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HomeMy WebLinkAboutPermit D97-0110 - SOUTHCENTER CORPORATE SQUARE - BUILDING EXTERIOR AND LOBBY ENTRANCE UPGRADEPermit Center Authorized Signature: City of Tukwila L. Parcel No: 262304 -9075 Address: 575 ANDOVER PK W Suite No: Location: BUILDING 3 Category: AOFF Type: DEVPERM Zoning: TUC Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: N/A Wetlands: SignatJre: Print Narrie: 1 DEVELOPMENT PERMIT .0 South: .,0 Sewer: N /A"" Slopes: N c. -1 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit No: Status: Issued: Expires: Streams: Date: .6_11411 11 (206) 431 -3670 D97 -0110 ISSUED 06/03/1997 11/30/1997 Occupancy: OFFICE UBC: 1994 Fire Protection: SPRINKLERS East: .0 West: .0 Contractor License No: OCCUPANT SOUTHCENTER CORPORATE SQUARE 555 - ANDOVER PK'W, TUKWILA WA 98188 OWNER SOUTHCENTER CORPORATE SQUARE Phone: (206)575-8500 C/O ' .JSH PROPERTIES INC, 1005 ANDOVER PARK E, TUKWILA WA 98188 CONTACT RIC ANDERSON Phone: 206- 623 -0200 600 UNIVERSITY STREET, #2820, SEATTLE, WA 98101 CONTRACTOR UNIMARK CONSTRUCTION COMPANY Phone 206 628-5076 1325 FOURTH AVENUE #610, SEATTLE, WA 98161 ******************************************************* * * * * * * * * * * * * * * * *k * * * * * * * * * * ** Permit Description: COSMETIC UPGRADE TO BUILDING EXTERIOR AND ENHANCE LOBBY;ENTRANCE ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 85,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate). Eng. Appr: SAL 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 ******************************************************** * * * * * * * * * * * * * * * * * * * * * ** * * * * * `'. 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 pe - 9rmance of work. I am authorized to sign for and obtain this develop ent) permit. 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: Southcenter Corporate Square Existing use: ❑ Retail El Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital El Church El Manufacturing El Motel /Hotel a Office El School /College /University El Other Value of Construction: 85,000 Site Address:'((( /(.p4VV 7 ,Ct City State /Zip: 575 Andover Park West, Tukwila, WA 98188 Tax Parcel Number: 262304 9075 - 00 Property Owner: Lowe Northwest Investor Properties I, LLC Phone: (206) 623 - 0200 Street Address: City State /Zip: 600 University Street, #2820, Seattle, WA 98101 Fax #: (206) 623 - 0600 Contractor: (to he determined) Phone: Street Address: City State /Zip: Fax #: Architect: 11RR,T LSteve McConnell) Phone: (206) 223 - 4245 Street Address: City State/Zip: 111 S. Jackson Street. Seattle. WA 98104 Fax #: (206) 621 -2304 Engineer: CPL Mime. 2�6) 343 -0460 Street Address: City State /Zip: 217 Pine Street suite 520 Seattle W2. 98101 Fax #: (206) 343 - 5691 Contact Person: Ric Anderson Phone: (206) 623 - 0200 Street Address: 600 University Street. #2820. City State /Zip: Seattle. WA 98101 Fax #: (206) 623 -0600 Description of work to be done: Cosmetic upgrade to building exterior and enhance lobby entrance. Existing use: ❑ Retail El Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital El Church El Manufacturing El Motel /Hotel a Office El School /College /University El Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church El Manufacturing El Motet/Hotel a Office ❑ School /College /University El Other Will there be a change of use? El yes ❑ no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes ® no Existing fire protection features: El sprinklers ® automatic fire alarm El none ❑ other (specify) Building Square Feet: 20,000 existing Area of Construction: (sq. ft) 400 SF & bldg exterior Will there be storage of flammable /combustible hazardous material in the building? El yes iZ no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUVWILA 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 mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk El Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): El Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: El Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage El Street Use El Water Main Extension 0 Private 0 Public El Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only El Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est, quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date app /! a 1 n ex s: Application takee y: (initials) PLEASE SIGN BACK OF APPLICATION FORM CTPERMIT.DOC 1/29/97 BUILDING E OR AUTHORIZED AG NT: Signature�� � �j� �f _ Date: //aJ / c . G l �' Print name: Phone: yyze J Fax #: _��Cj Acidres yo / r f ,!' / . / c L ,1 eh. 9 r L .e r / c- 0 .0 ei � City /State /Zip s 1 q f/ )/ ALL COMMERCIAUMULTI -FAY TENANT IMPROVEMENT /ALT ' TION PERMIT APPLICATIONS MU BE SUBMITTED WITH THE FOLL ING: ➢ ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPGRMIT.DOC 1/29/97 Address: Suite: Tenant: Type: DEVPERM. Parcel # :.262304 -9075 Permit No: D97 -0110 Status: ISSUED. Applied: 04/03/1997 Issued: 06'03/1997. *•k * * * *** * * * * * * * *** * *•k•k * * * * * * * ** *** k* *•k ** k k * k*k *'k* k *•k•k•k *•k k•k * * * **•k** *•k k* Permit Conditions: 1 Please show existing water meters and water service to each building. Per Tukwila Munic.ipa each building shall be mete red se paratel v ;An:vHma.dl idatian ao existing irrigation system will regUire an irriaatlonpermit. A water quality devi,c'e is required for the storm drain system in the parking : dt unless, proof of existing quality device is subluitted. A ,double detector checks valve, is requrequired .'„fbr thef ire lines . (1/7/97 S417l97 No changes .;wi l 1 T be' .made to th"e plans unless approved' . the Architect or Enaineer and the Tukwila Building Division. Electr�i,c:,a`l permits, dial l be`'-ob`€a'ined through= the;�Wash,inaton Sta Di'vision of .L•abor;.ain,d ;Indust.ries and all-electrical'' } ' work'w.ill ;b.e inspectedbv. agency (248 - 6630)-. All i pe,rmit*, ,.inspection records.-` and approved plans shall ava,.iltablt the job 's)te pr or to-the start of any con -'' struo'tiorl These documents:-are to be maintained and avail- ablle;:`unti`l" f inal i :nsp.ection`;approval. is' granted. All structural concrete, shall ;be.. . inspected (UBC Alp 'structural welding ' shall be done ''bv . -. A. 8. 0. certified welders and spec` ia,l. ins'pe (UBC: Sec. ,306(a)5) . ' :; All high trength,�bol'ting 'all, be/special inspected UBC, Sec 30 { When, "'sptcial inspection is required eithe'r`'the owner,, architect. or ,engineer shall notify the'; Tukwila Bui'ldin`g ;. Division 'of appointment of the inspection agencies prior to the f,sirst' `building inspection. :Copies of" all special inspectton reports -shall be submitted to the Building Divisi'on,;.in a ` t ; imel y.: manner. Reports' shall ,contain address, project'-name, permit number and type of inspection being';` performed 9 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. 10. Notify the City of Tukwil'a..Build'ing Division prior to placing any concrete. This•procedure'is in addition to any requirements for special inspection. 11. 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. 12. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off - site or into existing storm drainage facilities. 13. It shall be verified in writing to the City Utilites Inspector that the fire loop system for the building contains a State Department of Health approved detector F`> doubl';e check v.;a l ve assemb l v'.; "the Fa na 1 Inspect.i , 1 1 daub 1 e. check ga le assemblies State; Department of He alth; of er:. to permit #D97. 0.107 for STORM .DRAINAGE PERMIT R : THE WHOLE;:SITE :'AND FIRE LOOP ,PERMLT ;C NEW :'.DGCVA INSIDE : ; E `.EXISTING FIRE :VAULT) 'FOR BLDGS : #,1 t 2 !`.3 ;,S PROJECT NAME DEPARTMENT: COMPLETE COMMENTS REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F { %mit occg di now copy PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0110 MG DIVISION LIC WO C., .. a SOUTHCENTER CORPORATE SQUARE DETERMINATION OF COMPLETENESS: (T,Th) NOT COMPLETE El TUES /THURS ROUTING: PLEASE ROUTE ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) DATE APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS El DATE CORRECTION DETERMINATION: APPROVED LJ APPROVED W/ CONDITIONS DATE DATE 5/09/97 FIRE PREVENTION P ^� NNING DI 0 • �� PERMIT COORDINA 4 DUE DATE 5/13/97 NOT APPLICABLE Ej NO FURTHER REVIEW REQUIRED 1 1 DUE DATE 5/27/97 NOT APPROVED (attach comments) Q DUE DATE NOT APPROVED (attach comments) Q (Certiflcadon of occupancy required. ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS 4 REVIEWERS INITIAL • PLAN REVIEW / ROUTING SLIP D97 -0110 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE E NOT APPLICABLE COMMENTS ' TUES /THURS ROUTING: PLEASE ROUTE - NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF I 1 (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL I APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS L CORRECTION DETERMINATION: APPROVED C:ROUTE -F REVIEWERS INITIAL SOUTHCENTER CORPORATE SQUARE FIRE PREVENTION PLANNING DIVISION El STRUCTURAL C PERMIT COORDINATOR Q DATE DATE DUE DATE DATE 5/09/97 DUEDATE 5/13/97 DUE DATE 5/27/97 NOT APPROVED (attach comments) 17 APPROVED WI CONDITIONS p NOT APPROVED (attach comments) U (Certificadoa of occupancy required. ) ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION I PUBLIC WORKS REVIEWERS INITIAL PLAN REVIEW / ROUTING SLIP D97 -0110 SOUTHCENTER CORPORATE SQUARE FIRE PREVENTION STRUCTURAL ❑ DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE ❑ NOT COMPLETE ❑ NOT APPLICABLE__ COMMENTS TUES /TIIURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED ROUTED BY STAFF ri (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED REVIEWERS INITIAL C:ROUTE -F DATE DATE DATE S�3 DATE 5/09/97 PLANNING DIVISION ❑ PERMIT COORDINATOR ❑ DUE DATE 5/13/97 DUE DATE 5/27/97 APPROVED n APPROVED W/ CONDITIONS C NOT APPROVED (attach comments) DUE DATE APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ (Certification of occupancy required. PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS COMPLETE APPROVED C :ROUTE -F COMMENTS • REVIEWERS INITIAL REVIEWERS INITIAL :fa..rv..vM..aw�'«.�a bla�mYV Ket$n * N+Y,fI4 L� PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0110 SOUTHCENTER CORPORATE SQUARE • NOT COMPLETE REVIEWERS INITIAL ' �,l (‹) CORRECTION DETERMINATION: FIRE PREVENTION p STRUCTURAL C I DETERMINATION OF COMPLETENESS: (T,Th) APPROVALS OR CORRECTIONS: (ten days) APPROVED 1 APPROVED W/ CONDTTIONS TUES /THURS ROUTING: PLEASE ROUTE p NO FURTHER REVIEW REQUIRED IN ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) DATE 5//3/4' DATE DATE DUE DATE un'reY^n�t�x W �Gr�sCRxwY!4 /f.'N F:2?�Nt'��NR tAlr ittiftaac .`uurr?r,�:�cr,.e^aMeYrFrRA DATE 5/09/97 PLANNING DIVISION II PERMIT COORDINATOR 0 DUE DATE 5/13/97 NOT APPLICABLE I 1 DUEDATE 5/27/97 NOT APPROVED (attach comments) p I i APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) p (Cerdficadoa of occupancy required. ) . ��:dF'b•::7T.SY;:��:. K;: it :.p.£:ti.R::.1,:V:2:• ?;F• ^ ;:•Y'tr 7: �iiE�ailt'l�}�b i•_'SNh^ -.F+ PUBLIC WORKS DEPARTMENT: BUILDING DIVISION f___1 az'1.:is•h! .cvY.NZttw1.51, 4t+::s PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER 097 -0110 DATE 5/09/97 PROJECT NAME SOUTHCENTER CORPORATE SQUARE I I I DETERMINATION OF COMPLETENESS: (T,Th) COMMENTS TUES /THURS ROUTING: PLEASE ROUTE ROUTED BY STAFF f (If routed by staff, make copy to master file & enter Sierra.) DATE l 51/3/6P?" REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS g NOT APPROVED (aktach comments) Pet m� k Y\ REVIEWERS INITIAL L l %Lc�` C� DATE 6730/ lac-e lv ed /1r ( 901ai CORRECTION DETERMINATION: APPROVED C:ROUTE -F REVIEWERS INITIAL DATE FIRE PREVENTION C PLANNING DIVISION ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ DUEDATE 5/13/97 NOT COMPLETE ❑ NOT APPLICABLE ❑ NO FURTHER REVIEW REQUIRED C DUEDATE 5/27/97 DUEDATE APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ (Certification of occupancy rcquircd. ) P.exry* GoordinWtar Copy PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0110 REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F PROJECT NAME SOUTHCENTER CORPORATE SQUARE — BUILDING 3 DEPARTMENT: BUILDING DIVISION ❑ FIRE PREVENTION ❑ PLANNING DIVISION ❑ PUBLIC WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR I 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE ❑ NOT COMPLETE f:J( COMMENTS ,t . i Cl OM ag' 191 TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) DATE I I APPROVALS OR CORRECTIONS: (ten days) APPROVED ❑ APPROVED WI CONDITIONS ❑ DATE CORRECTION DETERMINATION: APPROVED ❑ APPROVED W/ CONDITIONS ❑ DATE DATE 4/03/97 DUE DATE 4/08/97 NOT APPLICABLE ❑ `CCU. I'on DUE DATE 4/22/97 NOT APPROVED (attach comments) ❑ 4 DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. 'I.C]?.Yi::Y :eF: ^;'.4�r ^' ^� Y�Sa :i4tiit6Y4 if��awd4biea ntstkV.4, Airo.ktS+i 114ST.W /:.14 :Yl41e%'1 M tL;,VM ACTIVITY NUMBER D97 -0110 PROJECT NAME SOUTHCENTER CORPORATE SQUARE — BUILDING 3 DEPARTMENT: BUILDING DIVISION PUBLIC WORKS I DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS ' TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED ROUTED BY STAFF EJ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP NOT COMPLETE FIRE PREVENTION STRUCTURAL I I CORRECTION DETERMINATION: APPROVED U APPROVED W/ CONDITIONS DATE 4 DATE r.. ^rsaen�rr� NOT APPLICABLE 0 -9l r I REVIEWERS INITIAL DATE • um.,r sMinmf KV .Wa DATE 4/03/97 PLANNING DIVISION PERMIT COORDINATOR E DUE DATE 4/08/97 DUE DATE 4/22/97 APPROVED n APPROVED W/ CONDITIONS ( !. NOT APPROVED (attach comments) E DUE DATE NOT APPROVED (attach comments) U (Cerrihcadon of occupancy required. ) ..7. w10,...' i../...* pi liha7uV1X10.4: ".0.•Yr74J44 ist.W6% tr0.tlif kte 2L"1! 4": A' FO% bo Nr... 9[ r.. tdw 2li. rK. , .•JNtarSX>1x 14 :Rh.'. ,1 1. 7 r 114 V 1 . 40.AVVI." J.9N}iNV.'✓tlTY41 i PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0110 PROJECT NAME SOUTHCENTER CORPORATE SQUARE — BUILDING 3 DEPARTMENT: BUILDING DIVISION El PUBLIC WORKS REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F L ` FIRE PREVENTION PLANNING DIVISION STRUCTURAL I 4 DETERMINATION OF COMPLETENESS: (T,Th) • COMPLETE [ NOT COMPLETE E COMMENTS TUES/THURS ROUTING: PLEASE ROUTE E NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) DATE APPROVALS OR CORRECTIONS: (ten days) APPROVED I 1 APPROVED W/ CONDITIONS NOT NOT APPROVED (attach comments) CORRECTION DETERMINATION: APPROVED C] APPROVED W/ CONDITIONS DATE DATE El PERMIT COORDINATOR 0 DUE DATE 4/08/97 NOT APPLICABLE DATE 4/03/97 DUE DATE 4/22/97 CI DUE DATE NOT APPROVED (attach comments) Q (Certification of occupancy required. ) %_ W�CY�!:N:LI'tf PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0110 PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS COMPLETE `74 COMMENTS • REVIEWERS INITIAL L iG TUES /THURS ROUTING: PLEASE ROUTE in 4'xN`.41t+xxttnnfe + umr + feNlK SOUTHCENTER CORPORATE SQUARE — BUILDING 3 DETERMINATION OF COMPLETENESS: (T,Th) DATE 4/03/97 FIRE PREVENTION ❑ PLANNING DIVISION II STRUCTURAL ❑ PERMIT COORDINATOR ❑ .4 NOT COMPLETE ❑ DATE NOT APPLICABLE ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) NO FURTHER REVIEW REQUIRED ❑ AA/q7 DUE DATE 4/08/97 APPROVALS OR CORRECTIONS: (ten days) DATE REVIEWERS INITIAL DUE DATE 4/22/97 APPROVED n APPROVED W/ CONDITIONS I I. NOT APPROVED (attach comments) ❑ CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE -F APPROVED l l APPROVED W/ CONDITIONS rj NOT APPROVED (attach comments) ❑ DATE DUE DATE (Certification of occupancy required. ) r..::Xl irk: tcT? 7,+ �5' fd7 .�enliS+ciTi.'+t;t„ C ACTIVITY NUMBER D97 -0110 ! i^ icYaIXa;. XS: t' Ynt; t.•.: N': X+ �ra��vylNwu mw;rl .? PLAN REVIEW / ROUTING SLIP PROJECT NAME SOUTUCENTER CORPORATE SQUARE - BUILDING 3 DEPARTMENT: BUILDING DIVISION PUBLIC WORKS t 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE E NOT COMPLETE NOT APPLICABLE El COMMENTS C- o (Q q- I TUES /THURS ROUTING: PLEASE ROUTE C NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL C:ROUTE -F i FIRE PREVENTION PLANNING DIVISION a STRUCTURAL n PERMIT COORDINATOR El DATE DATE DATE DATE 4/03/97 DUE DATE 4/08/97 C 7 DUE DATE 4/22/97 APPROVED n APPROVED WI CONDITIONS NOT APPROVED (attach comments) Q REVIEWERS INITIAL CORRECTION DETERMINATION: DUE DATE APPROVED D APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) CITY OF TIJKWiLA: TRAkilmIT Ociri;***,0,A*44**4*** k*.*(4***-fh TRANSMIT Number: ': R9700.591 . Amount: . 798.00 06/03/97 15:42 Payment .: Method CHER Notation: SOUTHCENTER ' CORP In i t: SLB - Permit No D7-0110 • Type: ClEt)PERM DEVELOPMENT PERMIT :Parcel No 262304-9075. bit,a Addeas: $75. ANDOVER PK W Locatjbm:' BUILDING 3 .Total Fees.: 1 This Payment' - 798.00 Total ALL Pints: 1 Balance' .00 *,■,%*****.t***.k*i6k**********4c******1114e********A****,%****i■*******4;* . Account Code Description Amount 000/322 BUILDING - NONRES . 793.50 000/38G.'904 . STATE BUILDING SURCHARGE 4.50 • 1006 06/04 9717 TOTAL 3284.00 ** fi; * * *140* *** * * *.* * * * * *. * * * * *•* * * ** zl * * ** *,% * * * * * ** * * * * ** * * * ** CITY :AF TUKWILA ' TRANSMIT * * !* * *!c* * ***11 A* ** *'fie* TRANSMIT :Number: R.9700561 Amount: 513.78 04/03/ 97 12:45 Payment Method: CHECK Natation: RICHARD ANDERSON Init: KIP Permit No: D97--0110 Type: DEVPERM DEVELOPMENT PERMIT Parcel. No 2623.04 -9075 Site Address: 575 ANDOVER PK W Total Feed: 1,313.78 - This Payment 51,5.78 Total ALL Pmts 515.78 Balance: 788.00 *, k****** 4********************** *A * * * * * * * * * * * * * * * * * * * *,t *R * * * ** Account Code 000/345.8:30 Description PLAN CHECK - NONRE8, Amount 515.78 1 244 04/07 9716 TOTAL 2063.i2 Prot l ✓�� A C.il/ � Type of Inspec � � f� y%S) Addr/ 6 Date called: Special instructions: Date wanted P• Requester: Phone: INSPECTION RECOlii) Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 i, 0 COMMENTS: c3A Inspector: Date: Approved per applicable codes. 0 Corrections required prior to approval. 0 $47.00 REINSPECTIOI'FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Proj t: Gil() Type of Inspectionc c j Addres,s: a44 5-75 (sup, 14K. wch Date called: 340 0 3/ - Special instructions:. Date wanted: I ( a.m. P.m. Requester ' / seps Phone: INSPECTION NO. LT 1 -1 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ID Approved per applicable codes. COMMENTS: Inspector: 610 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No: Date: 01 I 0 PERMIT NO, (206)431-3670 El Corrections required prior to approval. Date: c.X.) • P ject. titcaegu au--- Type of I specticih: Address: 06 MADvev Pk-iit) Date ca ed: a-40-11 Special instructions: Date wanted: Ca /Z — 4 - 1/ P.m. Requester: bilaii Lj agrfri -- Phone: W (0- 2. W,e, ,1404944:44449:94.40.474,ahrtv INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 kr Corrections required prior to approval.--::- COMMENTS; P./4 te-t.6 /- 1„64. fr7.01 - Add A _Id Ade $47.00 REINSPECTI fi FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: COMMENTS: ) 6 6 - I p n tA P (C,,. C,SpGLI( ter J/ L ) ie..v, 0E- (A--m.-- cF- ‘,.. pituthir4 r Address .seS Wit, F t S co ,s N-9..P* c.-- 61-.• C e41% 1:) N,, 1...- . Acc, ' .,S'/6 -- Fit f..-4% ..-4v, P E•' . n v)-$ -i t1 t I ti c& w A k L 1 X 6 11 t Date wanted: I - ):J ' �1� p.m. Requester: G- (rp -.U10 -SIB-, 791 c ..•: l ` Project.: II () Type of inspection: Address .seS Wit, I C Date called: —1'7- Special instructions: . Date wanted: I - ):J ' �1� p.m. Requester: G- (rp -.U10 -SIB-, 791 INSPECTION REC Retain a copy. with INSPECTION NO. .' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • Approved per applicable codes. 1 c1-1-vI1U PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Inspector: Date: [ 1 $42.00; REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receit No.: Date: __J �µvr�,f vR`+. 'c+ya',�,�,F'�x.Nttiwr+aaw.uiw,. `Project Name S C- ek &(' I.,OC ROCS . Address S55 Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: S Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM 510 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM • Permit No. SA \C) l21. Date T.F.D. Form F.P. 85 Suite # 51`x Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 3 sl o t tffi cante... Nap • tAf� f�� ^ yp of inspectionrrAM i m called: Q O _ 1 _ 97 D _i 1 6d1r:. t oc E,R. FK w Date Special instructions: Date wanted: m. . Requester: Dm ja mi tx. 5 INSPECTION REC Retain a copy with p's_.nit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300. Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) ,431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: o/ ( $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100.•` Call to schedule reinspection. Receipt No.: Date: rojec : f COO. cAw ize. P T e of inspec ion: r Inc - ConrRe'a- mA Address: 6 - 16 A IDt - F - W Date called: - 1- ZS - 17 Special instructions :. 506 WI e'. 113 3 Date wanted: 1... 28 _ 11 `.� Requester: DA Ai JAM -EE iJ g1 0- / IPF,� : 4-1 /B' INSPECTION RECQ' Retain a copy with it INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: S P� 1 wSP {' IS r‘j ts7 -(L- eta �-� N • . P- ,.t�'i fiNpAc ■ vs 19.qtas t E' Inspector: Date: 7 /, 0 / $42.00 REINSPECTION 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. q&Corrections required prior to approval. (206) 431 -3670 rofect _ A. T e of inspection: IA) Address: V I F �� v-'7 p • 1 ✓ Date called: _ _ 97 Special. instructions: 4:,E( 4.3 sp F; C`:���IN F'. � �'� Z. Date wanted: 1 - t , t� Requester: �At\J hoe O- 516. 6+ Z �v INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 rrl'- 9 r --- , (� a'.J s ► . I Approved per applicable codes. COMMENTS: Inspector: $42.00 REINSPECTION FEE REQUIRED. Prior to' inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: INSPECTION REC Retain a copy with it ‘ t'sl(,'Z11...._ s ;- c:,,.►,R1 tc Date: . Date: (206) 431 -3670 Corrections required prior to approval. Project: t Se..0 Type of inspe n: Address: n A•C.w. Date called: C9 (.2.5- Special instructions:. Date wanted: EG ci7 p.m. Requester: Phone No.: INSPECTION NO. CITY, OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 Approved per applicable codes. INSPECTION REC Retain a copy with permit Ci7- 1)110. PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: 01•e 1 N A64(..� VN1 vrARlL COS (AJ - � P � c • r ISP i iS Inspector: I Date; $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: PAGE .02/02 :December 7, 1999 Ms. Brenda Holt, Permit Coordinator City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Dear Ms. Holt, 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 1)97- 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 1)97- 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. 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 A Lowe l:nterpdses Company cm( RECEIVED IIA DEC — 7 1999 PERMIT CENTER City of Tukwila Department of Community Development November 29, 1999 Ric Anderson 600 University Street, #2820 Seattle, WA 98101 Permit Status D97 -0110 575 Andover Park West Dear Mr. Anderson: In reviewing our current permit files, it appears that your permit for cosmetic upgrade to building exterior and enhance lobby entrance issued on June 3, 1997 has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. Per the Uniform Building Code and/or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, if a final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non - complying and not in conformance with the Uniform Building Code and/or Mechanical Code. Please contact the Permit Center at (206)431 -3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, Brenda Holt Permit Coordinator Xc: Permit File No. D97 -0110 Duane Griffin, Building Official John W. Rants, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 41313670 • Fax (206) 431-3665 PACIFIC TESTING LABORATORIES September 29, 1997 . Certificate No. 712 -71048 Building Inspections CITY OF TUKWILA BUILDING DEPARTMENT 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Project Name Project Address Permit No. We have completed the requested special inspections on September 2, 1997, is numbered FR 11508. WORK REQUIRED Reinforced concrete (cast in place) Structural steel erection To the best of our knowledge, all work inspected conformed to approved plans, specifications, UBC, and related codes, and /or verbal or written instructions from the Engineer of Record. Reviewed by: John F. Vicente, E.1.T., Manager, Seattle Construction Service>� Sincerely, James C. Fr JCF /j fv cc: Ron Greene LOWE ENTERPRISES NW 600 University Place, Suite 2820 Seattle, WA 98101 Southcenter Corporate Square 565 Andor!er_Park.We .. - -D97- 0107,0108,010 esident PTL/PSI • 3257 16th Avenue West • Seattlo, WA 98119 • Phone 206/282.0666 • Fax 206/282.0710 A Division of i asotechnics► Construction Envfor.nsnt.► @un•wtlnf • tnMn•.rMO • TY•Unt WORK INSPECTED the subject project. Our final report, dated Reinforced concrete (cast in place) Structural steel erection Information To Build Ott `f e" 12/21/99 11:08 FAI 206 869 5824 Page 5 of 6 i' Ccuplet ion Date 3 i cf a THE EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) INSTALLED ON THE STRUCTURE LOCATED AT THE ADDRESS INDICATED BELOW CONFORMS: t gwIT TO (=FS MANUFACTURER NAME) r r ATION PRACTICES AND SECITON(S) OF ICBO E S , INC., REFS NO. 21T , . Address of Structure: 5OUTJ IGEN7��_ l_bRPO A7E S QdA 5 Aoteys E P� i.l er 1-1A 16102, INSTALTATION A. Substrate Type and Toles B. =FS 1. Adhesive and/or Fasteners 2. Insulation 3. Reinforcing Fabric 4. Base Coat 5. • Finish V1 KXECS EIFS Contractor Company Name and Address: T GS • la -ca' ION Copy: 1;irS Manufacturer Ecararr A- VEK C ,T1Or1 (=FS CCVIRACICRt NW) Product C onent Names: NIA Adhesive (•sj' Fasteners s (mach) h! 1 CV. Ease Chats Catr.1(MS ReinfarCirss FCC 1 N IF R ME t% ATE ESN Finish Coat(s) SANOPE au FiNe CDNF OINS ,l • 17 C. The information entered above is offered in testimony that the Ells installation conforms with the EIFS manufacturer's installation methods and per, and the FIB'S manufacturer's Fs report. NOTE: An installation card shall be received from the Sealant Installer indicating that the sealant installation conforms with the L1tS evaluation report and sealant manufacturer's installation methods and pxtral es mast accompany this declaration. 700 N r 'Sr Eb n•.I vrr b °i 05'7 Signature of responsible Officer: Typed Name and Ti of Officer: Freeman Boy =� Vice President Telephone Number (41.51 ASS -1990 cc: Original.: Building .' apartment Nast be submitted with sealant installer declaration.) gIUU2 /UO3 ' 12/21/99 11:08 r� G0b any aoL4 ••' 82111/911 u•J 18 PA ` M' 5124 Page t at callastlest ;ate: ': 4 • .s s of BtructUre: c. A. trra re .s,ats inatnactirria 3. 3saant zarigactaweVes dsrail. and rsisortncs Wiwi= iriaation aanutasturet's rrgairsmr&ts signature at re oarrible Officer: Typed Naar art Title of Officer: Term** Muter (253 1 a.7R " <21 cc: Copies: U?$ )Q.iieoblvir IMIS contractor Sealant mansfact arer SEcve.rry 4SEALA4TS (=An WM= D = tom) NNW VrAlt',,l.b vERTECs OEMS Peal= Ccmgment Rams: Pciser(s) w i atk) Smalum Iced Sealant lmMaria'.s o ' `Mat bi subetted with cc/tractor daelasation.) • THE SEALANT INSTALLED IN CONJUNCTION WITH AN EXTERIOR AND FINISH, SYSTEM (BM) INSTALLED ON THE STRUCTURE LOCATED AT THE ADDRESS INDICATED . BELOW CONFORMS: (S1175 y NAMITAczutCR MME) AND (Sz z 1»r AC7v1 's NAME) FtEXCHNDIDED =MAI= reuicrt=i1 AND sarsat (5) _ of zceo la, utc. , MOM )o. .74.16. D. The infrmmtitn *.seed above' is offend in testier+ that the Sealant installatici canfaree with the scent man ufac zrt!'s inctallatii meth da ard procedures, ard eke WE maradacturerls evaluation meet. Sealant 2Mler Crrtry you we sera: _ ggQt - rAGE e2 000?• ER• . • gib Si iC0ne. EZL- MARA E • Project Record Memorandum Eric Dann, P, E. Coughlin Porter Lundeen CY'r1RES 1/2 =/34 I COUGHUINPORTERL liDUN. Date: July 28,1997 To; NBBj Project Southcenter Corporate Square 111 S. Jackson. Seattle, WA 98104 Sent Via Fax The general notes state that masonry should have special inspection. Because the new masonry construction does not consist of primary st: uc -,:raj. elements and the design stresses are so low, Coughlin Porter Lundeen does not require tha: the masonry have special inspection. It is acceptable that the allowable stresses be half of that of masonry with special inspection. If you have any questions or comments, please call me. cc: Ron Greene Lowe Enterprises 575 -1198 fax 6212304 Nick Hendrickson Project No: 97- 0025 - 02 1 By: Eric A. Dann ?17P I1%CT ;; :r.' TTI UI, nn1n1 •••• • •••. • a .. . V. 01/01 TOTAL P.S. r,� REVISION SUBMITTAL DATE: 5P-007 PROJECT NAME: sou-i-hcfDt( CV CO jE PROJECT ADDRESS: CONTACT PERSON: PHONE: REVISION SUMMARY: NtLo ts SHEET NUMBER(S) Bld lemu il Awatiite.t SJY. fKY+ NMA�iRY 'NTAbRhH1MaMevYrhi�M.fJlYCe2h1 CITY OF 4:tJKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PLAN CHECK/PERMIT NUMBER: "Cloud" or highlight all areas of revisions and date revisions. Planning Fire: UGC 107 ►OBI"- -0107 5v",/0/ RECEIVED CITY OF TUKWILA MAY 0 .1187 PERMIT CENTER €C fe i r°1 SUBMITTED TO: CITY USE ONLY Public Works 3/19/96 t ve.`..�YxY MAY 2 01997 PACthIC May :19, 1997 Mr. Phil Frazier City of Tukwila Storm Water Engineer 6300 Southcenter Blvd. Tukwila, Washington 98188 Re: Southcenter Corporate Square - Lowe Enterprises File No: 3- 1905 -0102 Dear Mr. Frazier: Our client, Lowe Enterprises, is proposing to upgrade 12 office buildings in the Southcenter Corporate Square business park on the northeast quadrant of the intersection of Andover Park West and Minkler Boulevard. As part of the City's sidewalk ordinance, the Owner is required to upgrade their stormwater system to meet the City's water quality treatment standards. Therefore, we are proposing that seven (7) Type II CB -54" FROP Tee Spill Control devices be installed at the discharge locations, as noted in the enclosed plans. However, there are two locations where the depth of the pipe is shallow (1.08' rim to crown at CB #7 and 2.0' at CB #9A) and therefore makes the installation of a Type II CB with a tee not feasible. Therefore, based on discussion with you on May 19, since an approved structure and treatment device can not be installed, we have elected to not install any structure at these locations. Should further development and/or modification of the parking lot take place at these locations in the future, then a re- construction and lowering of the storm drain line can be considered at that time. On behalf of Lowe Enterprises, please let us know if you have any questions or concerns regarding this issue. I can be reached at (425)828 -2828 or call Ron Greene with Lowe Enterprises at 575 -2120. As you know from previous discussions, Lowe Enterprises is ready to begin construction as soon as permits can be secured, so your prompt response \v ill be appreceiated. Sincerely, W &H PACIFIC, INC. t / Marc J. Servi i PE Project Engineer MIS;mjs tlproject l90501021wpdata\cilylctt.wpd enclosures 3025 -112th Avenue N.E. P.O. Box C -97304 Bellevue, WA 98009 -9304 cc: Lowe Enterprises (206) 827 -0220 Fax (206) 822 -5341 Planning • Engineering • Surveying • Landscape Design • Environmental Services REVISION SUBMITTAL DATE: 5 f ° / 9 1 • PLAN CHECK/PERMIT NUMBER: Daf - O II PROJECT NAME: PROJECT ADDRESS: 5 Li S I S (05 51 S SST CONTACT PERSON n‘.1 •! �' °-P =- = PHONE: 5 S Z \ 2 0 REVISION SUMMARY: CI b \ L 'Q os'1<_ ckc-A-A --e c ' t \ t l t " c `l SHEET NUMBER(S) C_ -' \ C- "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: CITY USE ONLY Bldg. • Planning:'. CITY OF rUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 RECEIVED CITY OF TUKWILA MAY 0 9 1997 PERMIT CENTER • Public. Works 3/19/96 May 9, 1997 Hand Delivered Attn.: Joanna Spencer City of Tukwilla Department of Public Works 6300 Southcenter Boulevard, Suite. #100 Tukwilla, Washington 98188 RE:. Southcenter Corporate Square (Plan Check No.:D97 -0110) Co•,a :ns., prjt,z.; ,ibr•thwest. int. One Union Square 600 University, Suite 2820 Seattle, Washington 98101 Telephone: (206) 623 -0200 FAX: (206) 623 -0600 RECEIVED CITY OF TUKWILA MAY 0 9 1997 PERMIT CENTER As requested in the letter dated April 7, 1997 we have addressed the following comments and have inserted a civil drawing into our all ready submitted permit package for buildings 1,2,3 & 4. I have addressed each item below: 1. Please show existing water meters and water service to each building per Tukwilla Municipal Code, each building shall be metered separately. Response: Each building has an existing water meter and service line. Our submitted civil drawing will show meter and service line location and size. 2. Any modifications to the existing irrigation system will require an irrigation permit. Response: We are not making any modifications to the irrigation system. 3. A water quality device will be required for the parking lot storm drainage system unless evidence of an existing and adequate water quality device is submitted. Response: We have identified on the submitted civil drawings from W &H Pacific Engineering (11) out fall catch basins to be retrofitted with a Frop -T Oil water separator or similar device. Our plans also indicate and number each catch basin type and line size for your review. A Lowe Enterprises Company cc Ric Anderson, Lowe Enterprises Northwest, Inc. Please call me if you have any questions regarding this letter or the submitted civil drawings. Sincerely, A double detector check valve assembly is required for the fire suppression . water lines. response Our submitted civil plans indicate the vault location and detail of the double check valve assembly we plan on installing pending approval from Public Works April 22, 1997 Dear Mr. Anderson: City of Tukwila Department of Community Development Steve Lancaster, Director Mr. Ric Anderson Lowe Northwest Investor Properties 600 University Street, #2820 Seattle, Washington 98101 SUBJECT: Development Permit Application Number D97 -0110 NOTICE OF INCOMPLETE APPLICATION Southcenter Corporate Square 575 Andover Pk W John W. Rants, Mayor This letter is to inform you that your permit application received at the City of Tukwila Permit Center on April 3, 1997 was determined to be incomplete. Before your permit application can begin the plan review process the enclosed requirements from the Public Works Department must be met The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431.3665 f you have any questions please contact me at the City of Tukwila Permit Center at Kelcie J. Peterson P ermit Coordinator File: D97 -0110 PRE97 -013 ►'• DATE: City of Tukwila Department of Public Works JUBLIC WORKS DEPARTMENT COMMENTS April 7, 1997 PROJECT NAME: Southcenter Corporate Square - Building 3 PLAN CHECK NO.: D97 -0110 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179, if you have any questions regarding the following comments. The City of Tukwila Public Works Department has determined that the plan sets submitted on April 3, 1997 are incomplete due to the fact that the building site plans and utility plans are not combined. To expedite plan review, the following items must be addressed: 1) Please show existing water meters and water service to each building. Per Tukwila Municipal Code, each building shall be metered separately. 2) Any modifications to the existing irrigation system will require an irrigation permit. 3) A water quality device will be required for the parking lot storm drainage system unless evidence of an existing and adequate water quality device is submitted. 4) A double detector check valve assembly is required for the fire suppression water lines. John W. Rants, Mayor Ross A. Earnst, P. E., Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431 - 3665 CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: PLAN CHECK/PERMIT NUMBER: 409 7 - O / / 0 PROJECT NAME: SOc rt ei lit'( C >rRre 7T PROJECT ADDRESS: 575 (bier / V V Bldg: - tannin CONTACT PERSON: PHONE: REVISION SUMMARY: SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: CITY USE ONLY .'Putilic,.Wdrks • 3/19/96 DATE: City of Tukwila Department of Public Works PUBLIC WORKS DEPARTMENT COMMENTS April 7, 1997 PROJECT NAME: Southcenter Corporate Square - Building 3 PLAN CHECK NO.:D97 -0110 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179, if you have any questions regarding the following comments. John W Rants, Mayor Ross A. Earnst, P. E., Director The City of Tukwila Public Works Department has determined that the plan sets submitted on April 3, 1997 are incomplete due to the fact that the building site plans and utility plans are not combined. To expedite plan review, the following items must be addressed: 1) Please show existing water meters and water service to each building. Per Tukwila Municipal Code, each building shall be metered separately. 2) Any modifications to the existing irrigation system will require an irrigation permit. 3) A water quality device will be required for the parking lot storm drainage system unless evidence of an existing and adequate water quality device is submitted. 4) A double detector check valve assembly is required for the fire suppression water lines. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 4313665 APR -08 -97 TUE 08:52 LOWE ENTERPRISES Cr Kelsey Peterson City of Tukwila Fax Transmittal FROM: Ric Anderson Lowe Enterprises Northwest RE: Southcenter Corporate Square Cost Estimates DATE: April 7, 1997 Pursuant to your request, Y have outlined the cost estimates for the improvements relating to our Building Permit Application on buildings 1, 2, 3 & 4. Construction Items Exterior - skin, bridgeways, trash enclosures $70,000 per building Exterior lobby enhancements $15,000 per building Total $85,000 per building Assessed property value 1994 - $20,100,000 $1,675,000 per building 1995 - $19,750,000 $1,645,000 per building 1996 - $11,923,000 $ 993,583 per building Thus, 10% of the 1996 assessed value is approximately $94,000. ex %;::;. ., _ 'c.. one Union Square 600 University, Suite 2820 Seattle, Washington 98101 Telephone: (Z06) 623.0200 PAX: (206) 6Z3 -0600 A Lowe Enterprises Company RECEIVED CITY OF TUKWILA APR 0 81997 PERMIT CENTER COUGHLIN PORTER LUNDEEN A CONSULTNG STRUOURAL AND CML ENGNEERNG CORPORATON Structural Calculations for the Southcenter Corporate Square Building Remodels NBBJ February 27, 1997 Project 97-0025-02 I EXPIRES 1/22/99 I CITY OF TUKWILA APPROVED JUN 3 1997 • nu BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 0 3 1997 PERMIT CENTER Pq a14. 0 10 a thY D9 e 01 10 • Project No. Client N1361" _ 1 I MA SON R•( c °LUt'►►.1 S • � - -A _ 5 .10 $ -0 .. 6.6- QIN19 7 5A IL ARS-A = (5.4 ) CoLU►^ Z a OVe 1 i'QNINts MOt1etrr 1nue To :.JInJP C2 � (i5:Xs.5); t• / 2 ) + ( (5.sX)/(!5Y11 5) Cat5MIc 0E5104 a x a — I P5 F= 567 16 17E5164 SE15Mic LOAD A LTERn1At tJEC`( 615)(1, oX W)(• -3) VSE: NI" , 27S W 'e516t4 0111) LOAD g D• 5 ) — 0.2S .r.11 roR.cr~ U ( oveRl'JRVJtAs N1oMSN i nuE TO 5clSmic .275(62 Xl',$) + (540Yg,51 g4)1 (" , 540 lh 31(2.75 27 LG) W 3 CON SE.PJ hie 143 15 ?Sr 56i 2, rb • % 5S 13 lb .-{r E—• Project: SOUTH c EN TE R cURP. S GvAR COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION Designed By: EA D Checked By: Date: 2. 7. 97 Sheet I of I S 217 PI* STREET. SUITE 520•SEATTL . WA 8801 • P205/343.0460 • F :206/343.5691 a Proiect No. I Proiect: otYfl4 C e r.1 - rak C og P. ScuA Client COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION Pe3t 61A_ FciOTINU ---•---- : • -- - f 610 '" 142_ lh - - C.I4ECK SD)L PRe-S5uk • .g.g/3 REA on) PINT 59/7 6.4 ‘ ; so IL PRassve a .... (zx 6, 4) = 2A00 P pi, 5q oy 3) .7 ig D 6 se. Designed By: P.A1) Date: 2. 27 4 17 Checked By: Sheet 2.. of 1 5!) 217 POE STREET. SUITE 520• SEATTLE. WA 9801 • P1C06/343•0460 • F10E1343.5691 • . „ „ I D. I .'S .'5') )1 i �r .- •NoMTER$ 5vff k1'i3t LOAD 5St IvA C- MoDEL U s (S'q - $, 'S'S V $E 1 4 S EEL GECK 5 e15M lc- 33X 1,314 to.-L.) Project No. Client x, S2. s©\ t•, - -Forte e 11)•P tArz 1.5 KI In D . Psf) �2. 1'3y1. D) (4) = ,6 )1,<1 COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGI•EERING CORPORATION (1•t (2..) + (E.3512.5) 35 161-r+ .413 ki 1 n) (GYM = � , 4t3) : .1� 5 tt� (3)( 27 Kam) �X 2�� W` (.31x, ,2Y° 3.4 pLF I'= 1 b( ( (X * - 2. o 4 W (6 )[t. $ ) T Checked By: 141■17 bov r►�J k Q (b5V , 5) 3 7z 9 ' .33 (3)(2'Iaa►',y.007 Project: S d uTA C E N 1 CDR P. CN R Designed By: At Date: 3.7. 97 Sheet 3 of 217 PME ST1EET•SUITE 520•SEATTLE WA 9801 • P2061343•0460 • F2061343.5691 COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL APO CIVIL ENGINEERING CORPORATION - f3RiDGE. Rcof AN41,1•5 It 5,36 i. Tyl' •51.` _ .4554m - - 0.4tXll..i - It 50 PLF 7 1.4 A-1. AL 51V655 4.75 1 le < `6 9 W I0 4.1S .4 IC 2 , ieuss c5 3.02 Project: S o v'Tl4 c .3 TAR C oR f o RAfl 5c.vA R E Designad By: EAD Date: 3 • //. 97 Project No. Client N651 Checked By: Sheet 4 of l I 217 PIPE STREET. SUITE 520•SEATTLE. WA 98131 •P206/343.0460 • F206/343.5691 RISA-3D (R) Version 2.00 Coughlin, Porter, Lundeen 217 Pine Street, #520 Seattle, WA 98101 Southcenter Corporate Square Bridge Roof Analysis Units US Standard Steel Code AISC 9th Edition ASD Allowable Stress Increase Factor 1.333 Include Shear Deformation Yes Include Warping Yes No. of Sections for Member Calcs 5 Do Redesign Yes P-Delta Analysis Tolerance 0.50 Vertical Axis Joint No 1 2 3 4 5 6 7 8 9 10 11 12 Joint No TS X K/in 1 Reaction 6 Material Label Section Label TS3.5 TS1.75 X Coordinate ft 0.000 6.750 13.500 20.250 27.000 30.500 0.000 6.750 13.500 20.250 27.000 30.500 Young's Modulus Ksi 29000.00 TS TS Joint Coordinates > Y Coordinate ft 0.000 0.000 0.000 0.000 0.000 0.000 6.500 6.500 6.500 6.500 6.500 6.500 < Boundary Conditions > Translation + + Y z K/in K/in Reaction Reaction Reaction Reaction Materials > Shear Poisson's Thermal Modulus Ratio Coef. Ksi °F 11154.00 0.3000 0.65000 c Sections > Database Material As As Shape Label Area yy zz in 3.09 1.2 1.2 1.19 1.2 1.2 z Coordinate ft 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 I yy in 5.29 1.78 Weight Density K/ft3 0.490 Job : 97-0025-07 Page: 14 Date: 3/11/97 Joint Temperature °F 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Rotation ex ey ez K ft/rad---K-ft/rad---K-ft/rad--- Yield Stress Ksi 46.00 I Torsion zz in in 5.29 1.00 0.45 1.00 or 19 RISA -3D (R) Version 2.00 Coughlin, Porter, Lundeen 217 Pine Street, #520 Seattle, WA 98101 Southcenter Corporate Square Bridge Roof Analysis Job : 97- 0025 -07 Page: 15 Date: 3/11/97 _--- ______< Members > = _______ Member Joints x Axis Section End Releases Offsets Inactive? No I J K Rotate Set I: MMM J: MMM I -End J -End 4 Length xyzxyz- xyzxyz - - -in in ft 1 1 2 TS3.5 6.75 2 2 3 TS3.5 6.75 3 .3 4 TS3.5 6.75 4. 4 5 TS3.5 6.75 5 5 6 TS3.5 3.50 6 7 8 TS3.5 6.75 7 8 9 TS3.5 6.75 8 9 10 TS3.5 6.75 9 10 11 TS3.5 6.75 10 11 12 TS3.5 3.50 11 1 7 TS1.75 6.50 12 2 8 TS1.75 6.50 13 3 9 TS1.75 6.50 14' 4 10 TS1.75 6.50 15 5 11 TS1.75 6.50 16 6 12 TS1.75 A11PIN A11PIN 6.50 < AISC Parameters > Memb Joints Lb Lb K K Cm Cm Sway No I J yy zz Lcomp yy zz yy zz Cb y z ft ft ft 1 1 1 2 2 2 3 3 3 4 4 4 5 5 5 6 6 7 8 7 8 9 8 9 10 9 10 11 10 11 12 11 1 7 12 2 8 13 3 9 14 4 10 15 5 11 16 6 12 Basic Load Case Data > BLC Basic Load Case Load Type Totals No. Description Nodal Point Dist. 1 5 6 of 18 Southcenter Corporate Square Bridge Roof Analysis • :‘,' • , .........a.vvianvosmeteevorvinhesvvosvo•vowvovom < Member Distributed Loads, BLC 1 > Member Joints Load Pattern Pattern Number I J Label Multiplier 6 7 8 UNIFORM 1.0000 7 8 9 UNIFORM 1.0000 8 9 10 UNIFORM 1.0000 9 10 11 UNIFORM 1.0000 ,-. 10 11 12 UNIFORM 1.0000 Job : 97-0025-07 Page: 16 Date: 3/11/97 < Load Patterns > , Pattern Magnitudes Locations Label Dir Start End Start End K/ft,F K/ft,F ft or .15 ft or %--- UNIFORM Y -0.050 -0.050 0.000 0.000 < Load Combinations > RWPE No. Description BLC Fac BLC Fac BLC Fac BLC Fac BLC Fac SSdv 1 1 1 , . Dynamics Input: Number of Modes 3 Load Combination Number 1 Acceleration of Gravity...! 32.20 ft/sec Convergence Tolerance 0.001 Converge Work Vectors No < Joint Displacements, LC 1 : > ., Joint + Translation + + Rotation + No. X Y Z X Rotate Y Rotate Z Rotate in in in rad rad rad 1 0.000 -0.000 0.000 0.00000 ' 0.00000 -0.01076 2 0.000 -0.898 0.000 0.00000 0.00000 -0.00917 3 0.001 -1.405 0.000 0.00000 0.00000 -0.00244 4 0.001 -1.273 0.000 0.00000 0.00000 0.00540 5 0.001 -0.534 0.000 0.00000 0.00000 0.01132 6 0.001 -0.000 0.000 0.00000 0.00000 0.01339 7 0.091 -0.001 0.000 0.00000 0.00000 -0.01108 8 0.091 -0.899 0.000 0.00000 0.00000 -0.00908 9 0.090 -1.405 0.000 0.00000 0.00000 -0.00246 10 0.090 -1.274 0.000 0.00000 0.00000 0.00539 11 0.089 -0.534 0.000 0.00000 0.00000 0.01139 12 0.089 -0.001 0.000 0.00000 0.00000 0.01338 7 or 1‘3 '' RISA -3D (R) Version 2.00 Coughlin, Porter, Lundeen • 217 Pine Street, #520 Seattle, WA 98101 Southcenter Corporate Square Bridge Roof Analysis Job : 97- 0025 -07 Page: 17 Date: 3/11/97 < Story Drift, LC 1 : > = __ 'Story + - -- X Direction - - -+ + - -- Y Direction - - -+ + - -- Z Direction - - -+ No. Joint Drift % of Ht Joint Drift % of Ht Joint Drift % of Ht in in in No Stories Defined... < Reactions, LC 1 : > Joint + Forces + .+ Moments + No. X Y Z Mx My Mz K K K K -ft K -ft K -ft 1 -0.00 0.76 0.00 0.00 0.00 0.00 6 0.00 0.76 0.00 0.00 0.00 0.00 Totals: -0.00 1.52 0.00 Center of Gravity Coords (X,Y,Z) (ft) : 15.250, 6.500, 0.000 < Member Section Forces, LC 1 : > Member Joints Shear Shear Moment Moment No. I - J Sec Axial y -y z -z Torque y -y z -z K K K K -ft K -ft K -ft - -- 1 1- 2 1 -0.25 0.31 0.00 0.00 0.00 0.81 2 -0.25 0.31 0.00 0.00 0.00 0.28 3 -0.25 0.31 0.00 0.00 0.00 -0.25 4 -0.25 0.31 0.00 0.00 0.00 - 0.78` 5 -0.25 0.31 0.00 0.00 0.00 -1.31 2 2- 3 1 -0.45 0.12 0.00 0.00 0.00 - 0.64 2 -0.45 0.12 0.00 0.00 0.00 -0.85 3 -0.45 0.12 0.00 0.00 0.00 -1.064 4 -0.45 0.12 0.00 0.00 0.00 - 1.27' 5 -0.45 0.12 0.00 0.00 0.00 - 1.48, 3 3 4 1 -0.49 -0.04 0.00 0.00 0.00 - 1.37' 2 -0.49 -0.04 0.00 0.00 0.00 - 1.30 3 -0.49 -0.04 0.00 0.00 0.00 -1.24q 4 -0.49 -0.04 0.00 0.00 0.00 - 1.17 5 -0.49 -0.04 0.00 0.00' 0.00 -1.11 4 4- 5 1 -0.32 -0.21 0.00 0.00 0.00 -1.65 2 - 0.32... -0.21 0.00 0.00 0.00 -1.29' 3 -0.32 -0.21 0.00 0.00 0.00 - 0.93 4 -0.32 -0.21 0.00 0.00 0.00 -0.57 5 -0.32 -0.21 0.00 0.00 0.00 -0.21 5 5- 6 1 0.00 -0.36 0.00 0.00 0.00 -1.26 2 0.00 -0.36 0.00 0.00 0.00 -0.94 3 0.00 -0.36 0.00 0.00 0.00 -0.63 4 0.00 -0.36 0.00 0.00 0.00 - 0.31' 5 0.00 -0.36 0.00 0.00 0.00 -0.00 6 7- 8 1 0.25 0.45 0.00 0.00 0.00 0.82 of 16 Bridge Roof Analysis RISA -3D (R) Version 2.00 Coughlin, Porter, Lundeen 217 Pine Street, #520 Seattle, WA 98101 Southcenter Corporate Square Member Joints 7 v)FOMebvAr�i...^+m..- tww�w. _ Job : 97- 0025 -07 Page: 18 Date: 3/11/97 _ < Member Section Forces, LC 1 . > _________ Shear Shear Moment Moment No. I - J Sec Axial y -y z -z Torque y -y z -z K K K K -ft K -ft K -ft - -- 2 0.25 0.36 0.00 0.00 0.00 0.13 3 0.25 0.28 0.00 0.00 0.00 -0.41 4 0.25 0.20 0.00 0.00 0.00 -0.81 5 0.25 0.11 0.00 0.00 0.00 -1.07 9 1 0.45 0.30 0.00 0.00 0.00 -0.41 2 0.45 0.22 0.00 0.00 0.00 -0.84 3 0.45 0.13 0.00 0.00 0.00 -1.14 4 0.45 0.05 0.00 0.00 0.00 -1.29 5 0.45 -0.04 0.00 0.00 0.00 -1.30 8 9- 10 1 0.49 0.13 0.00 0.00 0.00 -1.19 2 0.49 0.04 0.00 0.00 0.00 -1.34 3 0.49 -0.04 0.00 0.00 0.00 -1.33 4 0.49 -0.13 0.00 0.00 0.00 -1.19 5 0.49 -0.21 0.00 0.00 0.00 -0.91 9 10- 11 1 0.32 -0.04 0.00 0.00 0.00 -1.45 2 0.32 -0.12 0.00 0.00 0.00 -1.32 3 0.32 -0.21 0.00 0.00 0.00 -1.04 4 0.32 -0.29 0.00 0.00 0.00 -0.62 5 0.32 -0.37 0.00 0.00 0.00 -0.06 10 11- 12 1 0.00 • -0.23 0.00 0.00 0.00 -1.11 2 0.00 -0.27 0.00 0.00 0.00 -0.89 3 0.00 -0.32 0.00 0.00 0.00 -0.63 4 0.00 -0.36 0.00 0.00 0.00 -0.33 5 0.00 -0.40 0.00 0.00 0.00 -0.00 11 1- 7 1 0.45 -0.25 0.00 0.00 0.00 -0.81 2 0.45 -0.25 0.00 0.00 0.00 -0.40 3 0.45 -0.25 0.00 0.00' 0.00 0.00 4 0.45 -0.25 0.00 0.00 0.00 0.41 5 0.45 -0.25 0.00 0.00 0.00 0.82 12 2 8 1 0.19• -0.20 0.00 0.00 2 0.19 -0.20 0.00 0.00 3 0.19 -0.20 0.00 0.00 4 0.19 -0.20 0.00 0.00 5 0.19 -0.20 0.00 0.00 13 3 9 1 0.16 -0.03 0.00 0.00 2 0.16 -0.03 0.00 0.00 3 0.16 -0.03 0.00 0.00 4 0.16 -0.03 0.00 0.00 5 0.16 -0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 - 0.67 - 0.33 - 0.00 0.33 0.66 -0.11 -0.05 0.00 0.05 0.11 of '9 ( Member Shear Shear + Bending + No. Sec Axial y -y z -z y -top y -bot z -top z -bot Ksi Ksi ' Ksi Ksi Ksi Ksi Ksi-- - 1 1 -0.08 0.12 0.00 - No Calc - 2 -0.08 0.12 0.00 3 -0.08 0.12 0.00 4 -0.08 0.12 0.00 5 -0.08 0.12 0.00 2 1 -0.15 0.05 0.00 2 -0.15 0.05 0.00 3 -0.15 0.05 0.00 4 -0.15 0.05 0.00 5 -0.15 0.05... 0.00 3 1 -0.16 -0.01 0.00 2 -0.16 -0.01 0.00 3 -0.16 -0.01 0.00 4 -0.16 -0.01 0.00 5 -0.16 -0.01 0.00 4 1 -0.10 -0.08 0.00 2 -0.10 -0.08 0.00 3 -0.10 -0.08 0.00 4 -0.10 -0.08 0.00 0.00 0.00 0.00 0.00 0.00 2.00 < Member Stresses, LC 1 : > - No Calc- - No Calc- - No Calc- 0.00 0.00 0.00 0.00 0.00 w Job : 97- 0025 -07 Page: 19 Date: 3/11/97 0.00 0.00 0.00 0.00 0.00 0.55 0.27 0.00 - 0.27 - 0.55 10 OF 19 RISA -3D (R) Version 2.00 Coughlin, Porter, Lundeen 217 Pine Street, #520 Seattle, WA 98101 Southcenter Corporate Square Bridge Roof Analysis = < Member Stresses, LC 1 : > •Member Shear Shear + Bending No. Sec Axial y -y z -z y -top y -bot z -top Ksi Ksi Ksi Ksi Ksi Ksi 5 -0.10 -0.08 0.00 5 1 0.00 -0.14 0.00 2 0.00 -0.14 0.00 3 0.00 -0.14 0.00 4 0.00 -0.14 0.00 5 0.00 -0.14 0.00 6.1 0.08 0.17 0.00 2 0.08 0.14 0.00 3 0.08 0.11 0.00 4 0.08 0.08 0.00 5 0.08 0.04 0.00 7 1 0.15 0.12 0.00 2 0.15 0.08 0.00 3 0.15 0.05 0.00 4 0.15 0.02 0.00 5 0.15 -0.01 0.00 8 1 0.16 0.05 0.00 2 0.16 0.02 0.00 3 0.16 -0.02 0.00 4 0.16 -0.05 ' 0.00 5 0.16 -0.08 0.00 9 1 0.10 -0.01 0.00 2 0.10 -0.05 0.00 3 0.10 -0.08 0.00 4 0.10 -0.11 0.00 5 0.10 -0.15 0.00 10 1 0.00 -0.09 0.00 2 0.00 -0.11 0.00 3 0.00 - 0.12 0.00 4 0.00 • -0.14 0.00 5 0.00 -0.16 0.00 11 1 0.38 -0.25 0.00 2 0.38 -0.25 0.00 3 0.38 -0.25 0.00 4 0.38 -0.25 0.00 5 0.38 -0.25 0.00 12 1 0.16 -0.21 2 0.16 -0.21 0.00 - No Calc- - No Calc- - No Calc- - No Calc- - No Calc- - No Calc- - No Calc- 0.00 - No Calc- Job : 97- 0025 -07 Page: 20 Date: 3/11/97 + z -bot Ksi - -- \1 OF IS .:1TkK3�3.n�'N.ua:.+.w,. .,.,...,...ow.,.,.w :., aRr... :.w..,..w..,„ :.ewa . RISA -3D (R) Version 2.00 Coughlin, Porter, Lundeen 217 Pine Street, #520 Seattle, WA 98101 Southcenter Corporate Square Bridge Roof Analysis Member No. Sec Axial Ksi 3 0.16 4 0.16 5 0.16 13 1 2 3 4 5 14 1 2 3 4 5 15 1 2 3 4 5 16 1 2 3 4 5 Member + No. Sec 1 1 2 3 4 5 2 1 2 3 4 5 0.14 0.14 0.14 0.14 0.14 0.15 0.15 0.15 0.15 0.15 0.12 0.12 0.12 0.12 0.12 0.34 0.34 0.34 0.34 0.34 x in 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0%000 0.001 0.001 Shear y Ksi -0.21 -0.21 - 0.21 Member Stresses, LC - 0.03 - 0.03 -0.03 - 0.03 -0.03 0.17 0.17 0.17 0.17 0.17 0.32 0.32 0.32 0.32 0.32 0.00 0.00 ' 0.00 0.00 0.00 - 0.898 - 1.073 -1.220 -1.332 -1.405 Shear + z -z Ksi 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000 0.000 0.000 0.000 0.000 y -top Ksi 1 > - No Calc- - No Calc- - No Calc- - No Calc- < Member Deflections, LC 1 : > Translation ++ y z i in 0.000 0.000 - 0.228 0.000 -0:465 0.000 - 0.694 0.000 -0.898 0.000 Job : 97- 0025 -07 Page: 21 Date: 3/11/97 Bending y -bot z -top Ksi Ksi Rotation x Rotate 'y Rotate rad rad 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 IZ OF z -bot Ksi - -- z Rotate rad---- 6 - 0.01162 - 0.01164 - 0.01082 - 0.00917 - 0.00917 - 0.00798 - 0.00646 - 0.00462 - 0.00244 3 1 0.001 -1.405 0.000 0.00000 0.00000 - 0.00244 1� RISA -3D (R) Version 2.00 Coughlin, Porter, Lundeen 217 Pine Street, #520 Seattle, WA 98101 Southcenter Corporate Square Bridge Roof Analysis Member + No. Sec 2 3 4 5 4 1 2 3 4 5 5 1 2 3 4 5 6 1 2 3 4 5 7 1 2 3 4 5 8 1 2 3 4 5 9 1 2 3 4 5 10 1 2 3 4 5 Translation x y in in 0.001 -1.432 0.001 -1.419 0.001 -1.365 0.001 -1.273 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.091 0.091 0.091 0.091 0.091 0.091 0.090 0.090 0.090 0.090 0.090 0.090 0.090 0.090 0.090 0.090 0.090 0.090 0.090 0.089 0.089 0.089 0.089 0.089 0.089 mi eY9��w+ mawa.. �... w.....,....... �. ................na....�.ra.rwww < Member Deflections, LC 1 : > - 1.273 -1.139 - 0.964 -0.758 -0.534 -0.534 - 0.410 -0.278 -0.140 0.000 - 0.001 - 0.235 -0.473 - 0.699. - 0.899 - 0.89 - 1.074 - 1.222 -1.334 -1.405 - 1.405 - 1.435 -1.422 - 1.367 -1.274 - 1.274 - 1.142 -0.968 - 0.761 - 0.534 -0.534 - 0.410 -0.278 -0.141 -0.001 ++ Rotation z x Rotate y Rotate in rad rad 0.000 0.00000 0.00000 0.000 0.00000 0.00000 0.000 0.00000 0.00000 0.000 0.00000 0.00000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Job : 97- 0025 -07 Page: 22 Date: 3/11/97 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 z Rotate rad - - -- - 0.00033 0.00169 0.00360 0.00540 0.00540 0.00774 0.00950 0.01070 0.01132 0.01132 0.01223 0.01287 0.01326 0.01339 - 0.01108 - 0.01181 - 0.01157 - 0.01059 - 0.00908 - 0.00908 - 0.00807 - 0.00648 ' - 0.00454 - 0.00246 - 0.00246 - 0.00044 0.00169 0.00371 0.00539 V3 of IS 0.00539 0.00760 0.00949 0.01083 0.01139 0.01139 0.01221 0.01284 0.01324 0.01338 RISA -3D (R) Version 2.00 Coughlin, Porter, Lundeen 217 Pine Street, #520 Seattle, WA 98101 Southcenter Corporate Square < Member Deflections,'LC 1 : > Member + Translation ++ No. Sec x y z x Rotate in in in rad 11 1 0.000 0.000 0.000 0.00000 2 -0.000 -0.091 0.000 0.00000 3 -0.001 -0.042 0.000 0.00000 4 -0.001 0.005 0.000 0.00000 5 -0.001 -0.091 0.000 4.00000 12 1 -0.898 -0.000 0.000 0.00000 2 -0.899 -0.082 0.000 0.00000 3 -0.899 -0.046 0.000 0.00000 4 -0.899 -0.011 0.000 0.00000 5 -0.899 -0.091 0.000 0.00000 13 1 -1.405 -0.001 0.000 2 -1.405 -0.032 0.000 3 -1.405 -0.045 0.000 4 -1.405 -0.058 0.000 5 -1.405 -0.090 0.000 14 1 -1.273 2 -1.274 3 -1.274 4 -1.274 5 -1.274 15 1 -0.534 2 -0.534 3 -0.534 4 -0.534 5 -0.534 16 1 0.000 2 -0.000 3 -0.000 4 -0.001 5 -0.001 - 0.001 0.025 - 0.045 -0.115 - 0.090 - 0.001 0.067 - 0.046 - 0.159 - 0.089 - 0.001 -0.023 -0.045 - 0.067 - 0.089 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.. 00000 0.00000 0.00000 0.00000 0.00000 0.00000 Job : 97- 0025 -07 Page: 23 Date: 3/11/97 Rotation y Rotate rad 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 z Rotate rad - - -- - 0.01076 0.00011 0.00368 - 0.00005 - 0.01108 - 0.00917 - 0.00021 0.00280 - 0.00016 - 0.00908 - 0.00244 - 0.00098 - 0.00050 - 0.00099 - 0.00246 0.00540 - 0.00193 - 0.00438 - 0.00194 0.00539 0.01132 - 0.00267 - 0.00733 - 0.00264 0.01139 - 0.00113 0.00250 0.00612 0.00975 0.01338 < Member Section Torsion, LC 1 : > Member Joints Torsion Warp Shear No. I - J Sec Torque Shear y -y z -z K -ft Ksi Ksi ' Ksi 1 1- 2 1 0.00 0.00 - No Warping - 2 0.00 0.00 3 0.00 0.00 4 0.00 0.00 = __ Warp Bending z -top z -bot Ksi Ksi - -- or \'a RISA -3D (R) Version 2.00 Coughlin, Porter, Lundeen 217 Pine Street, #520 Seattle, WA 98101 Southcenter Corporate Square Bridge Roof Analysis Member Joints No. I - J Sec Torque K -ft 5 0.00 5 2- 3 1 2 3 4 5 3- 4 1 2 3 4 5 4- 5 1 2 3 4 5 6 1 2 3 4 5 6 7- 8 1 2 3 4 5 7 8- 9 1 2 3 4 5 8 9- 10 1 2 3 4 5 9 10- 11 1 2 < Member Section Torsion, LC 1 : > Torsion Warp Shear Shear y y z -z Ksi Ksi Ksi 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 r•■•. 'r..-µ. - n-- -- - No Warping - - No Warping - - No Warping - - No Warping - - No Warping - - No Warping - - No Warping - 0.00 0.00 - No Warping - 0.00 0.00 Job : 97- 0025 -07 Page: 24 Date: 3/11/97 == === = = = = = = == Warp Bending z -top z -bot Ksi K 15 or 19 4 0.00 0.00 5 0.00 0.00 15 5- 11 1 0.00 0.00 - No Warping - 2 0:00 0.00 3 0.00 0.00 4 0.00 0.00 5 0.00 0.00 16 6 12 1 0.00 0.00 - No Warping - 2 0.00 0.00 3 0.00 0.00 4 0.00 0.00 5 0.00 0.00 Job : 97- 0025 -07 Page: 25 Date: 3/11/97 le or 18 .. ' RISA-3D (R) Version 2.00 Coughlin, Porter, Lundeen 217 Pine Street, #520 Seattle, WA 98101 Southcenter Corporate Square Bridge Roof Analysis . < Member AISC Unity Checks, LC 1 . > Unity Shear Fb Fb Chk Loc Chk Loc Fa yy zz Ksi Ksi Ksi 1 1 2 - Unity check not calculated - 2 2 3 - Unity check not calculated - 3 '3 4 - Unity check not calculated - 4 4 5 - Unity check not calculated - .5 5 6 - Unity check not calculated - 6 7 8 Unity check not calculated - 7 8 9 - Unity check not calculated - 8 9 10 - Unity check not calculated - 9 10 11 - Unity check not calculated - 10 11 12 - Unity check not calculated - 11 1 7 - Unity check not calculated - 12 2 8 - Unity check not calculated - 13 3 9 - Unity check not calculated - 14 4 10 - Unity check not calculated - 15 5 11 - Unity check not calculated - 16 6 12 - Unity check not calculated - = = 'Member Joints No. I - J Section Set Section Set Redesign not performed.... TS3.5 TS1.75 1st Choice Database Shape < Redesign Shapes, LC 1 : > Suggested Alternate Shapes 2nd Choice 3rd Choice Material Takeoff, Total Length ft 61.00 39.00 LC 1 : > Total Weight K 0.64 0.16 Job : 97-0025-07 Page: 26 Date: 3/11/97 Cm Cb yy = = ======= Cm zz 4th Choice V7 of Project: Project No. Ot,T4C.E J1 klIR Client N (313 Zr su wkre COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION UNGeg Pi.,,JI of ExI F001101.2- ( 71 , . t ► I I C SPA c t`r.( — 1 v = r (V 9 _ 5 ) le Z _ GIECK r Tio TO S PA►a .2 e " (, is) MW 01 - .r„ bd Z 4 ay ( Soot Iq o + l0 5 + 53 4 .3 i / 000 u R oc► 1 b, F R. ou 3 (") = ) o PLF 4 M, ' 63.q k . "7/z ts = 53 PLF Sao Plr t 0 K Lf t9.f 217 PINE STREET. SUITE 520•SEATTLE. WA 98101 • •206/343.0460 • F1206/043.5691 JUN 03:'9703 :34PM UMICO ROPERTIES • DEPARTMENT OF LABOR AND INOSTRIES ost -it• Fax Note 7671 Date ` ' 3 • fl � ?4 To !r-ozy From CoiDept , , r/ 7tp.q.4q co. Iiw/M�gKJ� Phone k Phonel 4s8 v7L Fax �i 'T', 5i / y° Fax N �.� yr' i • PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF : NBBJ 111 South Jackson Street Seattle. Washington 98104 (2061 223 -5555 Fax 12061 621 -2300 +uthcent CorporaL pare PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON G OWNER : ISSUED FOR PERMIT BLDG. 3 ONLY Lowe Enterprises Northwest, Inc. 600 University Street, Suite 2820 Seattle, Washington 98101 ARCHITECT : NBBJ STRUCTURAL : COUGHLIN PORTER LUNDEEN ELECTRICAL : SPARLING DRAWINGS INDEX A -1.0 COVER SHEET SURVEY / VICINITY MAP A -1.1 ABBREVIATIONS 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 a te. S1 - GENERAL STRUCTURAL NOTES S2 BRIDGE /PAVILION FRAMIMG PLANS & DETAILS ES ELECTRICAL SITE PLAN Sheet Die COVER SHEET Scde APPreeed Br' lob rub. 24646.00 N l:SM Drew JC Checked Dee 3/31/97 ?? a'a- - o t FILE COPY 1 understand that the Plan Check *WI, al are subject to Orr Ofs and °RI i scions a nd approval of plans does not authorize the v■olahen of any 9 d Or prU nonce c Con - actor accor s copy of apayyetl plans s acknowledged. BY Penult NO ....1229 ( 1 0 SEPARATE PERMIT REQUIRED FOR: 11 MECHANICAL. Di C PLUMBING GAS PIPING Cur' or' TU!CNILA BUILD /NC CIVIS10N Sleet Nn6er crn oF APR 0 3 1997 PERMIT CENTER A -1.0 RECEIVD cm oR Tu APR 0 3 1997 PERMIT CENTER CURVE RADIUS DELTA LENGTH BEARING CHORD Cl C2 50.00' 15.00' 9006'49' 5445'56' 7864' 14.34 S4650'53'W N60 42'44 "W 70 78' 13.80' C3 C4 50.00' 15.00' 28931'52' ' 5445'56" 25266' 14.34' SOi3418 W N6431°20'E 57.89' 13.8D' 05 C6 50.00' 50.00' 895311' 90'06'49' 7844' 78.64' 54359'07"E S4650'53 ° W 70.64' 70.78' C7 C8 15.00' 50.00' 5445'56' 289:31'52' 14.34' 252.68' 06042'44 "W S01•418'W 1380' 57.69' C9 C10 15.00' 50.00' 5445'56' 895311' 14.34' 7844' 66431'20 543'09'07"E 13.80' 70.64' C11 30.00' 9017'29" 47.28' S4636131W 4253' BUILDING 1 2 STORY F.F. =22.50 10,708 S.F. BUILDING 12 2 STORY F.F. =24.00 10,845S.F. BUILDING 2 2 STORY F.F. =2250 10,921 S.F. BUILDING 3 2 STORY F.F. =23.50 10709 S.F. BUILDING 10 2 STORY F.F =24.00 10,807 S.F. • o:; o 0 BUILDING 4 0 ii Ar 2 STORY F.F. =23.50 �j o 10,803 S.F. �T, 1 If 1 I I L A I L' ..; SO147'29'W 523.90 451.30' SO147291W ANDOVER PARK WEST BUILDING 8 2 STORY F.F. =24.00 .10,865 S.F. COVERED ATRIUM BUILDING 7 2 STORY F.F. =24.00 10,833 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. rAol S0147'29'W BUILDGING 5 2 STORY F.F. =24.00 10,791 S.F. 1322.34' 377.00_ 276.44' PLANT OF BEONMNG FOAL] 4,0 PLUG AND TACK 7.04' VEST OF TRUE CORNER FOND 1/2' RCCW ROD PATH YELLOW RUSTIC CAP . 156: a6Y EAST OF TRUE CORNER ELECTRIC CONDUIT\SIDEWALK Q REC. NO. 7610290608 -, REC. NO. 7703070907 10' w 7 71 1 FOND 1' IRON FRE INTH YELLOW PLASTIC CA, 0.09' NORTH OF TRUE CORNER CALCULATED EAST 1/4 CORNER OF SECnO! 26. 1DPAmnN 2T NORM R ANGE 4 EAST, W.N. FOUND 1/2' NO! Rao PATH 'CHAIMLNK FENCE UNE YELLOW PLASTIC CAP 'SBA' 0.11 EAST or TRUE CORNER LEGAL DESCRIPTION THAT PORTION OF THE EAST 1/2 OF SHE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., DESCRIBED AS FOLLOWS .BEGINNING AT THE NORTHEAST CORNER OF SAID EAST 1/2 WHICH IS NORTH 88 DEGREES 05 MINUTES 42 SECONDS WEST ALONG ME NORTH UNE OF SAID SOUTHEAST 1/4, A DISTANCE OF 1,339.34 FEET FROM ME NORTHEAST CORNER OF SAID SOUTHEAST 1/4; THENCE SOUTH 01 DEGREES 47 MINUTES 29 SECONDS WEST ALONG ME EAST UNE OF SAID EAST 1/2, A DISTANCE OF 1,32234 FEET 7O THE SOUTHEAST CORNER THEREOF; THENCE NORTH 87 DEGREES 55 MINUTES 02 SECONDS NEST ALONG THE SOUTH UNE OF SAID EAST 1/2, A DISTANCE OF 659.35 FEET 10 THE NEST UNE OF THE EAST 659.34 FEET OF SAID EAST 1/2; THENCE NORM 01 DEGREES 47 MINUTES 29 SECONDS EAST ALONG SAID WEST LINE 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 NORM LINE A DISTANCE OF 659.34 FEET TO THE POINT OF BEGINNING,` EXCEPT THE EAST 30 FELT" THEREOF FOR ROAD; AND EXCEPT THE SOUTH 30 FEET THEREOF AS DEEDED TO THE CITY OF TUKWILA UNDER RECORDING NO 9408290327; AND EXCEPT RAILROAD TRACKAGE AS RESERVED BY UNION PACIFIC RAILROAD COMPANY AS DISCLOSED BY NEED RECORDED UNDER RECORDING NO. 7607070502; CERTIFICATION To Transnatlon Tide Insurance Company, Lowe Northwest Investor Properties I, L.C.C. WashNgton Limited Liability Company N014 729 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 MARGIN OF ANDOVER PARK WEST; 7HEIATAi 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 Or 7HE NORTHERLY UNE OF SAID SOUTHEAST 1/4; THENCE ALONG SAID PARALLEL UNE NORTH 88 DEGREES 05 MINUTES 42 SECONDS NEST 326.76 FEET; THENCE LEAVING LAST SAID PARALLEL LINE TANGENT TO ME PRECEDING COURSE ALONG THE ARC OF A CURVE TO ME RIGHT HAVING A RADIUS OF 1500 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 ME ARC OF A CURVE 7D THE LEFT, HAV6ti0 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 mann, 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 546.40 FEET SOUTHERLY OF THE NORTHERLY UNE Cr 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 TO THE PRECEDING COURSE ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 5000 FEET AND A CENTRAL ANGLE OF 89 DEGREES 53 MINUTES 71 SECONDS AN ARC LENGTH OF 7844 FEET TO A POINT ON THE WESTERLY MARGIN CIF ANDOVER PARK WEST; THENCE ALONG SAID WESTERLY MARGIN NORTH 01 DEGREES 47 MINUTES 29 SECONDS EAST 14500 FEET TO THE POINT OF BEGININ2 This is to certify that this map and the surrey an Which It Is based Were made(1) in accordance WC Minimum Stamford Detail Requirements for ALTA /AGSM Land Ti8e Surveys; jointly established and adopted by ALTA and AGSM N 1992, and includes Items 1 -11 of Table A thereof, and (U) pursuant to the Accuracy Standards (as adapted by ALTA and AGSM and H effect on the date of this GertlRaatlan) of an Urban Sams Dote 50- R e g l e t ro t l a n Nae... laloi - FOUND 1/2' RON ROD PATH TELIAW PLASTIC CAP 'SIN . 0.1r EAST OF PROPS TY UNE • G 1290.30' AND EXCEPT THAT PORTION MORE PARTICULARLY DESCRIBED AS FOLLOWS BEGINNING AT A POINT ON THE WESTERLY MARGIN OF ANDOVER PARK WEST WHICH POINT BEARS NORM 88 DEGREES 05 MINUTES 42 SECONDS WEST 1,369.34 FEET ALONG THE NORTHERLY LINE OF SAID SOUTHEAST 1/4, AND SOUTH 01 DEGREES 47 MINUTES 29 SECONDS WEST 973.30 FEET ALONG SAID WESTERLY MARGIN OF ANDOVER PARK NEST 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 0000 FEET AND A CENTRAL ANGLE OF 90 DEGREES 06 MINUTES 49 SECONDS AN ARC LENGTH OF 7864 FEET TO A POINT ON A UNE THAT IS PARALLEL TO AND 1,023.40 FEET SOUTHERLY OF THE NORTHERLY LINE OF SAID SOUTHEAST 1/4; THENCE ALONG SAID PARALLEL UNE NORTH 88 DEGREES 05 MINUTES 42 SECONDS WEST 32876 FEET; THENCE LEAVING LAST SAID PARALLEL LINE TANGENT TO THE PRECEDING COURSE ALONG THE ARC OF A CURVE 10 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 10 ME PRECEDING CURVE ALONG ME ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 289 DECREES 31 MINUTES 52 SECONDS, AN ARC DISTANCE OF 25266 FEET TO A POINT OF REVERSE CURVATURE; THENCE TANGENT TO ME PRECEDING CURVE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 1500 FEET MID A CENTRAL ANGLE OF 54 DEGREES 45 MINUTES 58 SECONDS AN ARC LENGTH CE 14.34 FEET TO A LINE THAT IS PARALLEL. TO AND 1.06840 FEET SOUTHERLY OF ME NORTHERLY UNE OF SAID SOUTHEAST 1/4; HENCE ALONG SAID PARALLEL UNE SOUTH 88 DEGREES 05 MINUTES 42 SECONDS EAST 327.05 FEET; THENCE LEAVING SA10 PARALLEL UNE 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 89 DEGREES 53 MINUTES 11 SECONDS AN ARC LENGTH OF 7844 FEET TO A POINT ON ME WESTERLY MARGIN OF ANDOVER PARK WtSC THENCE ALONG SAID WESTERLY MARGIN NORTH 01 DEGREES 47 MINUTES 29 SECONDS EAST 145.00 FEET TO THE POINT OF BEGNMN1 SITUATED IN ME OTT OF TUKWILA. ILA. COUNTY OF KING, STATE OF WASHINGTON. CURVE DATA © EASEMENT AND ME TERMS AND CONDITIONS THEREOF: © EASEMENT AND ME TERMS AND CONDITIONS THERM: PURPOSE AREA AFFECTED: RECORDING NO.: EASEMENT AND ME TERMS AND CONDITIONS THEREOF.' PURPOSE: AREA AFFECTED: RECORDING NO.: RAILROAD TRACKAGE AND APPURTENANCES 760 0 COVERS S TING TRACKS UNDERGROUND ELECTRIC UTIUTY SYSTEM NORTH 12 -13 FEET 7610290608 ® EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE AREA AFFECTED: RECORDING NO.: AREA AFFECTED: RAILROAD AS THEREIN 7703070907 RESERVATIONS AND EXCEPTIONS (TRAMWAY.: RILE eisuraIICE COMPANY FRELiWARY RILE REPORT. ORDER NO 865.27, DATED OCTOBER 30. use) PURPOSE: RAILROAD LEAD UNES AND SPURS ROAD AND UNDERGROUND STORM AND SANITARY SEWERS AREA. AREA AFFECTED: SOUTH 30 FEET RECORDING NO.: 5973722 69.00' 145.00' l EASEMENT AND ME.TERRIS AND CONDITIONS THEREOF: PURPOSE UNDERGROUND ELECTRIC TRANSMISSION AND /a4 DISTRIBUTION 5YSTcv 7 FEET IN WIDTH AS PRESENTLY STAKED OR AS MAY BE CONSTRUCTED, EXTENDED OR RELOCATED IN THE FUTURE RECORDING N0: 7801130816 COVERS ENTIRE PARCEL - a GNATS 30.00' O O F SQ REC. NO. 5973722 30.00' SOI'47'29'W 30.00' SCALE 50 0 25 50 1CX) 200 ( FEET) 7In SU ft. REFERENCES EQUIPMENT ADDRESSES BUILDING 11 BUILDING p BUILDING 13 BUILDING 14 BUILDING 15 BUILDING 16 BUILDING 17 BUILDING #5 BUILDING 19 BUILDING 110 BUILDING 111 BUILDING 112 GENERAL NOTES 3. PARKING SPACE COUNT STANDARD COMPACT 784 463 4 VERTICAL DATUM: 6010 1929 0 PARCEL. CONTAINS 17.45 ACRES ° aW LEGEND ID, FIRE HYDRANT Nit- AUTO FIRE 9VNECTION CG WATER VALVE 93 WATER METER a POST INDICATOR o- WATER BLOWUFF - -W-- WATER PAR? MARK UTILITY POt£ W/UGHT GUY ANCHOR unun POLE 8 POUFS METER LO POWER VAULT g POWER TRANSFORMER CO TELEPHONE VAULT U TELEPHONE RISER p'T TELEPHONE MANHOLE - T - TELEPHONE PANT MARK 13 GAS METER f GAS VENT -r- GAS PAINT MARK O 0 CATCH BASIN STORM MANHOLE STORM UNE SEwF 2 JUNCTION BOX FOUND EIRASS CAP MOO. N FOUND MONUMENT AS NOTED LOCATION OF PRE REPORT EXCEPTION EVENGPOEN TREE DECIDUOUS TREE ® CONCRETE WALK VICINITY MAP NTS 1. REFERENCE SURVEY PLATS; VOL 128/27 -28, VOL 104 /8 -10, VOL 31/73 -74, VOL 83/22 -23 REFERENCE SURVEYS; 54 /212, 43/115, 128/26. 2 SHORT PLAT NO. 1U SP 91 -9 S5 RECORDED UNDER RECORDING NO. 9208261819, RECORDS OF KING COUNTY, WASHINGTON. FIELD MEASUREMENTS FOR THIS SURVEY WERE PERFORMED WM A WILD TOTAL STATION INSTRUMENT. ALL PRIMARY MEASUREMENT EQUIPMENT UTILIZED HAS BEEN COMPARED TO AND ADJUSTED AGAINST A NATIONAL GEODETIC BASOJNE WITHIN THE LAST ONE YEAR. 545 ANDOVER PARK NEST TUKWILA. WASHINGTON 98188 565 ANDOVER PARK NEST TUKYALA, WASHINGTON 98188 575 ANDOVER PARK NEST TUKWILA, WASHINGTON 98188 555 ANDOVER PARK NEST IUKMLA, WASHINGTON 98188 625 ANDOVER PARK NEST TUKINLA, WASHINGTON 98188 645 ANDOVER PARK NEST TUKMNLA, WASHINGTON 98188 655 ANDOVER PARK NEST TUKWILA, WASHINGTON 98188 635 ANDOVER PARK. NEST TUKWILA, WASHINGTON 98188 685 ANDOVER PARK WEST TUKINLA, WASHINGTON 98188 360 CORPORATE DRIVE NORTH TUKWILA, WASHINGTON 98188 375 CORPORATE DRIVE SOUTH TUKWILA, WASHINGTON 98188 370 CORPORATE DRIVE NORTH TUKWILA, WASHINGTON 98188 1. SUB.ECT PARCEL IS ZONE X - OUTSIDE 500 YEAR FLOOD PLAIN PER FIRM MAP 5303: 2 BULGING SETBACKS PER OTY OF TUKVALA: FRONT - 15, SECOND FRONT - 15 SIDE - 10; REAR - 10' HANDICAP 21 r, 1, pF V F ll JUN 31997 8 G DIVISION ECEINED C77V fl OF TUKWILA APR 0 3 1997 PERMIT CENTER U CC W W LO ,^ J vl l � l � 0- LU Z O J L1.G 0 W (2 V • U) L Q 3 g Pe'' I � g g o A A 5 a III ## 1 � ! - . 3 11 � h aA11114411410 �F $ f s l i n �� $ i r k j $ #1 $ l iox0lPle tg$Eez £ alssa lgsls > >g> >e $Q$ ilss7.0sll 3■. -elic tItssslis llsl $s ! )-e I 1 i W i l l 111 A ___ 1 ijI!1 t ; ' d i 1 1� li # t ; ll ifii i iil ifill1131 111 ;11111111f liiii iliiii i i liii pp pG ee uu FF �p f.1 V S} co 3m7 cf ig.�� �i �F WW W��S�� `di' U � e '-f CC�I �> � xs olimiEt �Wallillgis i a�its lliialgax$ laliklia Ellassts.@t$�idEllilli ElEa$31.- -$es el OM $eM$lig 144 I ; I 1 1 1 I IIIIJ 1 1 it II11HHI ;111 1111 ;8 iiiii l3i$ 19 ssimillll sE 000lxssggs ii ilie ttEi E ElE cis €i ee.3 i 2W e 'WWII g il111131111111 # !!!1! I 31l 'a If 00 =E a ....a..=ss; lslllal ig ...a. it - o lE aeebszcat _J;I33M3595!iagAn5tga 2Ei IN U) z O 3. it 1 III I 11111111111111 I GC � � � 1,111111111 . !hhi ' u III fbiI 3 ill; a I 1 4ss s 3 s < l IMEI mmsss EHAAsmliaialm c)L, 383Isgs 1g3gEx s tasd3gINiil i$lsg I VI IV 111111111; MUM OMNI I I MHUNUM •u•uuuuu IA I 1 I I i 1 1 41 ill ;I II1i I I IA ! 141 Jo 1,1 .ia! LL$e$$eE $il$e$te $i :IR ER :!!!!;1 O 40 I @ 0 4 1)' 4D HI IN e 4D J gill lililhhll8 h Eng§litElat ceaexgs$Ehs agi I; I x (NG ,g 4AE Illinhdn a Mill _ 1 111111 iditthilll I I i an 1 I la ,c3 ; If a li i PARi I I i if I i lillif h hIIIIil I 1 I i I I cc I LL ocNif C LU Cd) C®) I I 0 4 W El ' LU CC cn 4s L E.. LJ • 4 1:C cp r W CD CL O • act I L:1 ' 1:4 ' El] it ..J < :z u_ W o ° , a o Ci) ENTRY PAVILION - SEE SHT. A -5 REMOVE CGSING UENT :1XR.RE EAST, ORB CLABB TO BE BEHOVED 111 South Jackson Street Seattle, Washington 98104 (206) 223 -5555 Fax .1206) 621 -2300 KONG. 21 TYP, STPoP 2'-4' WIDE 1M6' w� cc J NBBJ 7 RE110VE EXIST CCNG PA I AS RECD. (SHOWN DASHED) 1R _E]DST. DNGS ENCH ORNN EONS CONC. SEAT low. 1C 21 KNG O 11 ,08'55 L MI„6Z,Lb, lOS OWE PLAN 50' CDRB CUT & WHr?tGHNR - OMIT 1 - 1 12AOPE RY LAYOUT /PAVING BLDG.12 = 1 ' -o' EXIST. TRASH ENCL. TO REMAIN -PAINT Kau/ ENCL. 0 25' 50' ENTRY PANUON - SEE 91T4-5_ LOBBY ENTRY PANUON - SEE SHT., A -5 OVE; DST., .i OU T DISABLID PKG. Sll;i PLANTINGS i PT, SYMBOL FGR NEW CCE55. STALL =►: T. 5-0' W CMS. PATH NEW CURB CUT & WHEELCHAIR RAMP 1:12 SLOPE 100' 200' CONC. �P I AS REW. I (SHOWN DASHED OI DRAIN KONG SEA21 All lk 1 3.7 wr 2 LJ W. $RIP EXIST. CURB i RY LAYOUT /PAVING BLDG.10 1 /16' = 1' -0' N �iAP lR4 NEWTO E MaMTEB DISABLED PKG 51.(,N 1 NEW CIMH NEW CURB CU7 & NHEELCHAM RAMP 12 SLOPE PT S-0".141. ACCESSIBLE PA1H NEW TRASH ENCLOSURE ° OM DEMO & REMOVE EXIST. TRASH ENCLOSURE 0 M „6Z,Lb.LOS ANDOVER PARK WEST PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTO1 • T IT - CONE P 1;.. AS REGO (SHOWN DASHED EVCH DRAIN GONG sat KONG 21 FDOVE �- COST TREE KONG 1I NEW PLANTINGS Ic s RY LAYOUT /PAVING BLDG .4 o r = p -p• I_.,_ fyi,x1 ',_ 4 li/l0NOIN G6 A EX ST. ENTRY LAYOUT /PAVING BLDG.3 1/1s = 1' -0 ENTRY PAWKY( - SEE SHT. A -5 TOTAL PARKING STALLS TOTAL HANDICAPPED STALLS MEN I REMOVE DST. LIPIT FIXTURE NEW POLE MOUNTED DISABLED PG. SIGN PL SYNBCL FOR NEW ACCESS STALL PL 5' -0" WL ' ACCESS. PAIR NEW TRASH ENCLOSURE DEMO & REM EXIST. TRASH ENCLOSURE PARKING ANALYSIS SURIARY EXISTING PROPOSED 1261 22 1257 22 ISSUED FOR PERMIT BLDG. 3 ONLY REMOVE EXIST MVC. PAVING AS REDO. (SHOWN DASHED) TRENCH DRAM CONC. SEA �.IMR rt 2 1 - Ic0NY - 11 IDON0 21 TYP,SIRIP Y -4' WADE NEW CURB CUT RAMP 1:12 ROPE 6Z Lt ION NEW PLANnNGS NOTE: STALL DIMENSIONS SHALL FOLLOW CITY OF TUKWILA ZONING CODE 18.56. ENTRY PAVILION - SEE SHLA -5 TRENCH DRAIN 1GONo 21 1`P. STRIP 2' -4' WIDE NEW POE MID. DISABLED - PARKING SIGN . SYNBOL FIX NEW AC STALL - PT. 5 W1. ACCESS. -0' PATH !NEW PLANTINGS & W11.1.aNR! RAMP 1:12 SLOPE NEW CURB TO MATCH EXIST. T RY LAYOUT /PAVING BLDG.2 MAME F3G AS R P e AS. RECD' (SHOWN DA KONG 11 CONC. SEAT 1C0NC. 21 RENOVE EXIST%1URE . UCTIT Fl NEW CURB CU� 1/16" = NEW TRASH ENCLOSURE OMIT ° DEMO & REMOVE EXIST. TRASH ENCLOSURE EIFS -2. M,65, LP. 105 Demptim of Rereac Shed TNT, SITE PLAN PAINT TO MATCH I'»LI�lj�iIJi1 0 EXISTING BUILDING 11 2 STORY F.F. =24.50 30,208 GSF OMIT ( N% ft EXISTING BUILDING 9 2 STORY F.F. = 24.00 20,421 GSF OMIT PREP. & PAINT 11 - EXIST. 811 ROOFING EXISTING TO MATCH.EIFS -1 BUILDING 7 NF). 2 F.F.=2Y OMIT F.F.= 24.00 19,421 GSF EXISTING BUILDING 6 2 STORY F.F. =24.00 20,421 GSF , 00 EXISTING BUILDING 8 2 STORY F.F. =24.00 20,421 GSF EXISTING BUIEDING 5 2 STORY - O MIT 19;421 EXISTING BUILDING NAT 2 STORY F.F. =24.00 19,421 GSF EXISTING BUILDING 2 2 STORY F.F. =22.50 19,421 GSF EXISTING BUILDING 3 r ' 2 STORY F.F. =23.50 20,421 GSF EXISTING BUILDING 12 2 STORY F.F, =24.00 19,421 GSF EXISTING BUILDING 1 2 STORY F.F. =22.50 20,421 GSF EXISTING BUILDING 4 2 STORY i J _ OMIT 19 172.6 �� j LL soda 1" 40'- 0" Approved By kb Huber 24646.00 DesgaRSM Owen JC Cheded ode 3/31/97 GENERAL SITE PLAN NOTES: 1. CONTRACTOR FIELD VERIFY ALL EXIST. SITE UTILITIES, LIGHTING, LANDSCAPE IRREGAIION & SITE DRAINAGE SYSTEM PRIOR TO START OF WORK. - COORDINATE w /OWNER REP. 2. PROVIDE POSITIVE SLOPES AWAY FROM BLDGS. 0 ALL AREAS OF NEW WORK. 3. SLOPE CONC. SIDEWALKS 0 1% AWAY FROM BLDGS., TYP. 4. PAINT ALL ELECT. BOXES & TRANSFORMERS TO MATCH EIFS -2 COLOR (V.I.F.) I . AREA OF WORK O ry = OMIT - DEMOUSH AND REMOVE EXISTING COVERED WALKWAY STRUCTURE & LIGHT FIXT., CLOSE EXIST. ELECT. ONES AS REOD. - PATCH AND REPAIR PAVING TO MATCH EXISTING NEW TRASH ENCLOSURE - EXTEND EXIST CURB & PLANTING - OMIT - DEMO EXIST TRASH ENCLOSURE: (5 TYP.) REMOVE EXIST ETRUCT. - PATCH & REPAIk EXIST PARKING PAVING. EXTEND OR EXIST LANDSCAPE ISLAND AS SHOWN TO MATCH EXISTING. LEGEND EXISTING JUNCTION BOX 0 FOUND M0NUMENT -SEE SURVEY EXISTING EVERGREEN TREE EXISTING DECIDUOUS TREE EXISTING CONCRETE WALK Sae INnber flEDEIVED GTY OF TUKWILA APR 031997 PERMIT GENT. A -2 r I REMOVE CLG HU NG :; BANNERS ABOVE DOO REPLACE RS KONG 21 CENTERINE 0 ooRs CONC. SEAT 1 TRENCH ORMN BLDG. 7 I PAVILION: Building 7 1/8' = 1' -0" sae" :F MI EVMEEEEE � ELIn igE■■MMEMENEE ■EI ffi , j : j RA BLDG. 7 LOBB SEE Y DOGS 2,4,10 NOlES SM. WOMEN BI DG. Lg. SEE LO BI11CS 1,3,12 NOTES 9LL hIII LOBBY { '1 mEEEiEE_AIrEEE WWI som uff EEE ^EE /II LOBBY �i■sv E i1 =6 . - • , u� � IIIIItli1. �n @rm ___ � N M EI BucalFr ABOVE ! I ATRIUMY NE' wNII�I111:E: V; �111111I�Ii LOBBY MEN G. 8 SEE LOBBY B S. 1,3,12 NOTES SIM. WOMEN OWE REPLACE CARPET ® 2ND FUR. (SHOWN DASHED) ATRIUM 1/16" = 1' -0" REPLACE DOORS ATRIUM FOR TYPICAL NOTES SEE BLDG. 5 SEE LOBBY „ •,' WOMEN NBLDG5.94,f0 MB REPLACE CARPET AT ATDUM &ROUND FLOOR, BRIDGE ABOVE AND LOBE . N 1Q RELOCATE EWSBNG FURNITURE PUNTERS AS REGD. FOR NEW WORK PLi`1 REPLACE 0 (SAME LOCH ) ENTRY PAMU SEE SHE 5. J REFUGE CARPET REPLACE DOORS REMOVE DIST. TILE INSTALL NEW Cll. BORDER Y -4' WIDE w /4x4' DIAGONAL AREA CORNERS, USE FULL TILES, TYP. W/ FIN. EDC£nLE 0 CARPET 1.9.. ATRIUM I' PAVILION: Building 5 1/8” = 1' -0 Viea0`" ®AM Nitge (tea ® ® �p_ /// wmcdrie 7 0 WI I PAVILION: Building 6 1/8" = 1' -0" CONC. SEA 1.C. 21 NEW POLE MOUNTED DISABLED NG SIGN i \ AMENS zAteramsrem FA \ N'e WA: \I'M r r ireA tiostiiel r :), 6 1 D6 EXIST. VAULT REMOVE EXIST. .C. PAVING FOR TYPICAL NOTES SEE FOR TYPICAL NOTES SFE PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON NEW CARPET 0 2ND FLR 1ST FIR SHADED REMOVE DOOR k WALL 0 1ST FLOOR EXIST GTIIE TO REF/AIN FIEMOVE SGNAGE ENBT, SOFFIT ABO•€ TRENCH DRAIN. REMOVE SLOPED ASPHALT PT. 5-0' WI. ACCESS PATH PT. SYMBOL FOR NEW ACCESS STALL — ri_. NEW PLANTINGS NEW CURB CUT k WHEELCHAIR RAMP 1:12 SLOPE NEW CU MATCH ' ST. ' END NEW CPT 0 2110 FIR REMOVE CLG HUNG BANNERS ABOVE REMOVE WALL COVERING 0 211D REMOVE 9GNAGE EXIST. TI E Feu. 0009 IN EXIST. AWN. STOREFRONT ALIGN EDGE OF NEW COLUMN TO EXIST. FIR FACE LOBBY /ENTRY: Building 9 1/8" = 1' -0" (2ND FLOOR SIM.) rooki via ER FAT 327,01 MY rei mamma Fira ifft wilt MN= WA "A ret""ai $7ffellA WOMArArattiwAlreftzl API EAST. GONG LORRY z 11 ■1 a MEN EMS FOR TYPICAL SEE 10 A -6 NEW PUNRNGS - SAWCUT EXISTING GONG SLAB TO ALLOW FOR NEW COY . MPS — o I 1/8 = 1' -0" (2ND FLOOR SIM.) I LOBBY/ENTRY: Building 11 ISSUED FOR PERMIT BLDG. '3 ONLY co NC 1 REMOVE EXIST CONC. PANNG ENTRY PAMUON -SEE SHE. A -5 C T-- EXIST POLE LIGHT //""�� TO REMAIN ICDNC. 21 RI W10 FOR TYPICAL NO. SEE REPAIR AND PAINT DENIED WATER FOUNTAIN NEW PLANTINGS Ica c. 21 KONG II ENTRY PANUON - SEE SNT. a -s. 15515 21 C. 7 - S 2' -4' NYDE OTES SEAT Mutter REFUGE VINYL STRIP EXEC. WATER FOUNT. EXTG TILE AREA OF WORK 1/8" = 1' -0" (2ND FLOOR SIM.) EMST. TILE TO REMAIN - ADD NEW VINYL STRIP. EXIST. WATER FOUNTAIN - CONCEAL WRING WHERE A P A W /SURFPACE MNT. PLUG MOULD le RECEPT. CO., Tr. REMOVE EMST. WALL COVERING - PREP.k PAINT BLDG 54,10. REMOVE SIGNAGE, Tr. STAIRWELL - PRINT EXIST HANDRAILS AND CAP REPLACE DUST. LIGHT FIXTURE W/NEW - BLDG. 2.4,10. NOTE .OVE ALL WALL MIRRORS IN LOBBIES AND HANGING BANNERS IN STARWETLS, T1P. PAINT SCHEDULE: CEILING GM cm GM G GM WALLS PT1 G G PTI LOCA. 1ST FIR /2ND FIR LG�ES STAIRWELL IT FLR FUR VESIRUIE /2ND MFN WOMEN WOMEN SEE SHEET A -2 FOR NEW PAVILION k PANNG LOCATIONS 0 BLDGS 2,4,10. REPLACE DOOR - NEW DOOR FROM OWNER REFUGE CARPET 1 EXIST. TILE ro REMAIN. DOOR 0 1ST FLOOR BLDG. 1 DOOR 0 1ST FLOOR BLDG. 3 (EXTENT OF NEW CARPET). ..101E 9GNAGE (TYP.) ADD MISSNG TRIM TO EXIST. RECESSED LIGH *605. WHERE T REOU. _N I I SEE SHEET A -2 FOR NEW' PANUON k PANNG LOCATIONS 0 BLOCS. 1,3,12. FOR TYPICAL NOTES Ark NOTE: BLDG. 12 HAS ELEVATOR - • . NT DOOR k FRAME REMOVE MIRRORS • a 211D FL CARPET - SCOPE SIN. TO BLDG. 1, 3. LOBBY/ENTRY: Buildings 1, 3, 6, 8, 12 SIM. P1.1.1 p -: EXTENT OF NEW . PET ON MD FIR BLDG 2,4,10 AND 1ST FIR BLDG. 4 TRANSITION OF NEW CARPET TO EXIST. FLOORING TO OCCUR AT CENTER UNE OF EXIST. DOORS, BLD52 VERIFY EXACT LOCATION OF EXISTING DOORS IN FIELD. PREP. k STAIN FIN. EXIST. POOR ANO F PNNi E%TC. FRAME REPLACE RUBBER BASE, TYP. PREP At STAIN D . AND FRAME TO REMAIN 0 BLDG. 4 WALK OFF MAT LOCATION - AUGN TO DOOR JAMBS. V/. OFF MAT TO BE INTEGRATED MMTH CARPET, SEE SPEC. - CO.RIDNATE W/ OWNER'S REP. — PAINT ELEVATOR DOORS k FRAME REPLACE STOREFRONT WIDOWS/DOORS. MATCH ENST. DRK. BRONZE COLOR - SEE SHE A -4 EXIST. r 1 .EZ FIN. WALL (REFUGE 925456 REPLACE EXIST. EXPOSED AGGRAGATE COUC. WI 1/2 WD. NOTE P NEW CARPET CPT( AT SECOND FLOOR LOBBY AS PEN FIRST FLOOR LAYOUT SHOWN HET. NOTE .6.10- NO CARPET F.D. FOR FIRST Elk STAIN DOOR AND FR. AD.ENT TO DIVAN.. NOTE PROMDE 1C WIDE CARPET BORDER CrW1 AROUND PERIMETER OF 1ST k 2ND OR I.IES WHERE . 7= OCCURS EXCEPT STAIRWAY. GENERAL PLAN NOTES: I. CONTRACTOR R. VERIFY ALL DIMENSIONS AND CENTERLINE CONDITIONS PRIOR TO START OF CONSTRUCTION. NOTIFY OWNER OF ANY DISCREPANCIES OR CONFIJCTS PRIOR TO START OF WONC 2. GENERAL SCOPE OF WORK FOR HST k 2ND FLOOR LOBBY REMODEL IS SAME FOR BLOCS 1 THRU -12 - EE PLAN 2 FOR TYPICAL NOTES 3 COORDINATE ALL Mt/MECH. PLUMBING k FIRE PROTECTION MIDAS AS RM. WI 0MNE12. 4. COORDINATE NEW DOORS k HARDWARE W /OWNER'S SECURITY SYSTEM REP. 5. RESTROOM FINISH SCNEOULE: NULL REMOVE EXI5TI110 WALL COVERING AND PREPARE ALL NON- 11LE.WALLS FOR SEMI -GLOSS PAINT. Gam WALL P I TgIET PR/ WAIL GNP MIND P12 COUNTERTOPS: REPLACE EXIST. PLASTIC LAMINATE 111111: NEVAMAR, ARP SURFACE, ENGLISH LICE TEXTURED, 5-2 -1157. 6. NEW CONC INSTALLED VA. ALL TOOLED JOINTS k MED. BROOM FINISH -SEE 011.11/4-6. 7. REMOVE EXIST. CONC. AREAS AS SHOWN. PRET. SPALING BY DOUBLE SAW CUTS OR REMOVING WHO. SECTIONS EXIST. W0. JOINTS - SEE SPECS. CIfy OF f/iYr i ". u E'r i7 p V`F''D 111 South Jackson Street Seattle. Washington 98104 (2061 223 -5555 Fox (206) 621 -2300 STATE CF W ASHINGT Oo cio n A Parana gear SO LOBBY PLANS s� 1/8" = APR/Ned BY Jab Fi 6er 24646.00 Day"dSM Doan JC ae& d SIN'- Date 3/31/97 JUN 31;5/ LOBBY/ENTRY: Buildings 2, 4, 5, 7, 10 SIM. BO!LDIpiG DIyISIOAd 1/8" = 1' -0" (2ND FLOOR SIM.) .- , NBBJ EXIST GWB GWB TO MATCH MULLION GLAZING 111 South Jackson Street Seattle. Washington 98104 . (206) 223 -5555 Fax (206) 621 -2300 4 1/2" EXIST PLYWD SIDING TO REMAIN. 4 1/2" BLDG. PAPER E.I.F.S. ON 1" FOAM 1/2" SEALANT & BACKER ROD 1/4' SEALANT & BACKER ROD BOTH SIDES 12 JAMB AT STOREFRONT 14 STOREFRONT MULLION 0 „ 3 =1' 0' GLAZING AS SCHED. PREFIN. ALUM MUWON GLAZING AS SCHED. PREFIN. ALUM MIIWON PREFIN. DOOR FRAME *DOOR JAMB AT STOREFRONT 9 = ALIGN MULLION w /EXIST GWB INT. FIN. 12 HEAD AT STOREFRONT = 1 -0' a 4 1/2' 1 a 13 SILL AT STOREFRONT 3 = EXIST BLKG. TO REMAIN. EXIST PLYWD SIDING TO REMAIN. 1/4" SEALANT & BACKER ROD MOTH SIDES PREFIN. ALUM MULLION — OUTSIDE GLAZED GLAZING AS SCHED. GLAZING AS SCHED. 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' O.C. EXIST FDN JNT. PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE - ISSUED FOR PERMIT - TUKWILA, WASHINGTON BLDG. 3 ONLY v B" = nd DOOR HEAD AT STOREFRONT TRANSOM GLAZING AS SCHED. PREFIN. ALUM MULLION PREFIN. DOOR FRAME MULLION BEYOND MULLION BEYOND PREFIN. DOOR FRAME ALUM THRESH w/ BEV EDGE ACCESSIBLE PER MFR —SET IN SEALANT EXIST FDN JNT. DI she., rdb STOREFRONT DETAILS soil AS NOTED APored ®/ 10' -4 1/4ZJOLDGS. 1, 3, 9, 12) 9' -6 1/4" (BLOGS. 2, 4, 10) EQ. Eq. NOTE: FIELD VERIFY ALL DIMENSIONS & CONDITIONS ALL CLEAR GLASS, TYP. —SEE SPECS. TYP. STOREFRONT ELEV. = 1' -0• Job Noka 24646.00 DspedSM D..NJH Checked Dms 3/31/97 Sze 9 SYMBOL OF ACCESS MNT, TO EXTERIOR OF GL 9/ ADHESIVE. A -4 RECEIVED om of ruicw APR 0 3 199/ PERMIT CENTER CI; "IOF fUiNILA APPr.rlyf (1 td 3 1597 BUILDING DIVISION ;toil 12; NBBJ 111 South Jacksbn Street Seattle, Washington 98104 (206) 223-5555 Fax 1206) 621-2300 IMMINEMINIMINNIE 1/2' = 1/ = .1 1/f PRECAST CONC. - SEE DI. 17 CAST-IN P T FIXT. E DTL. 15 UGH XT. I (atom nOTTED) LIGHT COLUMN PL64, PRECAST CONC. CAP - SEE Dm. 17 RECESSED ELECT. BOX & CONDUIT THRU CMU -SEE ELECT. SPECS. REINF. CMU COLUMNS w/Bx8x16 NOM. CORNER UNITS REINF. CONC. FOUNDATION - SEE STRUCT. LIGHT COLUMN ELEVATION DE AILL., ■■•■■ PRECAST CONC. -PT RN. SLOPE TO DRAIN C12 EMBED PL PER STRUCT. - GALV. RN. 1/8' PER FT. DIM. VARIES SEE PLANS 2'-3" 12 EAST. EXT. WALL (Air.) I L V-3" OTYP. SCUPPER SECTION DTL. 1 1/2' = 1-0" TRANSLUCENT PANEL SKYLIGHT 12 9. OPEN C12 CHAN. -SEE STRUCT. OPEN TRENCH DRAIN - BEYOND -SEE DI V-6" SCUPPER TYP. ENTRY PAVILION: SIDE ELEV. 1/2. = 0' SKYLIGH PNL & FLASHING SCUPPER: 12 GA. BENT MET GALV. & PAINT RN. PRECAST CONC. CAP w■ww■www.■• w■wwww SEALANT PREFIN ALUM FLASH SS SCREW w/NEOPRENE SEALANT TRANSLUCENT PANE 1/4' BENT P WELDED CONNECT. 1 1/2.. = r S7.IR77E ' MNT LIGHT F1XT -SEE ELECT. SPECS. 8 1/8' J 1 A T/STEEL TS 3 1/2 SQ. . -SEE STRUCT. BLDG. ADDRESS NUMBERS: (VARIES) 'GARAMOND BOLD ITAUC' FONT 3/8" CUT STEEL PL, GRIND SMOOTH WELD CONNECT. -SEE STRUCT. - PREFIN. 'SILVER METALLIC' GALV MR_ SCUPPER, PT-5 (OPP. HAND) -SEE DTL. 16 T/MASONRY PRECAST CONC. CAP -SEE DTL. 17 SURFACE MNT. UPLIGHT FIST. (DASHED) -SEE ELECT. RONF. CMU COLUMNS w/8x8x16 NOM. CORNER UNITS T/FIN FLR +0 TRENCH DRAIN BEYOND (DASHED) REINF. CONC. FOUNDATION - SEE STRUCT. NOTE: ALL EXPOSED STEEL CONNECT. TO BE CONTR. 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 LIGHT RUT. MFR. SURFACE MNT. UPUGHT FIXT. -SEE ELECT. SPECS. ®CANOPY DETAIL @ LIGHT FIXT. ' NOTE: ALL PREFIN 160 FIXTURE HOUSING w/ & REINF. CORNER REFI 8' ' ' FAS RS TO M CH. SOUD T WAY ARCH TOP 3 P PER SIDE. HEAD PERFORATED MET: 50% 0/A garRED6'&V ON 7/16 S. 1. L 1x1x1/8 PREEN. BASE CONNECT. 7x7x3/4" BASE PL ,••• . .,. ELECT. CONDUIT THRU COL EMBED PL IN CONC. CAP @PRECAST COLUMN CAP AXOMETRIC adi°: LIGHT FIXT. SECTION 1-B" 1 1/2 = r- 1 1/2 . = 1 mnweaara.■ 24546_0 , \ TS FRAME BEYOND SST UNER SET IN SEALANT HIGH POINT OF GUTTER BEYOND TS 3 1/2 SD. OR GUTTER DETAIL @ BRIDGE 3' = V-0" - OPEN TO SKYLIGHT BEYOND C12 CHAN. -SEE STRUCT. PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE - ISSUED FOR PERMIT . TUKWILA, WASHINGTON BLDG 3 ONLY U. ELECT. CONDUIT THRU CMU (DASHED) -SEE ELECT. OPEN TYP. ENTRY PAVILION: FRONT ELEV. 2 s(2. ■1111•■•••010 TRANSLUCENT PAN si IAGLHUTM MFR. FLASHING 1/4' BENT PL GUTTER & SKYLIGHT SUPPORT TS FRAME BEYOND SLEEVE CONNECT. FROM GUTTER TO DOWNSPOUT DOWNSPOUT BEYOND TER DETAIL @ BRIDGE • L AN NOPY DETAIL @ BRIDGE 0 • • r , ELF.S. ON BLDG. PAPER EXIST PLYWD NO FLASH &INTER' FLASHIN / ---e--- ANSLUCENT PANEL TS FRAME BEYOND TO DOWNSPOUT BEYON CONNECT TO EXIST DRAIN SYSTEM (V.I.F.) PREFIN. ALUM FLASHING BY SKYLIGHT MFR. CONT1N. 1/4' BEN CANOPY 1/4' BENT PL GUTTER SUPPORT & SKYLIGHT SUPPORT SST LINER SET IN SEALANT -SLOPE TO DRAIN. SLEEVE CONNECT. FROM GUTTER TO DOWNSPOUT E.I.F.S. ON BLDG. PAPER TS 3 1/2 SQ. BEYOND 12 GA, GALV. STL GUTTER ATTACH TO STL CHAN TAPERED STL T BRACKETS BEYOND TRANSLUCENT PANEL FrgI 2 ' FACE OF EXIST BLDG. -VARIES (VW) TS 3 1/2 SO. FRAME BELOW (SHOWN DASHED) MET GUTTER & SCUPPER -SEE BLDG. PLANS FOR LOCATIONS. TAPERED STL BRACKETS BELOW (SHOWN DASHED) TRANSLUCENT PANEL SKYLIGHT w/8"x20" GRID, TYP. TS 3 1/2" SQ. FRAME BELOW (SHOWN DASHED) C12 CHAN. (4 SIDES) -SEE STRUCT. SURFACE MNT. UPLIGHT FIAT. BELOW (2 TYP.) PRECAST CONC. CAP (4 TYP.) -SEE DI 17 EQ. V. BLDG. ADDRESS NUMBERS BELOW TS FRAME BEYOND CANOPY DETAIL @ BLDG WALL *SCUPPER DETAIL @ PAVILION 3' = V-3" V-3" V-1* V-3" V-11 1/2" E.I.F.S. ON BLDG PAPER ON EXIST. PLYWD SIDING FLASH & COUNTER FLASH -SEE DTL. 12 SS SCREW w/NEOPRENE SEALANT TRANSLUCENT PANEL BENT PL w/BLEICKING -SEE DTL 16/S2 3/4' ROD & SEALANT PAPER TS 3 I/O' SD, BEYOND ES. C-9 5-11" 7'-6" scab AS NOTED APPro.d ay Job N.rber 24646.00 EQ. ED. ()CANOPY TO P DETAIL 3' = 1 V-11 1/2" OTYP. ENTRY PAVILION ROOF PLAN = ®CANOPY EDGE DETAIL Deskpled SM �. HJA SHAd S 3/31/97 By Descrpfion A BA ces Sheet TM :4=1 IA:. EXTERIOR DETAILS V-3" TRANSLUCENT PANELS ' ." (WHERE OCCURS) - SEE BLDG. PIANS =r• TRANSLUCENT PANEL ALUM. FLASHING SEALANT 1/8' CDNTIN. BENT PL WELDED TO TS FRAME TS 3 I/O ' SQ. -SEE STRUCT. TS FRAME BEYOND TRANSLUCENT PANEL ALUM. FLASHING TS 3 I/O ' SQ. -SEE STRUCT. TS FRAME BEYOND TS FRAME BEYOND TYP. CANOPY PANEL JNT. DETAIL 3 = 1'-0" \*21G45 ), 'L:V3 A-5 TRANSLUCENT 881,14 A kp JUN 3 , TS FRAME MEMBER, TYP. 3 5/0 SQ. N PAVILION sratio '''APR '3 3 01 pEPIAR OEA NBBJ 5' -0 CLR. TO BLDG. & EQUIP. 4°0 EXTRA STRONG GALV STEEL PIPE w /CONC. FILL. PT. FIN. (YELLOW) T/PAVING OR LANDSCAPING 15 ° 0, 2500 PSI CONC. FOOTING. 13. TYP. BOLLARD DETAIL 3/4• = 1' - D• TYP TRENCH DRAIN SEC. 14 3/4• = 1r-0• 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 fax 1206) 621 -2300 2x8 TREATED WD PAVILION COL BEYOND RIVER RUN STONES 1 0 MAX. T /PAVING OR LANDSCAPING CRUSHED STONE 6 ° 0 PERFORATED PVC PIPE. - CONNECT. TO EAST SITE DRAINAGE SYS. (V.I.F.) 3' -0' MIN. 12 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 i P ROVIDE 2' -O' SLIP DOWELS -- -- 0 JOINTS, TYP. 8 TREATED WD 0 JNTS. 4 MIN. FREE DRAIN GRAVEL 91 NOTE PROVIDE O2) RIENF. BARS SIDEWALK SECTION — sEE PLANS. 3/4' = 1' -0' r TO A ADJ. PAVING� CTT\ IT'. ■ 3/4' = 1' -0 4' -0 � TYP. BENCH PLAN 3/4 = PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON G SLOPE TOP TO DRAIN SMOOTH ARCH. FIN. CCNC. ALL SIDES -1" RAD. MAX. #3 BARS 0 24' O.C. LACH WAY T /SIDEWALK OR GRADE FREE DRAIN GRAVEL ➢FYAl21 gglIaR TYP. BENCH ELEVATION /SECTION SLOPE TOP TO DRAIN 0 1/4° PER FT EA WAY SMOOTH ARCH. RN. CONC. ALL SIDES UT f V;;716 r OTYP. CURB SECTION 1 -1/2' = 1' -0• 5. 44dm' I INTERGR CONC. CURB & AD w/ REINF. STL -SEE D 11 12 = 1' - 0• ISSUED FOR PERMIT BLDG. 3 ONLY EXTRUDED CURB -MATCH -EXIST PROFILE (V.I.F.) EXIST AC PAVING TO REMAIN -PATCH AS REQ. REMOVE EXIST AC YARNS AS REQ. 22 GA GALV MTh FLASHING FASTEN w/ 1 1/2 GALV NAILS 0 12' O.C. 2x4 TREATED WD FRAME w /2x4 STUDS 0 16" O.C. 5/8 T -111 PI ND EA -P T TO MATCH EIFS -4 0 STD D V STL PIPE ,.I C. C. -BOLT WD E, TYP. CONTIN.'22 GA GAL' FLASHING EA SIDE ONC. PAD -SEE DTL. 11 PLANTING AREA -SEE PLAN EXTRUDED CURB -SEE DTL. 7 EXIST ASP IALT -PATCH AS REQ. 15 ° 0 2500 PSI CONC. FOOTING. TR SH ENCLOSURE SECTION Maher By Deos w A Rei. _.. Sheet idle EXTERIOR DETAILS SITE DETAILS soda AS NOTED Accrued By HA Nmber 24646.00 Deified SM Dram NJH Checked Doe 3/31/97 A -6 CffV OF 7 DKWIL4 APR 0 3 1997'' Permer cENTEA. 1 NBBJ 111 South Jackson Street Seattle. Washington 98104 1206) 223 -5555 Fox 1206) 621 -2300 EXIST MIL BOX TYP. HEAD AT METAL BOX 3 = 1 -0 1 -1/2" SQ. WD TRIM SET IN SEALANT –PT ALL SIDES TO MATCH ADJ. EIFS COLOR BACKER ROD & SEALANT LINE OF EXIST WINDOW SILL BELOW WRAP EIFS ON 1 –t /2 FOAM – 1/2 SNT & BACKE ALLOW 1" OPEN SPACE AT EA. END FOR DRAINAGE 22 GA. MET L �� FLASHING (SHOWN 0 T) FLASHING .DTL. CONTIN. 1 -1/ SQ. WD TRIM –PT ALL SIDES TO MATCH ADJ. EIFS COLOR EXIST MR BOX 10 BLDG. PAPER OVERLAP EXIST. SIDING 14 TYP. JAMB AT METAL BOX (SILL SIM.) 3 = 1. - 0 ° 22 GA. MET FLASHING BLDG. PAPER EIFS ON 1 1/2° FOAM, TYP. 1/2 SNT & BACKER, ()METAL DOOR JAMB (HEAD SIM.) 3 = 1 T EXIST. HM DOOR FRAME COLOR PRIME & SEALANT EIFS ON 1 1/2" FOAM w/45' TAPER TO JNT 0 FRAME & ALLOW FOR DOOR SWING, TYP. 30 LB. BLDG. PAPER P7 .6.741■97AMIAMMIIMIal% ISM TaSSI EIFS @ WINDOW JAMB 3 = r DL• TUKWILA, WASHINGTON EIFS ON 1 t /2" FOAM BLDG. PAPER OVER FLASHING EXIST SIDING 1/2° SEALANT & BACKER ROD, TYP. PARAPET FLASHING –SEE DTL 1 SADDLE FLASHING –WRAPS BEYOND ®SADDLE FLASH SECTION EIFS ON 1 1/2" FOAM BLDG. PAPER - 1/2' SEALANT JNT ALL AROUND PIPE w/ BACKER ROD, TYP. TYP. EXIST PIPE PENETRATION EXIST. SIDING COND. AT TYP. PIPE PENETRATION 3.= 1' -0 EIFS ON 1 1/2° FOAM, TYP. EIFS ON 1 FOAM 30 LB. BLDG. PAPER EXIST. SIDING TO REMAIN 3 " = 1 " -0 EXIST. WINDOW EXIST. SIDING MULLION TO REMAIN. EIFS ON 1" FOAM BLDG. PAPER EXIST. SIDING COLOR PRIME BACKER ROD & SEALANT EXIST. WINDOW FRAME PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: 17L1 • ^.k ".;li. CORNER RETURN - PLAN VIEW PARAPET FLASHING –SEE DP 1 SHOP FABRICATED SADDLE FLASHING (SHOWN DASHED) PARAPET FLASHING –SEE DTL 1 3 " =1- EXIST. WINDOWS TO REMAIN —► SADDLE FLASH AXOMETRIC TYPICAL VERTICAL REVEAL 3 = 1 -0" 3 = 1 " -0 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: Vai • 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 DTI_ BELOW EIFS SYSTEM ON 1 -1/2 FOAM BUILDING PAPER EXIST. SIDING WINDOW SILL @ 2nd floor EXIST. WINDOWS TO REMAIN EXISTING FLASHING -. TO REMAIN AS SHOWN – WIRE BRUSH CLEAN, PREP & PT TO MATCH ADJ. EIFS COLOR. 22 GA MTL. FLASHING SET IN SEALANT –SEE OS. BELOW EIFS SYSTEM ON 1 -1/2" FOAM BUILDING PAPER EIFS SYSTEM ON 1 -1/2" FOAM FLASHING DTL. NOTE: COORDINATE PARAPET FLASHING w/ REROOFING WORK BY OTHERS. REMOVE EXIST. CAP FLASHING. SYSTEM. (SHOWN DASHED) CONT. 20 GA. GALT. CLEAT OVER EXIST ROOFING. EXIST WALL & ROOF TO REMAIN. TYP. PARAPET SECTION 3" = 1' -0" ONE OF SOFFIT BEYOND EXIST WALL CONST. TO REMAIN. i I 1/2. TYP: HORIZONTAL REVEAL SEC. 3" = 1 -0 EXIST WALL CONST. TO REMAIN. EXIST PLYWD SOFFIT (NOT LEVEL) –PT. TO MATCH ADJ. E.I.F.S. FIN. COLOR — TYP. SOFFIT SECTION 3 = 1 -0 EXIST WALL CONST, TO REMAIN. EXIST. FLASAQIG c TO REMAIN TREATED SOLID BLOCKLNG 24 GA GALV. MTh SNAP –ON CAP FLASHING w /SLIP JNTS. WI 12'-0" O.C. –PT TO MATCH ADJ. EIFS. CONTIN. 20 GA. GALS. CLEAT PLYWD FILLER AS REQ. — E.I.F.S. ON 1 1/2 FOAM 30 LB. BUILDING PAPER EXISTING PLYWD. SIDING (5/8" THK) EIFS MECH. FASTENERS ATTACH TO EXIST SIDING (TYPICAL) EIFS SYSTEM ON 1 -1/2" FOAM 30 LB. BUILDING PAPER EXISTING T -111 SIDING (5/8" THK) PLYWD FILLER AS REQ. REMOVE EXISTING CLEAT (SHOWN DASHED) SLOPE TO DRAIN @ 6:12 EIFS SYSTEM ON 1 -1/2" FOAM .r0 10. BUILDING PAPER ' EXISTING PPM) SIDING (5/8" THK) POND FILLER AS REQ. PROVIDE STRAIGHT, LEVEL RN. EDGE –ALIGN TO LOWEST POINT OF SOFFIT, COLOR PRIME, ROD & SEALAN EIFS SYSTEM ON 1 -1/2" FOAM 30 LB. BUILDING PAPER LAP OVER TRACK EXISTING POISE SIDING (5/8" THK) 20 GA. GALV MIL w /WEEPS 0 24 O.C. SET iN SEALANT REMOVE E i� AS RED. (NF EARTH ) WIRE BRASS CLEAN EXPOSED CONC. NEW GRADE LINE 12 WINDOW JAMB 3' = i " -0' L'L ; �!Rfvl WINDOW SILL CO 1ST FLOOR 3 = Nnba Dee B Devpfoi of Rohe TYP. SILL SECTION 3 = DL IT 3.CONTRACTOR TO FIELD VERIFY EXIST WINDOW CONDITIONS PRIOR TO START OF E.I.F.S. APPIJCATON & CONFIRM INTEGRITY OF BLDG WATERTIGHTNESS. – NOTIFY OWNER OF ANY CONFLICTS. 4. DEMO + REMOVE EXIST TRIM ,& FLASHING AS SHOWN. SBA tale - $Fne1 Ntri RECEIVED GENERAL FI.F.3. 'NOTES : 1. FINISH SURFACE OF EXTERIOR INSUL & FINISH SYSTEM (EIFS) SHALL' HAVE; LESS THAN 1/B IN. UNDULATION .PER 10 FT, FLAT BAR. 2.CONTRACTOR TO PREP EXIST 01 -11 SIDING AS REQ. FOR E.I.F.S. SUBSTRATE SPECS. REMOVE ANY DEFECTS & ADD SCREW ANChORS TO PROVIDE FLAT SURFACE w/ 1/8" MAX. UNDULATION PER 10 FT. FLAT BAR. REPLACE DETERIORATED SIDING PANEL SECTIONS AS REQ. E FTr$ APR 997 1 8 3 SCUTHCE�VTER CORPORATE SQUARE o �SSU�o o� � � �� o ... 0 ATe IUOVED KWILA A /\� 7 ENTER SQUARE APPR SC* 1/2" _ Maraud er BLDG. 3 ONLY JUN 3 1997 lob NFLer 24646.00 AS kW RECEIVED Checked Dote 3/31/97 DIVISION r : APR O s _aiWT CENr`R L NBBJ Soc..m Sea-rra_ tua (206) 223-5555 Fax (206) 621-2300 EAST ELEVATION 1/8" = 1 ®EAST ELEVATION 1/8" = WEST ELEVATION 1/6" = C)WEST ELEVATION (3 (3) STERM tr El V'.12:341U12 -7 (3) a Boolomil IIIIIMMI11111 111111110111E.11 3 NORTH ELEVATION 1/8" = f-0" © 111911111111111111111111.111111111111 EMI II 3 0 SOUTH ELEVATION 1/8• = 00 / ( 3) PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF SaUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON ADD EIFS TO EXIST. BRIDGE STRUCT. (SHOM DASHED) •YP. C. ( -NORTH ELEVATION 2" REVEAL JOINT ALIGNED TO MST IIUWONS CR TO ED. OF SOFFIT (SHOWN AS DEIL LINES) ALIGN EDGE CF REVEALS JOINT (TYP AT ORNER .) OF MULLION OTYP. ELEVATION AT REVEALS N.T.S. 1/8" = ISSUED FOR PERMIT BLDG. 3 ONLY OSOUTH ELEVATION 1/8" = 1 /— =Or= .4 TO ED. OF SOFFIT (SHOWN DASHED) 7 I qi ALIGN .1ER OF REVEAL TO GEN1ERLINE OF EAST LIUWONS (1,P.) BUILDINGS 1,3,12 1/8" = BUILDINGt'2 Dinther Dote By Dekrolm EXTERIOR ELEVATIONS Skin application, color key 24646.00 SM JC 3/31/97 GENERAL ELEV. NOTES: 1. INSTALL EXTERIOR INSUL & FINISH SYSTEM (E.I.F.S.) OVER EXIST PLYM SIDING THROUGHOUT. -BLDG. ELEVATORS ILLUSTRATED HERE FOR GEN. SCOPE ONLY. CONTRACTOR SHALL FEILD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO BID. 2. SEE ELEV. 1/A-8 FOR Tr. NOTES SHALL APPLY THROUGHOUT. - SEE SHEET A-7 FOR TIP. E.I.F.S. DETAILS. CONTRACTOR TO COORDINATE W/FIELD CONDITIONS. 3: EXISTING DOORS & WINDOWS TO REMAIN (U.N.O.) 4. REMOVE & REPLACE EXIST LANDSCAPING AS REQ. - COORDINATE WITH OWNER REP. 5. PAINT SOFFIT 0 2ND FLOOR WNDOWS TO MATCH EIFS-1. PAINT SOFFIT 0 1ST FLOOR WINDOWS TO MATCH EIFS-2. 6. ON BLDG. 9 ONLY, PAINT EXIST PLYWD SUN SHADES TO MATCH ADJ. EIFS. 7, SUBMIT COLOR SAMPLES TO OWNER FOR APPROVAL OWNER RETAINS RIGHT TO CHOOSE FINAL COLORS FROM MFR. FULL RANGE OF STANDARD & PREMI,' COLORS, B. 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 BIWN BLDG CORNERS FROM TOP SF SIDEWALKS UP TO SOFFIT OR REVEAL UNE FOR FULL WIDTH WHERE SIDEWALK TOUCHES BLDG FACES. (V.I.F.) -COORDINATE WITH OWNER REP. COLOR KEY: 0 LIGHT: EIFS-1 0 MEDIUM: EIFS-2 0 DARK: EIFS-3 q T r I , J VI E ILJ JUN 3 1997 BUILDING D/VISION A-8 nece2 AFR U 3 199 'PEWIT can. i -6--- T 1 C _ — , 3 0 6 - 0 L__ L_. [$ 0 "e'-.. 3 L NBBJ Soc..m Sea-rra_ tua (206) 223-5555 Fax (206) 621-2300 EAST ELEVATION 1/8" = 1 ®EAST ELEVATION 1/8" = WEST ELEVATION 1/6" = C)WEST ELEVATION (3 (3) STERM tr El V'.12:341U12 -7 (3) a Boolomil IIIIIMMI11111 111111110111E.11 3 NORTH ELEVATION 1/8" = f-0" © 111911111111111111111111.111111111111 EMI II 3 0 SOUTH ELEVATION 1/8• = 00 / ( 3) PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF SaUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON ADD EIFS TO EXIST. BRIDGE STRUCT. (SHOM DASHED) •YP. C. ( -NORTH ELEVATION 2" REVEAL JOINT ALIGNED TO MST IIUWONS CR TO ED. OF SOFFIT (SHOWN AS DEIL LINES) ALIGN EDGE CF REVEALS JOINT (TYP AT ORNER .) OF MULLION OTYP. ELEVATION AT REVEALS N.T.S. 1/8" = ISSUED FOR PERMIT BLDG. 3 ONLY OSOUTH ELEVATION 1/8" = 1 /— =Or= .4 TO ED. OF SOFFIT (SHOWN DASHED) 7 I qi ALIGN .1ER OF REVEAL TO GEN1ERLINE OF EAST LIUWONS (1,P.) BUILDINGS 1,3,12 1/8" = BUILDINGt'2 Dinther Dote By Dekrolm EXTERIOR ELEVATIONS Skin application, color key 24646.00 SM JC 3/31/97 GENERAL ELEV. NOTES: 1. INSTALL EXTERIOR INSUL & FINISH SYSTEM (E.I.F.S.) OVER EXIST PLYM SIDING THROUGHOUT. -BLDG. ELEVATORS ILLUSTRATED HERE FOR GEN. SCOPE ONLY. CONTRACTOR SHALL FEILD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO BID. 2. SEE ELEV. 1/A-8 FOR Tr. NOTES SHALL APPLY THROUGHOUT. - SEE SHEET A-7 FOR TIP. E.I.F.S. DETAILS. CONTRACTOR TO COORDINATE W/FIELD CONDITIONS. 3: EXISTING DOORS & WINDOWS TO REMAIN (U.N.O.) 4. REMOVE & REPLACE EXIST LANDSCAPING AS REQ. - COORDINATE WITH OWNER REP. 5. PAINT SOFFIT 0 2ND FLOOR WNDOWS TO MATCH EIFS-1. PAINT SOFFIT 0 1ST FLOOR WINDOWS TO MATCH EIFS-2. 6. ON BLDG. 9 ONLY, PAINT EXIST PLYWD SUN SHADES TO MATCH ADJ. EIFS. 7, SUBMIT COLOR SAMPLES TO OWNER FOR APPROVAL OWNER RETAINS RIGHT TO CHOOSE FINAL COLORS FROM MFR. FULL RANGE OF STANDARD & PREMI,' COLORS, B. 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 BIWN BLDG CORNERS FROM TOP SF SIDEWALKS UP TO SOFFIT OR REVEAL UNE FOR FULL WIDTH WHERE SIDEWALK TOUCHES BLDG FACES. (V.I.F.) -COORDINATE WITH OWNER REP. COLOR KEY: 0 LIGHT: EIFS-1 0 MEDIUM: EIFS-2 0 DARK: EIFS-3 q T r I , J VI E ILJ JUN 3 1997 BUILDING D/VISION A-8 nece2 AFR U 3 199 'PEWIT can. NBBJ 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fax (206) 621 -2300 Genera I Structural Notes ( THE FOLLOWING AF FLY UNLESS 5H0eN OTHERWISE ON THE DRAWINGS) CRITERIA: ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWIN65, SPECIFICATIONS, AND THE UNIFORM BUILDING CODE (1994 EDITION). 2 DESIGN LOADING CRITERIA: ROOF LIVE LOAD 25 P5F FLOOR LIVE LOAD (OFFICES) 50 P5F STAIR AND CORRIDOR LIVE LOAD 100 P5F WIND 60 MPH, EXPOSURE'S' EARTHQUAKE ZONE 3 SEE PLANS FOR ADDITIONAL LOADING CRITERIA 5. STRUCTURAL DRAWIN65 SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINos FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY .ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER 51E5, AND CONDITIONS PRIOR TO COMMENCING .ANY YORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAiLHSS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEE, COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR FROGDURES REQUIRED TO PERFORM THE WORK. 1. UTOR- INITIATED (MANSES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL EAOINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANHE5 SHONAI ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. b. DRAMIN65 INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF COSTRUDTION SHALL BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL SIN 1. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPS OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANJFAC WRING, DELIVERY, HANDLING', STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 10. SHOP DRAWINGS FOR REIN✓FORCIN6 STEEL (FOR BOTH CONCRETE AND MASONRY CONSTRUCTION)), AND STRUCTURAL STEEL SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. 1I. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT RHIENED BY TAE E6INEER OF RECORD, THEOREM MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE EGINEER THAT THE CONTRACTOR UNDERSTANDS THE DE516N CONCEPT BY INDICATING WHICH MATERIAL 15 INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BEDEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER 5140P DRAAINS SUBMITTALS ARE PROCESSED 'SY THE ENGINEER, THE DENIAN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOAED. SHOP 55101165 OF DE5I6N BUILD COMPONENTS INCLUDING ELEVATORS SHALL INCLUDE THE DE5I6NIN6 PROFESSIONAL ENGINEER'S STAMP, STATE OF WASHINSTON AND SHALL BE APPROVED BY THE CONPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT THE COMPONENT DESIGNER 15 RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINSS. 5H0P DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DE5I6N CALCULATIONS SHALL BE MADE AVAILABLE UPON REQUEST. 12. INSPECTION: CONCRETE CONSTRUCTION, PRECAST CONCRETE ERECTION, MASONRY CONSTRUCTION, STRUCTURAL STEEL FABRICATION AND ERECTION (INCLUDING FIELD WELDING AND HIGH - STRENGTH FIELD BOLTING), EXPANSION BOLTS AND THREADED EXPANSION INSERTS, EPDXY GROUTED INSTALLATIONS, PLYWOOD SI-EARWFLL NAILING, AND DIAPHRAGM NAILINLS SHALL BE SUPERVISED IN ACCORDANCE WITH SECTION 1101 OF THE UNIFORM &UILDIN6 CODE AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AANCY DESIGNATED BY THE ARCHITECT. THE ARCHITECT AND STRUCTURAL ENSINEER SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST ASSULTS. FOUNDATIONS: 13. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND TFfl REFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST IB" BELOW ADJACENT FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE 2,000 =5F LATERAL EARTH PRESSURE 55 'CF 14. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMM NCIN6 ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION A5 REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCE. EXISTING REIAFORUING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF AND INMEE USED SHALL NOT OUT EXISTING REINFORCING THAT IS TO BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 P5F. A. ALL NEW OPNIN65 THROUGH EXISTINS WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF RENEE PRIOR TO CUTTING ANY OPENINGS. C. SMALL ROUND OPENIN65 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. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH UBC SECTION 1905 AND ACI 501. CONCRETE SMALL ATTAIN A 28 -DAY STRTI6TH OF f'c = 2,500 PSI 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 LESS. THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CEAUCfSTE PERFORMANCE MIX 15 SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TNO WAS PRIOR TO PLACING ANY CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE A66AAATE, WATER AND ADMIXTURES AS WELL A5 THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH ACI 318 -89, CHAPTER 5. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS RJLL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDINE WATER SHALL BE AIR- ENTRAINED WITH AN AIR - CONTENT CONFORMING TO 1914 U.B.G. TABLE I9 -A -I. CONCRETE MAY BE PLACED BY THE °5HOTCRETE° METHOD, PROVIDED THE APPROVALS, TESTS, AND INSPECTIONS REQUIRED BY THE BUILDING DEPARTMENT ARE OBTAINED. 5140TCRETE MATERIALS, EQUIPMENT, PROCEDURES, PROPORTIONS, BATCHIN6 AND MIXING AND PLACEMENT SHALL BE IN ACCORDANCE WITH ACI 5068 -90 AND 1914 UBC SECTION 1122. THE "SHOTCR:TE° METHOD SHALL NOT BE USED WITHOUT MAKING SPECIAL ARRANGEMENTS THROUGH OWNER AND ENGINEER UNLESS STRUCTURAL DRAWINAS ARE SPECIFICALLY DETAILED TO ACCOMMODATE SHOTCRETINS. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 -12 AND 313-89. 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 WELDED WIRE FABRIC A MINIMUM OF 8' AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY 50 DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTIN65 AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOED TO EARN 3" F O R M E D S U R F A C E S E X P O S E D T O E A R T H ( i . e . WALLS BELOW AROUND) OR WEATHER ( #6 BARS OR LARGER). ( #5 BARS OR SMALLER) . . . .1i" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS Iz" SLABS AND WALLS ( INTERIOR FACE) SCOOTER OF (OAR DIAMETER PLUS °) or . 4" CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDON OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWIN65 FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, 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, CONFORMING TO A5T'S COO, LAID IN A RUNNING BONG. MORTAR SHALL BE TYPE "5° PER TABLE 21 -A OF THE UDC. &ROUT SHALL CONFORM TO UBC REQUIREMENTS AND ATTAIN A MINIMUM COMPRESSIVE STEM STH OF 2,000 P51 AT 28 DAYS, DESIGN F'm = 1500 PSI. STRENGTH SHALL BE VERIFIED BY PRISM TESTING IN ACCORDANCE WITH UBC SECTION 2105.3, OR MASONRY UNITS SHALL BE CHOSEN IN ACCORDANCE WITH USC TABLE 21 -D. FULL STRESSES ARE REQUIRED. UNLESS NOTED OTHERWISE, PROVIDE THE FOLLOWING REINFORCEMENT: STEEL: 4° WALLS 6° WALLS 8' WALLS 10' WALLS 12' WA1L5 ANCHORAGE: #4 ®48'oc. VERT #4 ®48 "oc. VERT. #5 ® Woo. VERT. #5 A °oc. VERT. #5 ®32 "oc. VERT. 'N° dia. WIRE JOINT REINFORCING AT 8'oc. HORIZ. (2) #4 m 48 "oc. HORIZ. (2) #5 a 48'oc. HORIZ. (2) #5 m 48'oc. HORIZ. (2) *5 b 40'oc. HORIZ. IN .ADDITION, PROVIDE (I) #5 ( #4 m b° AND 4' WALLS) VERT. AT EACH SIDE OF OPEIIN65, AT MALL CORNERS AND INTESECTIOS AND AT FREE ENDS OF WALLS AND (2) #5 ((2) #4 m 6' WALLS AND #4 m 4° WALLS) HORIZ. 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 REINFORCEMENT AROUND OPENINGS 2' -0° BEYOND FACE OF OPENING. IF 2' -0" 15 UNAVAILABLE EXTEND A5 FAR AS POSSIBLE AND HOOK. PROVIDE CORER BARE TO LAP HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS. FILL ALL CELLS CONTAINING REINFORCEMENT OR EMBEDDED ITEMS AND ALL CELLS BELOW GRADE WITH GROUT. PROVIDE CLEANOJT HOES AT BOTTOM OF ALL GE IS CONTAINING REINFORCEMENT. 20. EPDXY - GROUTED ITEMS (DEED RODS CR REINFORCING EAR SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING HEA RESIN AS MANUFACTURED BY HILTI CORP. INSTALL IN STRICT ACCORDANCE WITH I.C.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 FASTEN SHALL BE LOW VELOCITY TYPE (SERIES 1500, 0.14" DIAMETER UNLESS OTHERWISE NOTD) AS MANUFACTURED BY RAMSET /RED HEAD OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT. INSTALL IN STRICT ACCORDANCE WITH I.C.B.O. REPORT N0. 1639. MINIMUM EMBEDMENT IN CONCRETE SHALL BE I" UNLEE5 OTHERWISE NOTED. MAINTAIN AT LEAST 3' TO NEATEST CONCRETE EDGE. 22. EXPANSION BOLTS INTO CONCRETE SHALL BE KICK BOLT II AND THREADED EXPANSION INSERTS INTO CONCRETE SHALL BE SLEEVE ANCHORS AS MANUFACTURED BY HILTI CORP. INSTALLED IN STRICT ACCORDANCE WITH I.C.B.O. REPORT NO. 4627 INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH I.C.B.O. REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. THESE PRODUCTS ARE NOT RATED FOR USE IN MASONRY UNITS. SPECIAL INSPECTION 15 REQUIRED FOR ALL EXPANSION BOLT AND INSERT INSTALLATION. 23. STRUCTURAL 5TEEL INCLUDING PLATES AND ROLLED SHAPES, SHALL CONFORM TO ASTM A36, Fy = 56 K51. STEEL PIPE SHALL CONFORM TO ASTM A -53, TYPE E OR 5, GRACE B, Fy = 35 K5I. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE 5, Fy = 46 K5I. ANCHOR BOLTS AND CONNECTION BOLTS SHALL CONFORM TO ASTM A501. 24. ARCHITECTURMULY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE AI5( CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, ADOPTED SEPTEMBER I, 1986. SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON C. 25. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING ET0 XX ELECTRODES. ONLY PREUUALIFIED 1E05 (A5 REPINED BY A.W.S.) SHALL BE USED. YELPING OF GRADE 60 REINFORCING BARS (IF REQUIRE)) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E1OXX ELECTRODES. YELPING WITHIN 4" OF COLD 55505 IN REINFORCING STEEL I5 NOT PERMITTED. SEE RF-INFORCIN6 NOTE FOR MATERIAL REQUIREMENTS OF YELPED BARS. HOOD 26. FRAMING LUMBER SHALL BE KILN DRIED OR MC -19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO 11. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: J015T5: (2x MEMBERS) HEM -FIR NO. 2 MINIMUM BASIC DESIGN STRESS, To = 850 PSI, Fv = 15 P51 (3x AND 4x MEMBER) BEAMS AND STRINGERS: (INCLUDING 6x AND LARGER MEMBERS) POSTS: (4x MEMBERS) (6x 4 LARGER MEMBERS) STUDS, PLATES, LEDGERS 4 MISCELLANEOUS LIGHT FRAMING: NOTE HEM -FIR NO. I MINIMUM BASIC DESIGN STRESS, TA = 950 P51, Tv = 15 PSI DOUGLAS FIR NO. I MINIMUM BASIC DESIGN STRESS. Fb = 1350 P5I, Fv = 85 P5I HEM -FIR NO. 1 MINIMUM BASIC DESIGN STRESS, Fc = 1300 PSI, E = 1500 K5I DOUGLAS FIR NO. I MINIMUM BASIC DESIGN STRESS, Fc = 1000 PSI, E = 1600 K5I HEM -FIR NO. 3 OR STUD GRADE MINIMUM BASIC DE5I6N STRESS, PS = 500 PSI, E = 1200 K5I Fc = 125 PSI FINGER JOINTED STUDS MAY BE SUBSTITUTED ONLY IF THEY MEET PRESCRIBED STRESS CRITERIA. NOTE WHERE NOTED ON THE PLANS, PLATES SHALL BE DOJALAS FIR N0. 3 OR STUD GRADE. 21. ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED WITH AN APPROVED PRESERVATIVE. PROVIDE 2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. 28. TILER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, A5 SPECIFIED IN THEIR CATAL06 NO. C -96. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER 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 CONNECTOR 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 HEAPS AND NUTS OF ALL BOLTS AND LA6 SCRS''S BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED ARP THE SAME SRAM ( MINIMU'+) A5 MEMBERS CONNECTED. ALL JOISTS AND MULTIPLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U° SERIES JOIST HANGERS. 21. WOOD FRAMING NOTES: THE FOLLOIIN6 APPLY UNLESS OTHERWISE 5140WN ON THE PLANTS: 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 -0 OF THE UNIFORM BUILDING CODE AS SHONE IN DETAIL _/5_. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL GRAWIN65. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS SEARING ON WOOD. INSTALLATION OF LAS BOLTS SHALL CONFORM TO UBC SECTION 2331.1.2 I INSTALLATION OF BOLTS SHALL CONFORM TO UBC SECTION 2336.1.2. B. WALL FRAMING: ALL STUD WALLS SHOW AND NOT OTHERWISE NOTED SHALL BE 2x4 STUDS U Ib 'ac. AT INTERIOR WALLS AND 2x6 m 24'oc AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE ND OF ALL WALLS, AT EACH SIDE OF ALL OPENINGS, AND AT THE ENDS OF ALL BEAMS AND HEADERS. TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR SOD COLUMNS SHALL BE PROVIDED THROJMH FLOORS TO SUPPORTS BELOW. ALL STUD WALLS SHALE.. HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT. 12 °o0 STA66ERED OR BOLTED TO CONCRETE WITH %' DIAMETER ANCHOR BOLTS (EMBED 1') S 6' -0 "oc UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBENS OF BUILT -UP STUD POSTS SHALL BE NAILED TO EACH OTHER WITH I6d m 12'oc STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE BRIENIN6 S 8' -0 "oc AND SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TT I6d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANO I:5 IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH I6d m 12'oc STA66ERED. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 8d NAILS S b'oc TO FRAMED PANEL ED6E5 AND OVER STUD WALLS AS SHOWN ON PLANS AND A 12'oc (10'oo AT FLOORS) TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS /TRUSSES AT UNBLOCKED ROOF SHEATHING ED6E5. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE- AND -GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOY 5' SPACING AT ALL PANEL ED6E5 AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH I6d S 12'oc UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR AND ROOF DIAPIARA6M5 PROVIDE FLAT 2x BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL WITH EDGE NAILING SPECIFIED. D. NAILING, ALL NAILS SPECIFIED ON DRAWINGS WERE DE516NED TO BE COMMON. PNEUMATICALLY DRIVEN NAILS OF THE SAME LENGTH MAY BE SUBSTITUTED FOR COMMON NAILS PROVIDED THEIR NUMBER 15 INCREASED (SPACING 15 DECREASED) IN PROPORTION TO THEIR DIAMETER ACCORDING TO THE FOLLOWING FORMULA: 5' = 5 x (DI;D2 NAILS COMMON DIAMETER 5' = NEW REQUIRED SPACING 5 = DE5I6N SPACING SNO'N ON THE DRAWINGS DI = DIAMETER OF SUBSTITUTED NAIL D2 = DIAMETER OF COMMON NAIL SHOWN IN TABLE AT RIGHT I EXPIRES ,,,,,ss ad 10d 12d I6d 0.131" 0.148' 0.148" 0.162" ; :IY OF TL'A „ /L: APPROVES JUN 3 L907 18 24 3 Appored ay TRL Job... 97 -25 -02 Desigted EAU x SSE 01011 Dae 3/21/97 ISSUED FOR BIDS - FOR CONSTRUCTION 6 12 r 1JLT - X NEN INF 1 t / 4 r D 1.,_ • 17/52 WHERE OCCURS NBBJ PLAN VIEW 0 CORNER 111 South Jackson Street Seattle, Washington 98104 (206) 223-5555 Fax (206) 621-2300 1 7 EMBED Vx12'x(-0 --- NU (2) 1 /2 , 1 , x 5" YELPED STUDS 0 4'oc (TYP EA PAVILLION 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>-- typ wek_ 13 14 CONT. BENT T. SEE ARCH. SEE ARCH. NEW TS 3 E he' CONT. BENT It n o 7si t EXIST. T5 COLS. PER PLAN (CONTRACTOR VERIFY) 46"43%2'40'-3 SPLICE. LOCATIONS BY CONTRACTOR 28/52 6 (CONTRACTOR VERIFY) VEIN 15 3 (@ COL. LINES ONLY) NEN TS 3 xl'6,(43 )e COL. LINES ONLY) 2'6 1f. O'456"4314" EACH END HEN TS 3 ABOVE N BELOW T5 COLS. PER PLAN N T5 3V2x84x4 CAL INEIN TS 31/2x5 ; ABOVE N BELOW C. 26/52 ) 3 9 15 typ> , - SLOPED T5 BEYOND SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON 4 4,<3 x 0 - C-1" LLV MIDWAY - T5 Si INHERE OCCURS NIL ST/IN TS 5/2 NI/ (2) 'N2"0 THRU-BOLTS • Coc IN 1 SLOTTED HOLES 4x BLOCKING -- CONN. PER CONDITION SOWN. . TV DIN" 5/52 4 4x5 BEYOND EXIST. STUD — 1 FRAMING A 6'oc 1 1 F typ> tHP> EMPIRES 1/22,42 CONDITION @ TV 3 4 28 FOR CALLOUTS IN GOMMON SEE 29/52 EXIST. STUD PALL FRAMING 0 24oc 4x4 BLOCKING NV (2) A34 11 (4) 164 FACE NAIL, EA. END 4 4x5x% x 0-9 LLV (2) iN2'4 TAR) BOLTS 0 6"oc TS 3 TYP U OXL - Ti6 TS 3 WHERE -- OCCURS 4 (3' CONT. BENT It SEE ARCM_ (4) 9 4 DOWELS ,---EXIST. TS 1 COLUMNS TIP. Descripeon of Re.ices " — '4" CONT. BENT FL SEE ARCM_ 6 I ! < TS 31 PER PLAN NOTE: THIS CONNECTION OCCURS AT SKEWED HALL 6 WALL CORNERS. CONTRACTOR TO VERIFY EXIST. PALL FRAMING CONDITIONS TS 5V2x PER PLAN EXIST. PLYWOOD SHEATHING. REMOVE AND REPLACE AS REQUIRED FOR CONN. 9/52 ) PRE-CAST CONG. CAP PER ARCH. 0 EV Ityrffl. 1 9 0 d -',---- i, ,1 '''' (2) 9 4 EA. NAY k - ',i • -,N 1 - / --NT 4x29 (GUT WEB PER ARCH.) TYP. OF (5). SEE ARCH. FOR LOCATION. - Cl2 PER PLAN 5 G 10/52 TYP. ENTRY PAVILLION COLUMN 29 typ, fE. to TS T5 31hx BEYOND 4x4 BLOCKING PER 5/52 , EXIS mN e 24o EXIST. gA Vx3V2"x0'- 24'oc IN/ (2) V2"0 TAR) BOLTS 0 6"oc. IN SLOTTED HOLES, TYP. A EDGE , OF SOFFIT : eo E — 5 — 5/52 EXIST BLDG Cl2x20.1 7YP. (4) SIDES TA" SHAPED PLATE PER ARCH _ %./ 3 1 7 sic 42c2c)ScO'-O " T5 36,3 25/56 ) 26/56 ) ENTRY PAVILION - FRAMING PLAN 24 1 I L.11 APPTAALD Sheet TA BRIDGE FRAMING PLAN & DETAILS PAVILLION PLANS & DETAILS EXIST. 1 " PLYWOOD SHEATHING. REMOVE AND REPLACE AS / REQUIRED FOR CONN. 15/52 JUN 3 1997 Sheer NIA. EXISTING BUILDNG — TS 3%2 BEYOND (3) LOCATIONS - SEE ARCH. 12 TYPICAL BRIDGE PLAN ci APR 0 3 1997 PERMIT CENTER - CHANNEL PER PLAN • TS 3 --- BENT FE. S2 - T5 5505x54 TYPICAL (4) CORNERS 25/52 lb 18 A 29/52 Al)) LOCATIONS - SEE ARCH. 4 rA ENTRY PAVILION - FOUNDATION PLA side 3/4" = U.N.O. Approved By TRL Job Wrioet 97 Dangled CAD Drove, Sop Chcked DV o 3/21/97 ISSUED FOR BIDS - • e FOR CONSTRUCTION NBBJ 111 Sourh Jackson Street Seattle. Woshingion 98104 12001 223 -5555 Fax 12061 621 -2300 • 720 OLIVE WAN • SURE 1 1 00 SEATTLE, WA 98101-1E53 FAX 206- 667 -0664 PHONE 206 - 667 -0566 S O U T Y ©C E N T E C O P O T E S I II U H W, R E T M IL& W SHINE T ,N C -4-120V CONTROL POWER--4. EXTERIOR LIGHTING POWER 1. UGHTS ARE OFF DURING DAYLIGHT HOURS AS SENSED BY PHOTOCELL 2. LIGHTS ARE ON DURING DARKNESS HOURS AS SENSED BY PHOTOCELL 3. LIGHTS ARE MANUAL CONTROL., BY H-O-A SMRCH. EXTERIOR LIGHTING CONTROL DIAGRAM — TYPICAL NO SCALE L —NIDAA 3R EXTERIOR LIGHTING CONTROL CAS TO EXTERIOR POLE FIXTURES iC 4 - (SEE SITE PLAN) "-1 Fo rtNTROL FIVIINONT 0--I I-. T 1 H -O-A 3-PONTKMI SEL SW. 10A CR CONTROL RELAY. 10A LC LIGHTING CONTACTOR, 30A PC PHOTOCELL IqL A 0:F IAjoRK i III I II I 1 TYPE OA TYPE B TYPE E FLAG NOTES © PROVIDE CANOPY FRAME UGHT FIXTURES TYPE OA EWPTIPAR, 175W NH. PROVIDE 1/2". 200 N /12G TO 277 PANEL LA. PROVIDE 20A CB IN LA AND WIRE YA UGH TING CONTROL PROVIDE POWER TO ADDRESS COLUMN UGHT FIXTURE, TYPE B. © PROVIDE 1/2"2/10 & /12G TO 120V PANEL PA. PROVIDE 20A CB IN PA AND WIRE MA UGHTNG CONTROL SEE ARCHITECTURAL DETAIL REPLACE EXISTING RECESSED DOWNUGHTING IN WALKWAY /SOFFIT WITH NEW UGH11NG FIXTURE TYPE E MATCH EXISTING VOLTAGE. REMOVE EXISTING SITE LIGHTING POLE AND CONCRETE BASE. PROVIDE PULLBOX AND SAUCE CONDUCTORS TO MAINTAIN CIRCUIT CONTINUITY. © REMOVE EXISTING UGHYNG IN WALKWAY. © REWIRE ONE 3 POLE CIRCUIT TO MDR FROM PANEL LA. PROVIDE NEW CB IN PANEL MDP. $YMBOIC I1st 4 0 UGHTING FIXTURES SWATCH 0 +48' AFF (5 DUPLEX RECEPTACLE 0 1D AFF O EQUIPMENT CONNECTIOIN. ▪ FUSED SWITCH, HEAVY DUTY ✓ TELEPHONE OUTLET • SMOKE DETECTOR ® HEAT DETE..TDR RACEWAY CONCEALED IN CONSTRUCTION RACEWAY CONCEALED UNDERGROUND I OTHTING FIXTURE SCHFIXLI • - CONFIRM MANUFACTURER: ABOIJTE PET- P- 32 -PL- 120- WHY -WL LAMP: 32W PL FLUORESCENT SIZE: 11 -3/8" HIGH X 5 -3/8" WIDE FEATURES: WET LABEL. CAST WARD, FURNISH WITH REMOTE BALLAST AND WET LABEL RECESSED BOX FOR THE REMOTE BALLAST MANUFACTURER: INDY 706R -B1 -SA LAMP: TWO (2)1BW QUAD TUBE FLUORESCENT SIZE: 6" DIAMETER X 5 -3/8' DEEP FEATURES: CLEAR ALZAK REFLECTOR, DAMP LABEL f1FNFRAI NOTES 1. PROVIDE ALL ELECTRICAL WORK AND ELECTRICAL DESIGN FOR A COMPLETE AND FULLY OPERATIONAL INSTAL,ATION. 2. CONCEAL ALL RACEWAY IN CONSTRUCTION. 3. CONFORM TO ELECTRICAL CODE, STATE OF WASHINGTON AND CITY OF TUKWILA. 4. OBTAIN ELECTRICAL PERMIT(S) AND INSPECTION(S). 5. PROVIDE AS -BUILT ONE UNE DIAGRAM, AND AS -BUILT ELECTRICAL LOAD CALCULATIONS AND ENERGY CODE CALCULATIONS FOR EACH BUILDING AS REQUIRED BY PERMIT AND INSPECTOR. 6. PROVIDE OUTDOOR LIGHTING CONTROL IN EACH BUILDING CONSISTING OF ONE PHOTOCELL ONE TIME CLOCK, CONTROL RELAY AND CONTACTOR PROVIDE WIRING OF FIXTURES SO UGHTS 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 MANUFACTURER: EWTIPAR LARGE HID, M- 454 - 0175- S -06 -•- VISOR -OV LAMP: 175W MH SIZE: 1B -1/4" LONG X 14 -7/B" WIDE 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 J U PI 3 19,' RECEIVeo APR : PERMIT CENTER PECEIVE S CITY OF TUKWILA APR 0 3 1997 DetigedspD U : spa CU I d DOC Do. 3 -31 -97 PERMIT CENTER 4 BUILDING 2 2 STORY F.F.=22.50 10,921 S.F. r7V BUILDING 4 2 STORY F.F.=23.50 10,803 S.F. _ I . BUILDING I 2 STORY F.F.=22.50 10,708 S.F. :7 BUILDING 12 2 STORY FE. =24.00 10,845S.F. CB #37 I LCHA 1 NL I NK FENCE LINE fp p 4110 Mi■'*k 10" SD BUILDING 3 2 STORY F.F.=23.50 10,709 S.F. C3E(1 ISS,TALLTPUBIE .CHECK DETECTOR z p it? Vqsr. itATTFR VAULT ! o i2t- WATBR METERS / ..sLUJSEV' ' 1 1 1 1 1 H BUILDING 10 2 STORY F.F.=24.00 10,807 S.F. .13 2" WATER SERVICc, 7_7 1» WATER METER CB _TYPE 1— 1) C,-Wa_ l METER -- Ilk TYPE T PROP ,I1W EX. T • 16 GE 1E= 420 2" 15"s 3 ▪ I I :III! 1 ,.j C--rt c - 44 8' SD E 4ERV. 5- WATER MTERS! 7 3, 1%;/- 5- 2 LCES wPE9i Ill Ml IY E 16 i _ .) ,r1 _ ce Tx,rx: c) Car 24 _2, I 1 C T S YPE S'' fl;5t _ BUILDING 5 :.; GE=22.33 2 STORY BUILDING 6 F 2 STORY 0 . = 1 G i. FIO.F,8--5244•S°.°F. 1 F. 2 S.F. 514 - --CB 9 • TYPE ITT:MN EX. YPE /6 DEPTH: 4.33 CB #28 ';' ,._.,. TYPE- 1-54" EXTTYPE 1SII OE=22.28 _ LE=17.51-8N ., • — BUILDING 8 2 STORY 10,865 S.F. 30A YPE I it,r elsekt BUILDING 7 2 STORY F.F.=24.00 10,833 S.F. BUILDING 9 2 STORY F.F.=24.00 10,819 S.F. IX" W TER METE CB #7 CB TYPE 15 -- Y" DEPTH: 2.08! - r / ! - / . / 36" SD . . CB 12 - - TYPE 1 CB #18 EXISTING TROP TEE TYRE II , ; ; CB 19A TYPE I 276.44' BUILDING II 2 STORY F.F.=24.50 17,062 S.F. CB #23 YPE I 69.00 45.00' AFFIC GNALS PU T.I W UM , 11.1919971,3,. POINT a= BEGINNING FOUND LEAD PLUG AND TACK, 1.04 WEST OF TRUE CORNER Feu,. I/2" IRON ROD WITH YELLOW PLASTIC CAP - 15C. 0.52' EAST OF TRUE CORNER ELECTRIC CONDO/ r\s/DEWAL FOUND 1" IRON PIPE WITH YELLOW PLASTIC CAP. 0.05 NORTH OF TRUE CORNER FOUND 1/2" IRON ROD WITH YELLOW PLASTIC CAP 'SIM', 0.11" EAST OF TRUE CORNER Sr88 E S014729" 1,3" WATER METER CB #6 523.90' ADDRESSES BUILDING #1 BUILDING #2 BUILDING #3 BUILDING #4 BUILDING #5 BUILDING #6 BUILDING #7 BUILDING #8 BUILDING #9 BUILDING #10 BUILDING #11 BUILDING #12 1_,51 11 . 3. PARKING SPACE COUNT: STANDARD COMPACT HANDICAP 76;1. 483 21 4. VERTICAL DATUM: NGVD 1929 5. PARCEL CONTAINS 17.45 ACRES 3 13.3" WATER METER 30" SD 0 501 SEC 26, TWP 23N, R 545 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 565 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 575 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 555 ANDOVER PARK WEST TINWILA, WASHINGTON 98188 625 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 645 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 655 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 635 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 665 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 360 CORPORATE DRIVE NORTH TUKWILA, WASHINGTON 98188 375 CORPORATE DRIVE SOUTH TUKWILA, WASHINGTON 98188 370 CORPORATE DRIVE NORTH TUKWILA, WASHINGTON 98188 CB TYPE IV 54 SIGN FOUND 1/2' IRON ROD WITH YELLOW PI ASTIC CAP . S&A", 0.17' EAST OF PROPERTY UNE GENERAL NOTES I. SUBJECT PARCEL IS ZONE X = OUTSIDE 500 YEAR FLOOD PLAIN PER FIRM MAP 53D33CO328D 2. BULDING SETBACKS PER CITY OF TUKWILA: FRONT = I5 SECOND FRONT = 15, SIDE = 10, REAR = ID 6. All construction and materials, unless otherwise specified, shall be In accordance with the City of Tukwila Standards and Specifications the 1996 Standard Specifications and Standard Plans for Road, Bridge, and Municipal Construction, english version as prepared by the Washington State Department of Transportation and the American Public Works Association. The Standard Plans (current edition) and the 1996 Standard Specifications shall be maintained on site during this contract. Section 1-01.3 Definitions, the term "State" and "Contracting Agency" shall be amended to read "Owner". ANDOVER PARK WEST EX. TYPE 15 GET22.20, 4E=1 SO1'47'29"W . . . CB #17 1 TrEl /pi ! SCALE 5o 100 • ( FEET ) 1 Inch = 50 ft. CONTACT C. C I 8" SD B lb LOWE ENTERPRISES NORTHWEST, INC. ONE UNION SQUARE 600 UNIVERSITY ST. SUITE 2820 SEATTLE, WASHINGTON 98101 RON M. GREENE TUKWILA OFFICE (206) 575-212G FAX: (206) 575-1198 e-mail ronmgreenetkol.com CB 1322.34' 36" SD 377.00' 522.00' 200 8" SD I ; I _el, CB #15 TYPE 15 B 4. /CB #.33 I II ED i 12.4517j1;215EHH.I.Tir_i'LLLIILt r-- — 1290.30' VICINITY MAP NTS. ' CB_J120 1 TrPE r`; ; ; -1- 4-• 0 CI #21 TYPE I FIRE HYDRANT ••- AUTO FIRE CONNECTOR DI WATER VALVE B WATER METER • POST INDICATOR N- WATER BLOWOFF --W-- WATER PAINT MARK )::(;--1:::1 UTILITY POLE W/LIGHT E GUY ANCHOR Unu, POLE C PO4/ER METER 0 POWER VAULT ri POWER TRANSFORMER Efl TELEPHONE VAULT O TELEPHONE RISER TELEPHONE MANHOLE LEGEND — T — TELEPHONE PAINT MARK 11:2 GAS METER I GAS VENT —0— GAS PAINT MARK 0 CATCH BASIN (13 STORM MANHOLE -- -SD- - STORM ONE O SEWER MANHOLE fg JUNCTION BOX • FOUND BRASS GAP MON. IN MONUMENT BOX (=,, FOUND MONUMENT AS NOTED EVERGREEN TREE •=r 35.05' DECIDUOUS TREE CONCRETE WALK 30.00' 01 30.00' CITY OVTIPINILA MAY 2 0 1997 PERMIT CENTER APPROVED: CITY OF TUKWILA DATE SHEET C 1 El SEC 26 TWP 23N RGE 4E W.M. CONSTRUCTION NOTES: WH P A C I I C 3025 -112th Avenue N.E. P.O. Box C -97304 Bellevue, WA 98009 -9304 Phone: (208) 827 -0220 Fax: (208) 822 -5341 FRAME & LADDER OR STEPS SAWCUT TO REMOVE EXIST PAVEMENT, AS NEEDED ALL ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH OFFSET. SEE NOTE 5. FRAME REPLACE WITH: & COVER ELEVATION PER AS AMMEN D RECORD DRAWINGS 2 CLASS B ASPALT \ 6" COMPACTED S. T.C. C. 2. REMOVE AND DISPOSE OF OFF-SITE THE EXISTING CATCH N 1.5 DIA. a - BASINS. N-1 1� I In 3. OUTLET CAPACITY:: NOT INLETS. 1 11111I111ilO11111P 4. METAL PARTS: CORROSION -- I - STANDARD GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1. STEEL LADDER /STEPS 5. FRAME & LADDER OR STEPS OFFSET SO SEE DWG. NO. 39 KCRS A. CLEANOUT GAT'- IS VISIBLE FROM TOP. II SEE SPACING, TYP.) B. CLIMB -DOWN SPACE IS CLEAR OF RISER 8" - CLEANOUT GATE: SHEAR AND CLEANOUT GA GATE WITH CONTROL ROD FOR CLEANOUT C. FRAME IS CLEAR OF (ROD BENT AS REQUIRED FOR VERTICAL 6. IF METAL OUTLET PIPE CONNECTS TO CEMENT ALIGNMENT /W COVER) ,-STANDARD LADDER STEPS CONCRETE PIPE: OUTLET SEE KCRS DWG 53 O.D. EQUAL TO CONCRET COUPLING TO MIN. EX. PIPE LOWE ENTERPRISES SOUTHCENTER CORPORATE SQUARE V 7 DETAILS TUKWILA WASHINGTON SCALE: PROJECT NO. DRAWING FILE NAME: 3 -1905 -0102 L9050T01. DWG OUTLET C.M. PIPE SEE NOTES �� IP EX. INLET C.M.PIPE , r 7. ELBOWS SHALL BE CONSTRUCTED OF 16 GA. � OR PIPES � � 54" TYPE II CATCH BASIN CORRUGATED ALUMINUM W117-I SMOOTH-ROLLED SAME AS EXISTING PIPE SUPPORT(S): ----- v-� 3 GAGE BOLTED \ OR IMBEDDED 2" IN : - • I 5052 H32 ALUMINUM PLATE ON OUTLET LEO. � ? 8. ALL JOINTS SHALL BE SHOP 8" - SHEAR GATE - NI o FT A /A PLAN VIEW CB TYPE 11 - 54" ^ WALL AT MAX. 3" 1 SUPPORT. MIN ONE DIAMETER EQUAL TO OUTLET PIPE ", \ it 1 (12" OR 15 PER PLAN) CB TYPE II - 54 CB'S ; 13 24 28 30 38 31 43) c CATCH BASIN TYPE II - 54" SECTION C . ) ***"' \TYPE H -54» FROP -TEE OIL /WATER SEPARATOR 1 D 0 - - SPECFF CATION SHFET•MODEC-856 �, - 0 �- r IN D' OF HYDRANT ..-.4- r7a2C® Backflow DOUBLE CHECK DETECTOR ASSE+ :'1 = t. 3 SHACKLE RODS WITH STAR BOLTS AND ASP 2. 4 MIN. D.I. CLASS 52 PIPE. 3. PRECAST CONCRETE VAULT WITH HINGED STEEL PLATE COVER, DIMENSION TO VARY WITH S.ZE OF ASSEMBLY. 4. O.S.HA APPROVED LADDER IF OVER 30' DEEP. S. PIPE SUPPORT STAND UNDER EACH CHECK VALVE. . COR BRONZE BYPASS WITH AN APPROVED . 3/4 PIE WATER OR METER. 8. APPROVED DDCVA IN AWN LINE WITH TWO RESILIENT VALVES AND TEST COCKS. 10. 10 8 6 OR 4 0.1. CLASS 52 PIPE LEI g, 10 , 8', 6 OR 4' COUPLING ADAPTER, FL T INDICATOR VALVE. 11. GROUT INTERIOR AND EXTERIOR ALL AROUND PIPE 13. FLANGE TEE ASSEMBLY SIZED V ACCORDINGLY POS 9 L CLASS 52 PIPE FL•FL 15. FLANGE: OR 6 0. t6. 4 OR 6' 90" BEND. FL 17. 4' OR 6" 0,1. CLASS 52 PIPE, FL•FL 16. 6' 90' BEND, FL 19. UL LISTED 5' STORT2 CONNECTION WfTF1 30 OR 45 DEGREE ELBOW. 20. 6' 0,1. CUSS 52 PIPE LENGTH AS REQUIRED FL 2 6' 90' BEND FL. 22. SWING TYPE GRAVITY OPERATED CHECK VALVE WID-I BALL DRIP VALVE TO BE INSTALLED HORIZONTALLY. nETECTOR norm a C.RRCK AND VAULT ARCEMBI 1 • BACKFLOW PREVENTORS SHALL BE FEBCO M806 2. CLT BASED ON 512E OF APPARATUS AND CLEARANCES VAU. 3 • A SEPARATE DETAIL PLAN FOR VAULT INSTAUTIOA AND SPRINKLER UNE MUST BE SUBMITTED AND APPROVED BY THE FlRE MAR'. kAu. PROIR TO INSTALLATION. a. MINIMUM APPARATL/S SE SIZE SHALL BE 4'. 5. VAULT SHALL BE SEALED TO PREVENT WATER LEA 6. LADDERS SHALL BE REQUIRED WHEN DEPTH FROM IOR OF VAULT EXCEEDS 30'. INSTALLATION OF ALL LADDERS PUA aCE TO O.S.HA 7. LOCATE VAULT IN PLANTING AREA AND NOT IN P/ APPROVED BY THE ENGINEER. B. FITTINGS SHALL 8E IN ACCORDANCE WITH ALL AP, TS OF . . /"w ' A'WA CiiD A2T.iu AND CEMENT UNEO (SEE APWA le AVAVA). / 9. PIPE SHALL PORARY S RTILE IRON MEETING SUPPORT SHALL BE PROVIDO ED ANSI UN O21. UNED. TEMPORARY 10. MUPED DEF : INSTALLATION. AFTER COMPLETE INSTALLATION INS TALL PERMANENT PIPE SUPPORT STAND. 11. PROVIDE BALL DRIP VALVES ON F.D.C. CHECK VALVE BOTTOM OF F.D.C. RISER. UPON INSTAL OF 12. FIRE DEPARTMENT CONNECTION TO BE PROVIDED IRTZ CONNECTIONS AND TWO 30 DEGREE ELBOW. 13. ALL UNDERGROUND PIP= ING TO BE INSPECTED, FLUSHED, 'TED IN THE PRESENCE OF AN INSPECTOR PRIOR TO COV TO THE OVERHEAD SYSTEM. 14. INSTALLATION, BACKFLOW PREVENTION ASSEMBLIES TESTED BY A CERTIFIED TESTER AND ALL TAIL BE PERFORMED COCKS ARE ' THE TEST. THEREAFTER, ANNUAL TESTS SHALL SE, AND COPIES OF TESTS RESULTS SHALL BE PROVIDED. 15. CONCRETE VAULT SHALL HAVE ONE 4••4' OR TWO ZINGED DOORS. . 1 a Prevention Iii i 111tH - STORIT l I' e� 1 � I 'I Characteristics '"--/I. r' `.,,,_J U.S. Patent No. 4.989,635 Physical Properties 2' MIN / ; Om '4, 5\ / �i - /" ' a O Size of Main.) 2 3. 4 6'. 8" O , �` �V i ' D Max Working Pressure 175 PSI l'�� I I O '-- la 4)--- 3 II � e° ■uN, Iq• MIN II • II 4• NIN. O In c•. i m® � � i • 4�� x, /�► h ./ � // / / � / r' � - ; ,;,r,., J I ;� I Hydr ostati c Test P ress. 350 PSI ( Temperature Range 32° F to 140° F y \ \ = . T (0 1; :O 6D° C) 1 L i 'I R+ ��� _ ` . 1, ` �. rtJ \ \J End Connections Flanged ANSI Bt6 1 � � Mlta ' "" ® ® Class 125 - _� ��� rl ` `'' , �, 2 2 - � I I � I�I I.,., 11„0 �,_I I ... L - "- , •• ' . 9 r BEND. ; �_ _ -u - \ �\ _ 1, \ - I .� ®� ®•" (rl"� B Materials MODEL WS DOUBLE CHECK DETECTOR ASSEMBLY Main valve Body Ductile iron ASTM 0636 Grade 65 -45.72 Agency Cimpliance Coating Fusion ep oxy coaled internal • 9 • ASSE Listed (Std '0 and external • ANSIIAVVWA Conformance ( C510 -89) / --- ro eUILDINC A AWvVA 555090 • CAN /GSA (B64 5) O 0 - Shut OH Valves OS 6 Y reslllent wedge • FM Dimensions and Weights NET 314" Bypass for Model 856 AWWA C509 • 0L C gate valves • 4" and 6" (Horizontal and Vertical) Approved `. SIZE A B , D E WT. (Leer L Trim Bronze ASTM 13584 I I 1 2' MIN. 2 i2" 40 3/4125 to Foundation for Cross Connection Control and h... 16 318 1 10 1/a � 13 3181 2180 - - Alloy 083600 Research at the University of Southern Cellfo n c eW uh __am O 'v.O L y . 6 a,9 ?��191�,J.1 n Y ,45 5 0 1 3 41 7/81 25 5/8 114 10 1/41 13 3181 228.0 Elastomer Discs EPDM • 8 in Horizontal Configuration ONLY 4' 1481/41 28 23 V4 10 1/41 14 327.0 Sprin Stainless steel Approved oy the Foundation !Or Gress Connacl:c- 6 56 3a 3la 3t t/8 13 15 I 509.0 _ - _ Control and Hydraulic Research at the Universe,. Application C PLAN VIEW 8' 6> �a137a 373f4i 155/8 Southern Califomla is OJa� 789.0 ��' /p meat C _ � Non - Health Hazard Fire Sprinkler Systems A,•J,laiima °cas rot a•aae a aNtinelien eoMaan vsNCa: a "° ,�� no „zema:.�slal:auoa.. "'With OSBY Gale Valves (Full Open). HAS Dimensions are nominal Allowan.5 MUM be mace Model 856 Flow Curves 'or normal manu`actunrg tolerances. t5 2 +n and 3" Materials 'al Ii. - 0 ELBOW DOWN ■ 36' -aB 30• - 45' BEND �''' or Construction _ . ,..�°. ". +aay.,s c 10 r u..¢aais ,r w II����� - 1 ate- t I / /1 _a"„c• ever ays ca ssu.,: M, e.en„ esesu•rcwxa « lco+ la,m., r.e 5 :, on TI.. z lawn ," z; ' 'AI SS • n i.s i n.ru • e+v * =e •- j „m.aaw _ seesesese,_ �v am == �' � ��==®,°•'� deeb'i'r`���� _ '��-6' 1 �� �„•,`, it ,I • ( = � � . �4. I I •' 1 - • 3 LL • ` - • e ^� _ - 1 �����ip+ �� ����� > ♦ II� i F \ addvl � � p I II - _ END VIEW SIDE VIEW , ei•AZOVCVe:. •a .. l ic e ...; ' evo «rsru ersoo w " BL•a:trONe:� :. > a..w a...•s .m,v. ",., p w.« lese�sa evaw, a.e s,.., so+ ;oi„asu., 40 0 pp 1W 2 a 0 - 310 400 NO M 4" and 6" GPM \•• �itl: Alt Vii '_ • • Srw 0.33 •) s ✓ a N•ee �,•, c:e sez ss s O., - is E•°«rsi a eaou .sruornc a ,,.m « 10 ����o��,. C,�MBEMtoi1=1==a� rte ® � �� = =Z� II NOTES: T. DE FOR 4" THRU c:• «. o.. .,, 7 FO "c..ue ca..s ..• __ -Gi'.'S' �"�•�'�' -i91 �I� L II - GPM BY: MJS CHECKED BY: REVISION TYPE II CB —PROP ADDED x•ss a. c.� " m 5 - __ � 'l - - 2000 12' MIN• - 3 e >•^se ese•u" cstm. s � v ss ' :o 's,mac an s rrA ai ss c.z • „as "m .s,3..a.,1,ss ..• cuwa = c lase•. ercvmo Groin + s :u ozw 0 4 ���° : 1 200 160 ,ae ,s-.omw 5 6' a MIN. 10 DDCV. w ri,, lemw cw. e�we eas u °, zso = =���:.e� e.'�"..��'r.�� °e' .2. ∎�C .+ a e �� ) sroere a.," ese•uarenae lase...°ressslr +i., . " v.m w a...• a a..,o.cswo °- to i i • °I 2 . SEE ATTACHED NOTES �QMPACTED FOUNDATION oti 1 a � : City O )wila = ° C f k F y S Tukwila ®y LISTING & DOUBLE CHECK & ASSEMBLY NOT ,. rM 2 =1......... ° �� ` ''�' - E0M�'� .� AND MATERIAL LISTING. 5 / fEBco � Backflow 0'� _ = GRAVEL UNDER VAULT MODELS. =__ Prevention -•• 4 == VERTIC INSTALLATION s a° ao DATE: 11/22/96 ws -11 NOTE . 4 v so3 woo 500 lox 2500 GPM ° ♦ 'MB Industries, Inc. - Core Fluid Control Group • P.O. Box 8070 • Fresno. CA 93747 • Fax: (209) 4539030 'a DETECTOR DOUBLE CHECK VALVE } m i, A c = City of Tukwila 5 656 5196 856.1,16 ASSEMBLY AND VAULT N et b ao•ia • �~ = af '�„ r WE -T 1 L6f61/E 3100 B • ' ° eJe ,4 ° � s DATE: 1 t/26/96 c1n of T RECEIVED uKWIa APPROVED: s MAY Z 0 1997 PERMIT CENTER DETECTOR DOUBLE CHECK VALVE DETAILS SHEET ("L I fa CITY OF TUKW LA DATE 1 2 3 4. 5 - 6 I 7 I 8 C. SECTION, TOWNSHIP,