R to 4x BLOCKING PER 5 -52 EX ST. 2x4 SOFF - FRAMING 5 oc 46'x3; "x0 - A 24 'oc W/'2; 0 'o TARE B0LFS 0 6cc SLOT D HOLES EDGE OF SOFF'T - ABOVE (4) SIDES GI2x20.T TYP. -- 4 EXIST. BLDG. — 4 2x2x/ x 0' -3 " Sheer BRIDGE FRAMING PLAN & DETAILS PAVILLION PLANS & DETAILS --I 16,x52 52 V Sneer Nrix4- EX _ 3C'.LDING X— NO C i R_=OL EV -E R CC\\ "c XV SE CCD '31 LOGAVONS - STO AR C-. TYPICAL BRIDGE PLAN 12 - A6' SHAFy ?ER ARC' -. -5 51.5 6 CHANNEL PER PLAN TS 3i2x31/2xi< — — BENT R 26/56 I 26/56 ENTRY PAVILION - FRAMING PLA 24 RECEIVED cm of ruxwlu S2 - -TS 3 TYPICAL (4) CORNERS 25/52 ' 4 A 29)52 18 �-- - - - (3) 4 CA WAY ' 3 0 �� NI) LOCATIONS - SEE ARCn. -0 28 TYP. ENTRY PAViL COL UMN 2 ® ENTRY PAVI - FOUNDATION PLA 30 Sock 3/4" - 1 '-C'' '. N.O. Ffp<exd By TEL lob NIITIDer 9 - 25 C2 Descned SAC 6004 SOO awed Dote 3/21/VT ISSUED FOR BIDS - FOR CONSTRUCTION - - - NJP �P q _ + NEN TYF X1 yp. GI2 BASER 4 typ. TS to - - - BASER 'S2 WHERE OCCURS NBBJ typ. TS to G12 01 N 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fax (206) 621 -2300 1 N PLAN VIEW x CORNER tup — O 6 TS 3hx3hxi4 --- TYPICAL EMBED R 3 4,"x12 "x1' - 0' 01 (2) i2 "0 x 5" WELDED STUDS x 4 "oc (TYP. EA. PAVILL:ON PIER) COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 520 P: 206/343 -0460 SEATTLE, WA 98101 F: 206/343 -5691 typ typ i" CONT. BENT R — SEE ARCH. �6 _ -- R Vx315"x0' -3-h" SPLICE. LOCATIONS BY CONTRACTOR 13 14 6-9"a (CONTRACTOR VERIFY) NEN TS 3hx11/2xis (S COL. LINES ONLY) -- Ii" CANT. BENT R SEE ARCH. 20/52 NOV TO 3 hxi6 (4 COL. LINES ONLY) (CONTRACTOR VERIFY) 26 0,"x0i5VO6" EACH END NEW IS 3 ABOVE 6 BELOW TS 3:0x12xi6 ICAL - EXIST. TO COLS. PER PLAN — NEW TO 3hx3hx14 ABOVE 6 BELOW NEW TO 3 TYP, SEE ARCHL. ELEVATIONS ne. exist. EXIST. T5 COLS. PER PLAN 26/52 3 15 tAJP> tNP> 4 4x3hx4'6 x LLV MIDWAY STAN TS 3ix W/ (2) V":9 THRU -BOLTS 6 "oc IN Ire" SLOTTED HOLES 4x BLOCKING d CONN. PER 5/52 EXIST. STUD FRAMING a16"or . z ue --� T5 3i2x310xH type i<y TYPICAL 18/52 SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON SLOPED T5 BEYOND 4 L tOP> TS 3 WHERE OCCURS CONDITION BTWN. TO 3h" Nuther TS 3 WHERE OCCURS 4" CONT. BENT R — SEE ARCH'L. (4) F4 DOWELS - - --- FOR GALLOUTS IN COMMON SEE 29/52 DOWELS TO MATCH VERT. REINF. EXIST. STUD WALL FRAMING S 24"oc 4x4 BLOCKING W/ - -_. -- (2) A34 6 (4) 16d FACE NAIL EA. END 4 4x3i5x% x 0-9 LLV W/ (2) h "0 THRU BOLTS S Nor 3 T6 { 2' -0" 69 - -1a —_.cyP —TS 3iax PER PLAN r V NOTE: 1 THIS CONNECTION OCCURS AT SKEWED WALL CORNERS. CONTRACTOR TO VERIFY EXIST. WALL FRAMING CONDITIONS —T5 3i2x PER PLAN Descriphon el em EXIST. i2" PLYWOOD SHEATHING. REMOVE AND REPLACE AS REQUIRED FOR CONN. CP - i <" COAT. BENT R SEE ARCH'L. —NT 4x2 (GOT WEB PER ARCH) TYP. OF (5). SEE ARCH. FOR LOCATION -- G:2 PER PLAN - -- PRE -CAST GONG. GAP PER ARCH. —(2) 44 EA. WAY PLAN VIEW 5 A :0/52 17 tyc R to 4x BLOCKING PER 5 -52 EX ST. 2x4 SOFF - FRAMING 5 oc 46'x3; "x0 - A 24 'oc W/'2; 0 'o TARE B0LFS 0 6cc SLOT D HOLES EDGE OF SOFF'T - ABOVE (4) SIDES GI2x20.T TYP. -- 4 EXIST. BLDG. — 4 2x2x/ x 0' -3 " Sheer BRIDGE FRAMING PLAN & DETAILS PAVILLION PLANS & DETAILS --I 16,x52 52 V Sneer Nrix4- EX _ 3C'.LDING X— NO C i R_=OL EV -E R CC\\ "c XV SE CCD '31 LOGAVONS - STO AR C-. TYPICAL BRIDGE PLAN 12 - A6' SHAFy ?ER ARC' -. -5 51.5 6 CHANNEL PER PLAN TS 3i2x31/2xi< — — BENT R 26/56 I 26/56 ENTRY PAVILION - FRAMING PLA 24 RECEIVED cm of ruxwlu S2 - -TS 3 TYPICAL (4) CORNERS 25/52 ' 4 A 29)52 18 �-- - - - (3) 4 CA WAY ' 3 0 �� NI) LOCATIONS - SEE ARCn. -0 28 TYP. ENTRY PAViL COL UMN 2 ® ENTRY PAVI - FOUNDATION PLA 30 Sock 3/4" - 1 '-C'' '. N.O. Ffp<exd By TEL lob NIITIDer 9 - 25 C2 Descned SAC 6004 SOO awed Dote 3/21/VT ISSUED FOR BIDS - FOR CONSTRUCTION NBBJ - - ELECTRICAL ENGINEERING, LIGHTING DESIGN & 21: TECHNOLOGY CONSULTING 720 OLIVE W AY • • SURE 1 100 SEATTLE, WA 981 01 -1 853 FAX 206 -557 -0554 1RES 5 -3 -98 I UTHC TE C I P L it TE S TON 0 E IWERADON• Dale 1. LIGHTS ARE OFF DURR:G DAYLIGHT HOURS AS SENSED BY PHOTOCELL 2. LIGHTS ARE ON DURING DARKNESS HOURS AS SENer' BY PHOTOCELL 3. LIGHTS ARE MANUAL CONTROLLED BY H —O—A SWITCH. EXTERIOR LIGHTING CONTROL DIAGRAM - TYPICAL NO SCALE Des... of Re. Desi SITE PLAN Scale AS NOTED *coved By TYPE B TYPE E Ft AS NOTF4 PROVIDE CANOPY FRAME LIGHT FIXTURES TYPE OA ELLIPTIPAR, 175W MH. PROVIDE 1/2'. 2#10 B #12G TO 277 PANEL LA. PROVIDE 20A CB IN LA AND MARE NA LIGHTING CONTROL © REPLACE EXISTING RECESSED DOWNUGHTING IN WALKWAY /SOFFIT WITH NEW LIGHTING FIXTURE TYPE E MATCH EXISTNr VOLTAGE. REMOVE EXISTING SITE LIGHTING POLE AND CONCRETE BASE PROVIDE PULLBOX AND SPUCE CONDUCTORS TO MAINTAIN CIRCUIT CONTINUITY. © REMOVE EXISTING UGHTNG IN WALKWAY. © REWIRE ONE 3 POUF CIRCUIT TO MDP FROM PANEL LA. PROVIDE NEW CB IN PANEL MDP. GFNFRAI NOTES SYMBOLS LIST 4 0 UGHTNG FIXTURES rj SWITCH 0 +48" AFF GD DUPLEX RECEPTACLE O 18' AFF O EQUIPMENT CONNECTOIN CO FUSED SWITCH, HEAVY DUTY ✓ TELEPHONE OUTLET 0. SMOKE DETECTOR O HEAT DETECTOR RACEWAY CONCEALED IN CONSTRUCTION RACEWAY CONCEALED UNDERGROUND I IGHTING FIXTURE Sf HEDULE TYPE OA MANUFACTURER: ELUTPAR LARGE HID, M- 454 - 0175— S -06 —.— VISOR —OV LAMP: 175W MH SIZE: 18 -1/4' LONG X 14 -7/8' WADE X 7' HIGH COLOR: DARK BRONZE FEATURES: SURFACE MOUNTED, INTEGRAL BALLAST, CUTOFF VISOR MOUNTED CUSTOM ON BOTTOM OF FIXTURE HEAD, WET LABEL TAMPER RESISTANT FASTENERS • — CONFIRM MANUFACTURER: ABOUTE PET — P- 32 —PL- 120— WiIT —WL LAMP: 32W PL FLUORESCENT SIZE: 11 -3/8" HIGH X 5 -3/B" VADE FEATURES: WET LABEL CAST GUARD, FURNISH WITH REMOTE BALLAST AND WET LABEL RECESSED BOX FOR THE REMOTE BALLAST MANUFACTURER: INDY 706R -81 —SA LAMP: TWO (2)18W QUAD TUBE FLUORESCENT SIZE: 6' DIAMETER X 5 -3/8" DEEP FEATURES: CLEAR ALZAK REFLECTOR, DAMP LABEL PROVIDE POWER TO ADDRESS COLUMN UGHT FIXTURE. TYPE B. © PROVIDE 1/2" 2p0 & g12G TO 120V PANEL PA. PROVIDE 20A CB IN PA AND WIRE VIA UGHTING CONTROL. SEE ARCHITECTURAL DETAIL 1. PROVIDE ALL ELECTRICAL WORK AND ELECTRICAL DESIGN FOR A COMPLETE AND FULLY OPERATIONAL INSTALLATION. 2. CONCEAL ALL RACEWAY IN CONSTRUCTION. 3. CONFORM TO ELECTRICAL CODE. STATE OF WASHINGTON AND CITY OF TUKWALA. 4. OBTAIN ELECTRICAL PERMIT(S) .ARD INSPECTON(S). 5. PROVIDE AS —BUILT ONE LINE DIAGRAM. AND AS —BUILT ELECTRICAL LOAD CALCULATIONS AND ENERGY CODE CALCULATIONS FOR EACH BUILC.NG AS REQUIRED BY PERMIT AND INSPECTOR. 6. PROVIDE OUTDOOR USHERS CONTROL IN EACH BUILDING CONSISTING OF ONE PHOTOCELL, ONE TIME CLOCK, CONTROL RELAY AND CONTACTOR PROVIDE WIRING OF FIXTURES SO LIGHTS ARE OFF DURING DAYLIGHT HOURS AND ON /OFF AS SET BY TIME CLOCK. 7. OBTAIN FIRE ALARM PERMIT FOR ELEVATOR WORK. PROVIDE FIRE ALARM SYSTEM MODIFICATIONS AS REQUIRED BY FIRE MARSHAL Sheet Ins FeeR600BIED ELECTRICAL CI OR TUKWI A w6 Nanttet D .. $+D ChecRed DCC Dote 3 -31 -97 PERMIT CENTER ES