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HomeMy WebLinkAboutPermit D97-0108 - SOUTHCENTER CORPORATE SQUARE - BUILDING EXTERIOR AND LOBBY ENTRANCE UPGRADE■r City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 or the pp deve1opmen Signat DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 262304 -9075 Address: 555 ANDOVER PK W Suite No: Location: BUILDING 4 Category: AOFF Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: N/A Wetlands: .0 South: . Sewer : N/A Slopes: N Permit Center Authorized Signature ._ Permit No: Status: Issued: Expires: Streams: (206) 431 -3670 D97 -0108 ISSUED 06/03/1997 11/30/1997 Occupancy: . OFFICE UBC: 1994 Fire Protection: SPRINKLERS East: .0 West: .0 Contractor License No: UNIMACC066DM OCCUPANT SOUTHCENTER•CORPORATE SQUARE 555 ANDOVER PK W, TUKWILA WA 98188 OWNER SOUTHCENTER SQUARE Phone: (206)575 -8500 C /0 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 ************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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. . SAL Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No:. Size -(in): .00 'Flood Control Zone: N Hauling: N Start Time: End Timer Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N . Private: N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *k TOTAL DEVELOPMENT PERMIT FEES: $ 1,313.78 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** _g s1A Date : (O 3 f 1 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 ormance of work. I am authorized to sign for and obtain this permit. Date: - ( IL 2 -L_________ Print Na 1 c� �� e 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 Value of Construction: $85,000 Site Address: 73ClfI -P //44 Feef/a City State /Zip: 555 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 be determined) Phone: Street Address: City State /Zip: Fax #: Architect: NBBJ ( Steve McConnell) Phone: (206) 223 - 5245 Street Address: City State /Zip: 111 S_ .Tar•ksnn Strppt. Spattlp. WA 98104 Fax #: (206) 621 - 2304 Engineer: CPL o P (206) 343 -0460 Street Address: City State /Zip: 217 Pine Street suite 520 Seattle WA 98101 Fax #: (206) 343 - 5691 Contact Person: Ric Anderson Phone: (206) 623 - 0200 Street Address: City State /Zip: 600 University Street, #2820, 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 ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel n Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel n Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes El no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes a no Existing fire protection features: iSi sprinklers ZI automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 70,000 existing Area of Construction: (sq. ft.) 4 0 0 SF & bldg exter i s Will there be storage of flammable /combustible hazardous material Attach list of materials and storage location on separate 8 1/2 in the building? ❑ yes X no X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUl''WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 ProjectNum Permit Number:, "f t v i v p Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current tee 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. 1 Date application acce Date application expires: PLEASE SIGN BACK OF APPLICATION FORM CrPERM!T.DOC 1/29/97 Application taken by: (initials) p BUILDINq.DWNER OR AUTHORIZED GENT: Signature: /�c / ` , /, f I , _ �(` a / � / � ,) f Date: 1193 � Print name: i Phone:i/ '� Fax #: ,n /,y- Address al( -1r, l/! Zed' SCGL 7Q ,,2 '-e) City /State /Zi A a q f z , , ALL COMMERCIAL/MULTI-FA ilk Y TENANT IMPROVEMENT /ALT' A TION PERMIT APPLICATIONS MUE 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 ❑ cl 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 ❑ ©"- Overaii building floor plan with adjacent tenant use; identify-tenant .space_use_aridJocatiQn of storage_of any hazardous materials; dimensions of proposed tenant space./ /,4 ❑ 71 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 ❑ 171 Construction details 'S) ❑ ❑ 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. 7 ❑ 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 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1/29/97 I. • CITY OF TUKWILA Address: 555 ANDOVER PK W Permit No: D97-0108 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 04/03/1997 Parcel #: 262304-9075 Issued: 06/03/1997 ****k****k*************************************A*****k****4*****kk****MAk* Permit Conditions: 1. Please show existing water meters and water service to each building, Per Tukwila Municipal ,Code, each building shall be metered separately,, - AnyliibeiftCationto existing • irrigation system will-require an irrigation. permit. A • water quality 006e:is required for the stormArn system in the parkinOot untess,proof of existing waterquality device is sOblfted.,i' A check valve :.assembly - is requiredor the fire lines. (4/7/97 2. No changes will he made to the plans - unless approved'by ArchitedtYOr En'41neer and the Tukwila Building , , 3. Electrical permits shall be obtained through:the,Washington Statej0Vision of Labor and ;Industries and alterectrical work*ill;'be inspected-bythat agency (248-6630). 4. AlljaermitsOnspectfan records,- and approved plans shall be ava0able'at the job site prior to the start of any co" stri.!4tion. ;,,These documents.are to be maintained and avail- abl*luntfl'Tirial inspesction:japprovaVis 5. Al structural concretefsilill beSPetiO,inspected (UBC 306(a)1,., 6. Alty.),strudyral welding shall be doneyby W.A.B.O. certified wejdersand spec1al.inspefe0,(Uet Sec. .306(a)5). " 7. A11,Iiii§'W=Strengthr,bOttfq441 6 e :; s1peCiAl inspected (UBC - Sect306(a):6)': , 8. WheW tnspection is requ'ir arc'Ote6tOrehgineer shall notifyth DivtSoni)ft 6gpointment of the inspection agencies prior to the f,41,ilst inspection. Copies of all special inspection reports shall be submitted to the Building Diviston:',in a timely. manner, Reports 'shall 'contain address, project name, k i i rmit number and type of nspecton 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 arid specifications and the applicable workmanship provisions of the UBC. 10. All construction to be , d6110 in conformance with approved plans and requirements of the Uniform Building Code (1994 Edition) as amended, Uniform Mechanical Code (1994 Edition), and Washington State Energy Code (1994 Edition). 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. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 33. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- *tt 4.04,1 nt'o exist st.prm drain ' l i tis • It;'shal.l be;,. ver.:ifi@ in �wr1ting . t ;o • t h e City Ut • tes Inspector that .the�,�/re; <l oop sys,tem f.or the bu. i ng contains a State'D:epartment o.f Healt.h_approved, detector double. check, valve: ass rnbly..:' i s ,shall :;be ;done` prior; to he Fin Inspe ction • C the: Public:Works: Gi to 'obtain inspections of • • the ,wa; ter and'sewer.`connections or di. cover :,(433, : - 017:9`) A.1:1 double ':check va ve .assemb.l i,es steal 1 be approved bv' the State '[Iepartment of:. Heel. th. •,: Refer to PERMIT; #G7 01,07 FOR STORM G.RAINAGE . PERMIT FIR THE WHOLE: SITE -AND `F IRE'LOOP PERMIT (.NEW ODCVA °INSIDE :THE EXISTING` FIR ; V A UL:T) FOR 81. #1 , 2 t 3 AND 4 • P2Yrri* Coordi rc C0e PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0108 PROJECT NAME SOUTHCENTER CORPORATE SQUARE DEPARTMENT: BUILDING DIVISION k FIRE PREVENTION Q P G DIVISION 0 to C sdp , I - N'� y' /13iT) 5 (13 l!� P (Z JD PUBLIC WORKS 1 41 STRUCTURAL Lj PERMIT COORDINATrR ■ 1 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS REVIEWERS INITIAL NOT COMPLETE DATE DATE 5/09/97 DUE DATE 5/13/97 NOT APPLICABLE 0 TUES /THtJRS ROUTING: PLEASE ROUTE d NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) DUE DATE 5/27/97 APPROVED APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) 0 REVIEWERS INITIAL CORRECTION DETERMINATION: DATE DUE DATE APPROVED I I APPROVED W/ CONDITIONS NOT APPROVED (attach comments) 0 REVIEWERS INITIAL C:ROUTE -F DATE (Certification of occupancy requited, ) PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0108 PROJECT NAME SOUTHCENTER CORPORATE SQUARE DEPARTMENT: BUILDING DIVISION r FIRE PREVENTION E PUBLIC WORKS STRUCTURAL 1 1 DETERMNATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS • REVIEWERS INITIAL REVIEWERS INITIAL APPROVED REVIEWERS INITIAL C:ROUTE -F NOT COMPLETE Ej NOT APPLICABLE TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS CORRECTION DETERMINATION: •nM+ (.i...Alxwre,ISAYA O. Amur.o...mn17.2.4.MAAN a.Preat +ox- v.*c+u.aw.,x:WA. • APPROVED W/ CONDITIONS C DATE S /l , `Z 1 1 DATE c577 DATE PLANNING DWISION El PERMIT COORDINATOR Q DUE DATE 5/13/97 DUE DATE 5/27/97 NOT APPROVED (attach comments) '7 DATE 5/09/97 1 DUE DATE NOT APPROVED (attach comments) 0 (Certificadon of occupancy required. ) ACTIVITY NUMBER D97 -0108 DATE 5/09/97 PROJECT NAME SOUTRCENTER CORPORATE SQUARE DEPARTMENT: BUILDING DIVISION PUBLIC WORKS PLAN REVIEW / ROUTING SLIP L +rin�+r +swum FIRE PREVENTION U PLANNING DIVISION U STRUCTURAL T PERMIT COORDINATOR Q DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 5/13/97 COMPLETE E • NOT COMPLETE E NOT APPLICABLE —a COMMENTS TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED C:ROUTE -F ■ APPROVED W/ CONDITIONS DATE t 1 APPROVALS OR CORRECTIONS: (ten days) APPROVED APPROVED W/ CONDITIONS C NOT APPROVED (attach comments) 11 DATE 1 c REVIEWERS INITIAL DATE DUE DATE 5/27/97' DUE DATE NOT APPROVED (attach comments) 0 (Cerdficadon of occupancy required. ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION T PUBLIC WORKS COMPLETE COMMENTS ro REVIEWERS INITIAL REVIEWERS INITIAL APPROVED REVIEWERS INITIAL C:ROUTE -F D97 -0108 CORRECTION DETERMINATION: rMr. .a6xaa tf +a FIRE PREVENTION E • STRUCTURAL DETERMINATION OF COMPLETENESS: (T,Th) APPROVALS OR CORRECTIONS: (ten days) APPROVED W/ CONDITIONS DATE DATE ker SOUTHCENTER CORPORATE SQUARE C PLAN REVIEW / ROUTING SLIP DATE 5// / .Mana.+rcn.;wA* DATE 5/09/97 PLANNING DIVISION r PERMIT COORDINATOR DUE DATE 5/13/97 NOT COMPLETE El NOT APPLICABLE 0 TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF u (If routcd by staff, make copy to master file & enter Sierra.) DUE DATE 5/27/97' APPROVED r APPROVED W/ CONDITIONS . NOT APPROVED (attach comments) DUE DATE NOT APPROVED (attach comments) Q (Certification of occupancy required. ) s�w�a^rxm . 'C++il.tiRaayl'.+kJil::::rl:'nk"C dJir '..:n11:irc ?d'?ln:: ^ nWal'r55.?M 7 vN^I rcJJ. fuy' J. i4^ ?frMhtU.SWiI[�5.'t�k'ei`3Xae+.k W:l @6 . ..uxcnit^i..,00:41 , 04K 05,4 MM,fi44t.i'l!2tI COMPLETE ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION fl PUBLIC WORKS COMMENTS REVIEWERS INITIAL APPROVED REVIEWERS INI APPROVED PLAN REVIEW / ROUTING SLIP C:ROUTE -F CORRECTION DETERMINATION: 1 REVIEWERS INITIAL D97 -0108 SOUTHCENTER CORPORATE SQUARE e C NOT COMPLETE FIRE PREVENTION E STRUCTURAL Ej DETERMINATION OF COMPLETENESS: (T,Th) TUES /TUURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED E . gEl ROUTED BY STAFF ri (If routed by staff, make copy to master file & enter Sierra.) 1 APPROVALS OR CORRECTIONS: (ten days) APPROVED WI CONDITIONS DATE *co— DATE DATE NOT APPLICABLE DATE 5/09/97 PLANNING DIVISION PERMIT COORDINATOR Q DUE DATE 5/13/97 DUE DATE 5/27/97 :1ClL!Y .�IX+1A'V'k�Mi:7Slt OT APPROVED (attach comments Rea t ' J e Y Di 5/ )7? per m t k �] / d -1 i DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. PUBLIC WORKS REVIEWERS INITIAL REVIEWERS INITIAL APPROVED ❑ C:ROUTE -F Pernnit Cocrdrtc*�y Copy PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0108 PROJECT NAME SOUTIICENTER CORPORATE SQUARE — BUILDING 4 DEPARTMENT: BUILDING DIVISION ❑ DETERMINATION OF COMPLETENESS: (T,Th) APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: FIRE PREVENTION ❑ PLANNING DIVISION ❑ STRUCTURAL ❑ PERMIT COORDINATOR . 4 PR) DUE DATE 4/08/97 COMPLETE El NOT COMPLETE P R) NOT APPLICABLE ❑ Com N'TS J C) 1(\cam n (k.‘t,-ed, - 0 a a: ncn, TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) DATE 1 1 APPROVED I I APPROVED W/ CONDITIONS NOT NOT APPROVED (attach comments) 0 DATE 1 APPROVED W/ CONDITIONS ID NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL DATE DATE 4/03/97 DUE DATE 4/22/97 DUE DATE (Certification of occupancy required. ) . t.: n: :s:Y..�.s�n<st:r.= :o..i.�'n:*:. W A^� %ns�:aWT.L:'1�;'! tt yn X.y, :. m�iqu rHrlNtaikaw•n::re.NC .�.4xa #.YU l : ra'' ,•ulrsm +mee- ,rs.rantYR:I'.nAtmer ;∎rnn..nnkvawrahW.e.. a.•. PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0108 PROJECT NAME SOUTHCENTER CORPORATE SQUARE — BUILDING 4 DEPARTMENT: BUILDING DIVISION r L PUBLIC WORKS COMPLETE COMMENTS • REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F • NOT COMPLETE FIRE PREVENTION STRUCTURAL DETERNIINATION OF COMPLETENESS: (T,Th) TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: APPROVED APPROVED W/ CONDITIONS DATE v l 1 1 APPROVED I I APPROVED W/ CONDITIONS ❑. NOT APPROVED (attach comments) E DATE REVIEWERS INITIAL DATE DATE 4/03/97 PLANNING DIVISION PERMIT COORDINATOR ❑ DUE DATE 4/08/97 NOT APPLICABLE ❑ DUEDATE 4/22/97 (Cercif'Mcadon of occupancy required. ) DUE DATE NOT APPROVED (attach comments) ❑ sa �.,�:�v235. ac REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F .xt • ACTIVITY NUMBER D97 -0108 PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS •x.v aneq•vurvlmart�•hsm. Mtn+ ttY.:!l cCnu! RTMtunyM. 1 ^ati(irtS'i'ltlXYt.YM "FJ:E'ftY \ #: PLAN REVIEW / ROUTING SLIP SOUTHCENTER CORPORATE SQUARE — BUILDING 4 `x.Yro FIRE PREVENTION STRUCTURAL 1 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE fl NOT COMPLETE COMMENTS TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED n ROUTED BY STAFF ri (If routed by staff, make copy to master file & enter Sierra.) 1 APPROVALS OR CORRECTIONS: (ten days) DATE 9 APPROVED n APPROVED W/ CONDITIONS C NOT APPROVED (attach comments) DATE J CORRECTION DETERMINATION: APPROVED El APPROVED W/ CONDITIONS DATE ..wsysx DATE 4/03/97 PLANNING DIVISION El PERMIT COORDINATOR C DUE DATE 4/08/97 NOT APPLICABLE DUEDATE 4/22/97 DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy requited. ) IM'•vYdcl'rt.G xtrv+ �v�reffU:+nv�,'.'rea'suw�wninuu s}..nu✓urxttrev cr.wMw.mwv. ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS COMPLETE COMMENTS • REVIEWERS INITIAL Kl L''1 REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP D97 -0108 SOUTHCENTER CORPORATE SQUARE — BUILDING 4 FIRE PREVENTION E STRUCTURAL 1 1 DETERMINATION OF COMPLETENESS: (T,Th) TUES /THURS ROUTING: PLEASE ROUTE ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS n . NOT APPROVED (attach comments) E CORRECTION DETERMINATION: APPROVED APPROVED W/ CONDITIONS NOT COMPLETE El NOT APPLICABLE El DATE Ik/ 7 7 DATE DATE w.mx .vd....4 DATE 4/03/97 PLANNING DIVISION r PERMIT COORDINATOR Q DUE DATE 4/08/97 NO FURTHER REVIEW REQUIRED n DUE DATE 4/22/97 DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy requited. ) ACTIVITY NUMBER D97 -0108 DATE 4/03/97 PROJECT NAME SOUTRCENTER CORPORATE SQUARE — BUILDING 4 DEPARTMENT: BUILDING DIVISION ❑) FIRE PREVENTION ❑ PLANNING DIVISION ❑ PUBLIC WORKS 1111 STRUCTURAL ❑ PERMIT COORDINATOR ❑ DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 4/08/97 COMPLETE n NOT COMPLETE NOT APPLICABLE ❑ COIvnvm rs AAd -D9 -4 -U( °-. TUES/THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED 0 ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) • REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED REVIEWERS INITIAL C:ROUTE -F e.ki A.A1t3: tee,4!. it ta4li'iRlri1N:a. J', ?•t:n Yk'aIf versa Kaui1AVVAG41. feM.7ter4r T: OY.,la M10•NaKRkHR4V aOlrrager r.M. ):'laa.4,!!7j) .A$P.!tiVAgtr i . R lY40Mr PLAN REVIEW / ROUTING SLIP APPROVED W/ CONDITIONS DATE DATE CORRECTION DETERMINATION: APPROVED n APPROVED W/ CONDITIONS REVIEWERS INITIAL DATE DUE DATE 4/22/97 NOT APPROVED (attach comments) DUE DATE NOT APPROVED (attach comments) ❑ (Certification of occupancy required. ) *.i* k**** *k ** *4* ** ** * *k* *A k***** h *** ***k*•k* *kk *k *** ** *k **** k ***k* TRANSMIT k * * * * * *•k *k k** *A ** **•A k * * * * ** * 798.0.0 06/03/97 15:42 SOUTt10EN1ER CORP Init:. SLB. CITY OF TUKWILA. WA *h *A *Ark* *ek **** ** *** l * kA' 4 *.'r *� Jr TRANSMIT. Number: 8.9700591 Amount:, Payment Method: CHECK Notation:. Permit No::. D97.0108 Type: DEVPERM DEVELOPMENT PERMIT. Parcel No: 262304 -9075 Site ` Address: 535 ANDOVER PK W Location: BUILDING 4 Total Fees.; 1 This Payment 798.00 Total ALL Pmts: :1,313.75 D al ance: .00 * *•k*** *4. * * *** * * *S1***•k ** *** * * * * *• kit• % * ** *A *+t * ****** * * ** *4 ** *fit* . Account Code.. Description Amount 000/322.100 BUILDING - NOtRES 793.50 000/386.904 STATE BUILDING SURCHARGE 4.50 Y• M J.016. 06/04 9717 TOTAL 3284.00 Akik 4,- ..4%-ic CITY OF- T1.111WILA,- ,WA • ,. I TRANSMIT Iv * ****** **.A .‘: TRAtil8MIT Number: R9.700561 A mount: 515.713 04/03/97 12:41 Payment- Method CHECK Notation: RICHARD ANDERSON Init.; KOP Permit No: 097-0108 Type: DEVPERM DEVELOPMENT PERMIT Parcel No 262304-9075 Site Address: 555 ANDOVER PK W Total Fees: 1,313.78 This Payment •515.78 Total ALL Pmts: • 515.78 • Dal ance: 798.00 ****A****A******Ak*********11*****A****4.***********Ith*******k**** Account Code Description Amount 000/345.830 PLAN CHECK - NONRES 515.78 • 9244 04/07 9716 TOTAL 2063 4? Pr 'ect: toii Ce/ Type of Inse(ectio—, s AP Special instructions: . Date waigted:— _.... Requester: Phone: Approved per applicable codes. INSPECTION RECORI--- Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 31-3670 COMMENTS: Inspecto& A , Date: 3,3.....ez) El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Corrections required prior to approval. Receipt No: Date: • '•• . • I . . • • • ' • " Project: S—AdAAC-QAtOA . . Type of Inspection: p , Address: 555 a j tvu _c?" tASS:i Date called: 5/,01 "") Special instructions: _ Date wanted: t ( V a.m. p.m. Requester: • / Skim if s 6 Phone: .p.o••■■••ymmitoabormpo of......relleMOSNIKPOMPIM INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 olOS PERMIT NO. (206)431-3670 Approved per applicable codes. ri Corrections required prior to approval. COMMENTS: sp9'0D •19(." ctwe4P- Inspector: Gq Date: 4 co 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: gje t: P i:U �� d �d1 Y p WAIL, Type of Inspec i ,f✓( ion: lit, Add ess: � 6' do v Pk- t0 Date called: l2 t0 - 99 Special instructions: .... � i (L' Date wanted: / — Z-/--// p.m. Requester: W i SC r Phone: 10Iv-V -9)0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Dq1 -010b PERMIT NO. (206)431 -3670 COMMENTS: ■R• / ePv c r-,5,dc iilA -M ; Corrections required prior to approval.., El $47.00 REINSPECTION 7 REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project:,- Type of inspection: ) C1' NI Pu 62-1 L ln0 rut., E-1 1.1A-t_ Address: 1� , 5 AncKSk C, fv Date called: I - X9 Special instructions: L � 'S c1,1311-11 CZ° 6L (`. 1-.- k` &T - 0t._ F-faGC Date wanted:.. 1 - - 18 1 (a.m) p.m. Requester: `N Pho e Nq.: 2. 79r COMMENTS:: ) C1' NI Pu 62-1 L ln0 rut., E-1 1.1A-t_ ° • 7 (lam v i o c s"" 'T[1- -n._. aF w/kcMA„a-71 Fitzr---. L � 'S c1,1311-11 CZ° 6L (`. 1-.- k` &T - 0t._ F-faGC 3) (a k, v t A.c Sul of e-ot .. Gf AC c... .S.3 la IL. vxmci . ) P {t• v ■ o- " ni /t-il-a p.a (t I NSC. u ,; Ai vtiat (i tai,. .1G IC / INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION `RECOJ9 Retain a copy with p it b cr i.0 10 PERMIT NO. (206) 431 -3670 Approved per applicable codes. ,1 Corrections required prior to approval.-! Inspector: / I Dater / (r � ` $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: r -. Needs shift inspection Sprinklers: 5 Fire Alarm: Hood &Duct: Halon: Monitor: Pre -Fire: Permits: City of Tukwila Fire Department .TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule Approved without correction notice Approved with correction notice issued John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. r\ ' bo o B V Project Name . 6 c.c v.-C (--OC Qoc SKVv(NVk Address Ss 5 N- &..) Q.K. ' RA AC. Suite # 0 -1 \5 \') Authorized Signature Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 ro C ,, Type of inspectio gg rgs. A .' _ 'Eia , ,1 W L, . Date called: g - l 6 1 - p- Special instructions: r . Date wanted: , _ 20_ Requester: DAN goofs , p yipp. (o.. 310 . `1 .+ I g Approved per applicable codes, [ceiPt No.: INSPECTION REC Retain a copy with pLAit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I Date: cn O I o $ PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: Date: 0 ( 1j) $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. rojec Sau eAL citZ NlgSo ,0Apt i Copt . eg g : A o t �t� -g_ eK- W Date called: 1_ 2 5. ci _ Special instructions: a v1)l( C. IA3 P. L Date wanted: "Z8 _ q ✓ p.m. Requester: DAN 1 .66 Treila .:g►o- ys1 INSPECTION RECD Retain a copy with INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 bct 1" oIog PERMIT NO. (206) 431 -3670 Approved per applicable codes. ■ Corrections required prior to approval. COMMENTS: R rnAte►i4any .D-a MS: ' C aN r- �- Inspector: Cr Date: 7 j ( 91 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sctedule reinspection. Receipt No.: Date: . ..grojagh cbizp satuier of inspection:R Alf Date called: e : Aiktfeet FX— 14.) Special instructions: Eax. 4-4 Wr5reCIAC //%1 2::-N3- Date wanted: — _ g , Requester: `N 02. rg6-461z 6 Cy INSPECTION RECD Retain a copy with p it INSPECTION NO. c'fly OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 1 1 Corrections required prior to approval. (206) 431-3670 COMMENTS: -Stecd71)1 ZrAm.N."-vt--.1 ei (3 .0,3 CM" . • •• { , . Receipt No.: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. " Date: . . •••..V ••••• • .4i ki 1 4. • • : .:14.64 2 4 4 , r rt.-4-s. 4 'Lk. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188; Project: ---. Type of inspecti n: �. �, —Ci a sr. Address:. Date called: Special instructions: Date wanted: a. Requester: Phone No.: COMMENTS: Inspect INSPECTION: RECOt Retain a copy with permit Date:r • PERMIT NO: (206) 431 -3670 Corrections required prior to approval. 4 $42.011 RrOUIRED. Prior to, inspection, fee' must be paid at 6300 Southcen er Blvd., Suite 10 Call to sc reinspection. Receipt No,: Date: 12/07/1999 12:04 2065751198 .December 7, 1999 Ms. Brenda Holt, Permit Coordinator City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Dear Ms. Holt, Sincerely, Larry Meyer Facilities Manager CC: Mark Barbieri Icon 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 1 RECEI U 11A cITY of DEC - 7 1999 pERMIT cENTER As per our conversation on December 6, 1999 I wish to respectfully request an extension to our deadline in order to conduct the research necessary to comply with your requests in your letters of November 29, 1999. The letters we spoke of pertained to some outstanding inspections of buildings at our Southcenter Corporate Square facility. Specifically addressed was the status of permit numbers D97 -0107, D97-0108, D97 -0109 and D97- 0110. These permits were issued for cosmetic upgrades to addresses 545, 555, 565 and 575 Andover Park West. Additionally, we realized that similar conditions apply to 360 and 370 Andover Park West (permit numbers D97-0193 and D97- 0192). During our telephone conversation you indicated that you would be willing to extend our time line to January 10, 2000. This will allow us the time to make contact with contractors who were involved with the project. We thank you very much for your assistance with this matter and wish to comply with Department of Community Development requirements in a timely manner. A Lowe F.nterprises Company PAGE 02/02: November 29, 1999 Department of Community Development Steve Lancaster, Director Ric Anderson 600 University Street, #2820 Seattle, WA 98101 RE: Permit Status D97 -0108 555 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, ht Brenda Holt Permit Coordinator Xc: Permit File No. D97 -0108 Duane Griffin, Building Official 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax. (206) 41313665 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: WORK REQUIRED Reinforced concrete (cast in place) Structural steel erection James C. Fr JCF /jfv Project Name Project Address Permit No. cc: Ron Greene LOWE ENTERPRISES NW 600 University Place, Suite 2820 Seattle, WA 98101 esident Southcenter Corporate Square 565 Andov�• ' • k.West •-D97- -010 11�[I►' 1 109,011.0 ->*' PTUPSI • 3257 16th Avenue West • Seattle, WA 98119 • Phone 206/282.0666 • Fax 206/282-0710 A Division of echnic ��� Construction Consulting • lMbwarGN • Testing We have completed the requested special inspections on the subject project. Our final report, dated September 2, 1997, is numbered FR 11508. WORK INSPECTED 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.I.T., Manager, Seattle Construction Service S incerely, S e 7 lift Information To Build On •" / ".. 12/21/99 11:08 FAX 206 869 5824 Page 5 of 6 —E?f = A— VEi.TEG'S C?-? co YLKTI o •1 (EIFS CONTRACZOR NAME) Caapletion Date: S 9 S THE EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) INSTALLED ON THE STRUCTURE LOCATED AT THE ADDRESS INDICATED BELOW CONFORMS: DR/ V 1 T To (EIFS MANUFACTURER TAME) REOZMMENDED INSTALLATION PRAM= AND SECTION (S) OF ICED ES, INC., REPORT NO. 21Z& . Address of structure. 50 0 riC E N Tr y_ C bg�e� ►7-a 56.5 AsItievE.e EST INSTALTATTQN Souk A. Substrate Type and To1erar e B. tla 1. Adhesive and/or Fasteners 2. Insulation 3. Reinforcing Fabric 4. Base Coat 5. Finish Y FMB CS EIFS Contractor Company Name and Address: V . 100 N Eb1.IvrJb A 052- Product Onnpanent Names: NIA CONFORMS IQI UUY /UO3 ' ' C. The information entered above is offered in testimony that the ET ES installation conforms with the EIFS manufacturer's installation methods and procedures, and the EIFS manufacturer's FS report. NOTE: An installation card shall be received fron the Sealant Installer indicating that the sealant installation conforms with the EL YS evaluation report and sealant manufacturer's installation methods and pztcedures must aocmpany this declaration. Signature of responsible Officer: Typed Name and Title of Officer: Freeman B Vice President Telephone Number r 41.51 fSr 5 -199 Q cc: Original: Building Department Nast be submitted with sealant EIFS Manufacturer installer declaration.) Adhesive(s) • Fasteners (meth) h! I a ,3 La c.w. Base Coat Gtnie5) Reinforcing Fabric 1N'[j_cMED1ATE I.eiESk Finish Coat(s) SANDPst Ls FFas ''4."-1.2/21/99 11:0 ! l UU nua Data J II LJJY tN. JJ L YU1J y1WyL 02..10/90 14:1g Pa 9 0924 Page io1 CCeplatiart Date: Maw at Structure: X. de t ails as r asps and 3. Sealant 'a details and requbvients c• Wad= irsaslttian seaufacUrorls Muirairite si ignaturs of responsible sibl• otr3o : Tale Title 51! Officer: S 1 VERTECS MOOS a SEicvltri'Y , SEALArirr% (MAW IlIST111'ZSR MC) A' THE SEALANT QVSTALI.BD fl CONIUNCTION WITH AN EXTERI0FONsuperioN AND FINISH, SYSTEM (EIXS) INSTALLED ON THE STRUCTURE LOCATED ATTHE ADDRESS DIDICAT D BELOW CONFORMS: Nutt IO (ws l L11 IR t NAME) AND (SMUT I'D1MMAC' URER' $ III') REcctlfelDTZ IN LXRT'CN PRACTICES AND sc=011(9) DT 24'87 15, Il1C. , Ian' Ptah= Cceizeset Isms• P (s) ... A alit) bard sreskore Ssalartt I)teria:s MUM cc: Original: DJL dirq wit DU& be Svbnittad with ELM (=piss: FE'S banal aantraetdr declaration.) WS Contractor Sealant Msoufactutur D. The ini'amation entered above is offend in testimony that tlii Sealant installation =Mss with the sealant 's installation arrthods and procedures, area est SAS manufa 'st "valuation tweet. Sealant 2reteler Commrsaris and Address: yy uU, I UU.> • rACC e2 SD002' ER•aral . 9G SiliCdne_ At- MANAcqFk.• COUGHLINPORTERC lDEEN Project Record Date: To: Fax 6212304 Attn: Nick Hendrickson Project No: 97- 0025 -02 Pages: 1 *By: Eric A. Dann Memorandum The general notes state that masonry should have special inspection. Because the new masonry construction does not consist of primary st zea elements and the design s are so Iow, Coughlin Porter Lundeen does not require that the masonry have special inspection. It is acceptable that the allowable stresses be half of that of masonry with special inspection. Eric Dann, P,E. Coughlin Porter Lundeen July 28, 1997 NBBJ 111 S. Jackson Seattle, WA 98104 If you have any questions or cotru cents, please calll me. cc: Ron Greene Lowe Enterprises 575 -1198 1)Ci 01 0% SYi ^010' Dql nci? o1 D1 bql -0►g Project Southcenter Corporate Square Sent Via Fax T 717 PIMP CTO is t; cm; cln t=i rry r %4 ♦ ••••■•, . ....... ,. . • .- TOTAL. P.01 CITY OF kKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL J`)G"7 0(07 0 c • c.: (cs' DATE: 5 c),(O J .97 PLAN CHECK/PERMIT NUMBER: 19 c 1 -) - vI v 7 In � "1'7 01\0 PROJECT NAME: SOU-Hrrf�1 "r CO{R)(C 'Fe 5T0 0/ PROJECT ADDRESS: CONTACT PERSON: PHONE: REVISION SUMMARY: NtU) C1 V RECEIVED CITY OF TUKWILA MAY 2 0_1P7 SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. PERMIT CENTER Q C\ke r'.e Ok 1 Tl SUBMITTED TO: 3/19/96 .; •v- -• " :';- • • -; ,••• • • ,„ „ , • , • • • . • • . ;sitritottgiasi PACIFIC 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 47 and 2.0' at CB #9A) and therefore makes the installation of a Type 11 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. 1 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 will be appreceinted. Sincerely, W&H PACIFIC, INC. Marc J. Servi 1, PE Project Engineer MIS:nds iAproject1190501021wpdatakcitylatt.wpd enclosures 3025412th Avenue N.E. P.O. Box C-97304 Bellevue, WA 98009-9304 cc: Lowe Enterprises RECEIVED CITY OF TUKWILA MAY 2 0 1997 PERMIT CENTER bcn- °to Dc1"/ -o loc7 D?- 110 (206) 827-0220 Fax (206) 822-5341 Planning • Engineering • Surveying • Landscape Design • Environmental Services .vnrcu. Ak.rr 3,11 w.M1.1 it -+} R':st.1'CViiS'J:'Y..k ^:i^srµSls pritme�M+ YxGefA¢ ru+ �xM�'++ urbuincr +wm+r.�ww�AN'ttav�eStln*a'PY'M. 'r4�rsM.eH Bldg.. xni CITY OF CUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 womenVfngnxms;01stbo .f.N RECEIVED CITY OF TUKWILA MAY 0 9 1997 PERMIT CENTER REVISION SUBMITTAL DATE: S /c f Q ' 1 • PLAN CHECK/PERMIT NUMBER: rJ l o 10 PROJECT NAME: 9 \Ar- A C e ref' PROJECT ADDRESS: S L S (oS 51 S SSS t &o j PC.% t< �SU.eSr CONTACT PERSON e, ( PHONE: S S - \ Z 0 REVISION SUMMARY: �o •r•r-e -.G' '1 c) tJ S ;Q.r. . �v b L c_ W0 c CL-k--�e 4' ^( v� 1 rl oil SHEET NUMBER(S) G -- "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: CITY USE ONLY P lanning Fire Public .Works 3/19/96 RE May 9, 1997 CITY OF CEIVED MAY 0 9 1997 PERMIT CENTER Hand Delivered City of Tukwilla Department of Public Works 6300 Southcenter Boulevard, Suite. #100 Tukwilla, Washington 98188 RE:. Southcenter Corporate Square (Plan Check No.:D97 -01 i0) Attn.: Joanna Spencer 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: Response: 2. Response: ° .V _nt hrpc Northwest, Inc. One Union Square 600 University, Suite 2820 Seattle. Washington 98101 Telephone: (206) 623 -0200 FAX: (206) 623 -0600 Please show existing water meters and water service to each building per Tukwilla Municipal Code, each building shall be metered separately. Each building has an existing water meter and service line. Our submitted civil drawing will show meter and service line location and size. Any modifications to the existing., irrigation system will require an irrigation permit. 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 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 Please call me if you have any questions regarding this letter or the submitted civil drawings. . --�--.- April 22, 1997 Mr. Ric Anderson Lowe Northwest Investor Properties 600 University Street, #2820 Seattle, Washington 98101 Dear Mr. Anderson: City of Tukwila SUBJECT: Development Permit Application Number D97 -0108 NOTICE OF INCOMPLETE APPLICATION Southcenter Corporate Square 555 Andover Pk W John W. Rants, Mayor Department of Community Development Steve Lancaster, Director 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) 4313665 If you have any questions please contact me at the City o f Tukwila Permit Center at (206) 431-3672.., I Sincerely, , 4thi . '4 . . i Kelcie J. Peterson . 1 Permit 'Coordinator Faxed and mailed to Ric Anderson on April 22, 1997 File: D97-0108 PRE97-013 City of Tukwila Department of Public Works Ross A. Earnst, P. E., Director PUBLIC WORKS DEPARTMENT COMMENTS DATE: April 7, 1997 PROJECT NAME: Southcenter Corporate Square - Building 4 PLAN CHECK NO.:D97 -0108 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 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 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: b C - i- a l03 PROJECT NAME: 5oU+h ccn 1 r Corp(foie 5zool6 PROJECT ADDRESS: ` ) 55 OoVV fl Pk 1/4/ CONTACT PERSON: PHONE: REVISION SUMMARY: SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: CITY USE ONLY Bldg. 1j/tinning Putillc Works 3/19/96 APR - 08.97 TUE 08:52 LOWE ENTERPRISES FAX NO, 1 -208. 623 -0600 TO: Kelsey Peterson City of Tukwila Fax Transmittal FROM: Ric Anderson Lowe Enterprises Northwest RE: Southcenter Corporate Square Cost Estimates DATE: April 7, 1997 or ••Y One Union Square 600 University. Suite 2$20 Seattle, Washington 98101 Telephone: (Z06) 623-0200 PAX: (200) 023 -0000 Pursuant to your request, 1 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 $94,000. A Lowe Enterprises Company P. 01/01 RECD CITY EIVE OF TUKWILA APR 0 81997 PERMIT CENTER DATE: PLAN CHECK NO.:D97 -0108 Department of Public Works PUBLIC WORKS DEPARTMENT COMMENTS April 7, 1997 PROJECT NAME: Southcenter Corporate Square - Building 4 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179, if you have any questions regarding the following comments. 2). Any modifications to the existing irrigation system will require an irrigation permit. 3) A water quality device will be required for the parking lot storm drainage system unless evidence of an existing and adequate water quality device is submitted. 4) A double detector check valve assembly is required for the fire suppression water lines. John W Rants, Mayor • Ross A: Earnst, P. E., Director • The City of Tukwila Public Works Department has determined that the plan sets submitted on April 3, 1997 are incomplete due to the fact that the building site plans and utility plans are not combined. To expedite plan review, the following items must be addressed: 1) Please show existing water meters and water service to each building. Per Tukwila Municipal Code, each building shall be metered separately. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431-3665 Structural Calculations PI /410) COUGHLIN PORTER LUNDEEN A CONSU LING S1RUCTURAL AND CM. ENGNEERNG CORPORATION for the Southcenter Corporate Square Building Remodels NBBJ February 27, 1997 Project 97-0025-02 I EXPIRES 1/22/99 I • CITY OF TUKWILA APPROVED JUN 3 1997 M.! L" BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 0 3 1997 PERMIT CENTER 0101 dathir 1)91 • 01 I 0 _ VE511,0 MASoNR`( COLUMNS ins 9 VS5161.1 OVE r � if SAIL AReA s �5. g33xq� CoL.uMi Z a ove f v NINis oti etrr nVE TC3 LAJINP .27s�56�Xi�.$) VE5l64 SE►SM1(. GOAD fie5lbr.i WLN) LOAD 0,4 )6, 14.1 vir rPz is ?Sr Folic e _ (v5 U 4 I , (5.0:,rl)4 Yis-Y CZ)(is:)(b.SX /i) Seismic nE5►bn1 x10 -A '7 P5F = 567 16 (",'/35 54(0 1 h WI O!1 N i nuE TD smic .'- ('2.7 5 A LTERn1 t J EL`S' _ ('75)(/, ox W)(- 3) v5e \_ , 27s W 4.27LO kl 3 CWNS6INAT Is/L' 561 , (b • -,�-r- 55 t 3 lb •-{i <e ,225 w Project: Project No. SOUTH c ant TEF Goa P. S®vAR E Client N13 COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION Designed By: EA P Checked By: Date: Z 2 7.97 Sheet j of IS 217 PIrE STREET•SUITE 520•SEATTLE. WA 98101 • P206/343.0460 • F,206/343.5691 Project: So uTH c e IJ - r e . R . c oR P. S o un pe. Designed By: PAD Project No. Client COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION Foo- tots 5 K :_ SoiLPReS5uk� REA C1 f o,l Polar So IL. PRa55■1( S.P. i t 1,775 6b 142 f 1 ' 3 5 K 1.4,- S. is/3 6.4 . 5917 (z 6,4) 2, pU P5F' (3 • Sg 3) goo x 4 /3 Checked By: Date: 2.2) • 97 Sheet Z of 217 Pith STREET•SUITE 520•SEATTLE. WA 9801 • P206/343.0460 • P206/343.5691 WVMh,ERS Su PPc)R I 143 Lon 5o5Nw1c. MorEL 33 lb USE (4 S SL Ci -1ECiC 5 e15M1c- 33X 1,1 to.2) C °errtLt �1 .4)(. 61)(1 o')( 16, y 5' 1,9► lb- 4orc6 C I)•P M• 1.5 el In Project: S b oTA C N P LR COY? P. S2_ (a.13Lo)t.< l w COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION S R I (la) (2.$) + (s.33) 2.5) 35 lb, -•l'+ (.4(5 n ) 1 ' f5 F ow I (GYM (3)( f'` ( 33x1o.2 31 PLF ee ,b(4.S.)._. (, b)(1 = 2•o4 W VAlvs.) cov 4 (.a5x?.5) I 1Z a (611.5) _ . (�)(z�,��� 3 2r s -. of S1, (6 ,413) .. .11 5 IA ti (3X 211 (NT)? Designed By: gr. AD Date: 3.7. 97 Project No. Client Checked By: Sheet 3 of 217 PIK STREET•SUITE 520•SEATTLE. WA 9801 • P206/343-0460 • F ;206/343•5691 9 S xx a Project No. Client NQt5: Checked By: COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION >Q"Ri66E _ R 00 r ANALY515 AMA~ t.% tn r zz 5.34 3.5& ' 1734t. ' 4%4i- .51A = ASSim (isX16.i)(.6-rX1,o' 1.4 A-4 (AL 5Tk65 5 11c, I25 Pt. r go (. (4 . 4 1C 5 L to .? • 2 TRUSS c5 M i 6. Gin) Z Ksi 3.02 Project: $ o um), eweR GoRro RAW, StivAR Designed By: EAA Date: 3. /f. 97 Sheet 4 of t 6 217 PIKE STFIEET•SUITE 520•SEATTLE, WA 9801 .P206/343-0460 • F1206/343.5691 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 Y Joint No 1 2 3 4 5 6 7 8 9 10 11 12 Joint + No 1 6 Material Label TS Section Label TS3.5 TS1.75 X K /in Reaction 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 Database Shape < 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 Modulus Ratio Ksi 11154.00 0.3000 < Sections > Material As As Label Area yy zz in TS 3.09 1.2 1.2 TS 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 Thermal Coef. of 0.65000 I yy in 5.29 1.78 Job : 97- 0025 -07 Page: 14 Date: 3 /11/97 Joint Temperature Weight Density K /ft3 0.490 O 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 6y 8z K- ft /rad--- K- ft /rad--- K- ft /rad - -- Yield Stress Ksi 46.00 I Torsion zz J in in 5.29 1.00 0.45 1.00 of l8 RISA- 3D 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 Al1PIN 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 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. 5 b of 18 RISA -3D (R) Version 2.00 Coughlin, Porter, Lundeen 217 Pine Street, #520 Seattle, WA 98101 Southcenter Corporate Square Bridge Roof Analysis < Member Distributed Loads, BLC 1 > Member Joints Load Pattern Pattern Number I J Label Multiplier 6 7 8 UNIFORM 7 8 9 UNIFORM 8 9 10 UNIFORM 9 10 11 UNIFORM 10 11 12 UNIFORM Pattern Label UNIFORM Dir Start K/ft,F Y -0.050 Joint + No. 1 2 3 4 5 6 7 8 9 10 11 12 X in 0.000 0.000 0.001 0.001 0.001 0.001 0.091 0.091 0.090 0.090 0.089 0.089 < Load Magnitudes 1 < Joint Translation Y in -0.000 -0.898 -1.405 -1.273 -0.534 - 0.000 -0.001 - 0.899 -1.405 -1.274 - 0.534 - 0.001 Patterns > Locations End Start End K /ft,F ft or % ft or % - -- -0.050 0.000 0.000 < Load Combinations > No. Description BLC Fac BLC Fac BLC Fac Dynamics Input: Number of Modes 3 Load Combination Number 1 Acceleration of Gravity...: 32.20 ft /sec - 2 Convergence Tolerance 0.001 Converge Work Vectors No 1.0000 1.0000 1.0000 1.0000 1.0000 Job : 97- 0025 -07 Page: 16 Date: 3/11/97 BLC Fac BLC Displacements, LC 1 : > + + Rotation Z X Rotate Y Rotate in rad rad 0.000 0.00000 0.000 0.00000 0.000 0.00000 0.000 0.00000 0.000 0.00000 0.000 0.00000 0.000 0.00000 0.000 0.00000 0.000 0.00000 0.000 0.00000 0.000 0.00000 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 RWPE Fac SSdv Z Rotate rad - 0.01076 - 0.00917 - 0.00244 0.00540 0.01132 0.01339 - 0.01108 - 0.00908 - 0.00246 0.00539 0.01139 0.01338 7 or 19 RISA -3D (R) Version 2.00 Coughlin, Porter, Lundeen 217 Pine Street, #520 Seattle, WA 98101 Southcenter Corporate Square Bridge Roof Analysis < Story Drift, LC 1 : > Story + - -- X Direction - - -+ + - -- Y Direction - - -+ No. Joint Drift % of Ht Joint Drift % of Ht in in No Stories Defined... Joint + No. X K 1 -0.00 6 0.00 Totals: -0.00 Center of Gravity Member Joints No. I - J Sec Axial K 1 1- 2 1 -0.25 2 2- 3 1 2 3 4 5 3 3 4 1 2 3 4 5 4 4- 5 1 2 3 4 5 5 5- 6 1 2 3 4 5 6 7 8 1 Forces K 0.76 0.76 1.52 Coords (X, Y, Z) 2 -0.25 3 -0.25 4 -0.25 5 -0.25 - 0.45 - 0.45 - 0.45 -0.45 - 0.45 -0.49 -0.49 -0.49 -0.49 - 0.49 -0.32 -0.32 -0.32 - 0.32 -0.32 0.00 0.00 0.00 0.00 0.00 0.25 < Reactions, LC 1 : > + .+ < Member Section Shear y K 0.31 0.31 0.31 0.31 0.31 0.12 0.12 0.12 0.12 0.12 -0.04 -0.04 -0.04 -0.04 -0.04 -0.21 -0.21 -0.21 -0.21 -0.21 -0.36 -0.36 -0.36 -0.36 -0.36 K 0.00 0.00 0.00 (ft) : Forces, LC 1 Shear z -z K 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 0.45 0.00 Mx K -ft 0.00 0.00 15.250, Torque K -ft 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 Job : 97- 0025 -07 Page: 17 Date: 3/11/97 + - -- Z Direction - - -+ Joint Drift % of Ht in Moments My K -ft 0.00 0.00 6.500, Moment y K -ft 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 Mz K -ft 0.00 0.00 0.000 Moment z -z K -ft - -- 0.81 0.28 - 0.25 - 0.78 - 1.31 -0.64 - 0.85 -1.06 -1.27 - 1.48 - 1.37 -1.30 - 1.24 - 1.17 - 1.11 - 1.65 -1.29 -0.93 -0.57 -0.21 -1.26 -0.94 -0.63 - 0.31 -0.00 0.00 0.82 12) Of k0 RISA -3D (R) Version 2.00 Coughlin, Porter, Lundeen 217 Pine Street, #520 Seattle, WA 98101 Southcenter Corporate Square Bridge Roof Analysis < 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 Member Joints 7 Job : 97- 0025 -07 Page: 18 Date: 3/11/97 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 0.00 -0.67 2 0.19 -0.20 0.00 0.00 0.00 -0.33 3 0.19 -0.20 0.00 0.00 0.00 -0.00 4 0.19 -0.20 0.00 0.00 0.00 0.33 5 0.19 -0.20 0.00 0.00 0.00 0.66 13 3- 9 1 0.16 -0.03 0.00 0.00 0.00 -0.11 2 0.16 -0.03 0.00 0.00 0.00 -0.05 3 0.16 -0.03 0.00 0.00 0.00 0.00 4 0.16 -0.03 0.00 0.00 0.00 0.05 5 0.16 -0.03 0.00 0.00 0.00 0.11 uF 19 15 16 RISA -3D (R) Version 2.00 Coughlin, Porter, Lundeen 217 Pine Street, #520 Seattle, WA 98101 Southcenter Corporate Square Bridge Roof Analysis < 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 - -- 14 4- 10 1 0.17 0.17 0.00 0.00 0.00 0.55 2 0.17 0.17 0.00 0.00 0.00 0.27 3 0.17 0.17 0.00 0.00 0.00 0.00 4 0.17 0.17 0.00 0.00 0.00 -0.27 5 0.17 0.17 0.00 0.00 0.00 -0.55 11 1 0.15 0.32 0.00 0.00 0.00 1.04 2 0.15 0.32 0.00 0.00 0.00 0.52 3 0.15 0.32 0.00 0.00 0.00 -0.00 4 0.15 0.32 0.00 0.00 0.00 -0.52 5 0.15 0.32 0.00 0.00 0.00 -1.04 12 1 0.40 0.00 0.00 0.00 0.00 0.00 2 0.40 0.00 0.00 0.00 0.00 0.00 3 0.40 0.00 0.00 0.00 0.00 0.00 4 0.40 0.00 0.00 0.00 0.00 0.00 5 0.40 0.00 0.00 0.00 0.00 0.00 < Member Stresses, LC 1 : > 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 - No Calc- - No Calc- - No Calc- Job : 97- 0025 -07 Page: 19 Date: 3/11/97 10 or 19 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 < Member Stresses, LC 1 > Shear Shear + Bending + Axial y -y z -z y -top y -bot z -top z -bot Ksi 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 - No Calc- - No Calc- - No Calc- - No Calc- - No Calc- - No Calc- - No Calc- 0.16 -0.21 0.00 - No Calc- 2 0.16 -0.21 0.00 Job : 97- 0025 -07 Page: 20 Date: 3/11/97 Il OF t2 RISA -3D (R) Version 2.00 Coughlin, Porter, Lundeen 217 Pine Street, #520 Seattle, WA 98101 Southcenter Corporate Square Bridge Roof Analysis Member Shear Shear + No. Sec Axial y -y z -z y -top Ksi Ksi Ksi Ksi 3 0.16 -0.21 0.00 4 0.16 -0.21 0.00 5 - 0.16 -0.21 0.00 13 1 0.14 2 0.14 3 0.14 4 0.14 5 0.14 14 1 0.15 2 0.15 3 0.15 4 0.15 5 0.15 15 1 2 3 4 5 0.12 0.12 0.12 0.12 0.12 16 1 0.34 2 0.34 3 0.34 4 0.34 5 0.34 Member + No. Sec x in 1 1 0.000 2 0.000 3 0.000 4 0.000 5 0.000 2 1 0.000 2 0.000 3 0'.000 4 0.001 5 0.001 3 1 0.001 < Member Stresses, LC 1 > - 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 -1.405 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 - No Calc- - No Calc- - No Calc- - No Calc- < Member Deflections, LC 1 > Translation ++ y z x Rotate i n in rad 0.000 0.000 0.00000 - 0.228 0.000 0.00000 - 0.465 0.000 0.00000 - 0.694 0.000 0.00000 - 0.898 0.000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.000 0.00000 Job : 97- 0025 -07 Page: 21 Date: 3/11/97 Bending + y -bot z -top z -bot Ksi Ksi Ksi - -- Rotation + 'y Rotate z Rotate rad rad--- - 0.00000 - 0.01076 0.00000 - 0.01162 0.00000 - 0.01164 0.00000 - 0.01082 0.00000 - 0.00917 0.00000 0.00000 0.00000 0.00000 0.00000 - 0.00917 - 0.00798 - 0.00646 - 0.00462 - 0.00244 0.00000 - 0.00244 12 - Of 1 RISA -3D (R) Version 2.00 Coughlin, Porter, Lundeen 217 Pine Street, #520 Seattle, WA 98101 Southcenter Corporate Square Bridge Roof Analysis < Member Deflections, LC 1 : > Member + Translation ++ No. Sec x y z in in in 2 0.001 -1.432 0.000 3 0 001 -1.419 0.000 4 0.001 -1.365 0.000 5 0 001 -1.273 0.000 4 1 0.001 -1.273 2 0.001 -1.139 3 0.001 -0.964 4 0.001 -0.758 5 0.001 -0.534 5 1 0.001 -0.534 2 0.001 -0.410 3 0.001 -0.278 4 0.001 -0.140 5 0.001 0.000 6 1 0.091 -0.001 2 0.091 -0.235 3 0.091 -0.473 4 0.091 - 0.699. 5 0.091 -0.899 7 1 0.091 -0.899 2 0.090 -1.074 3 0.090 -1.222 4 0.090 -1.334 5 0.090 -1.405 8 1 0.090 -1.405 2 0.090 -1.435 3 0.090 -1.422 4 0.090 -1.367 5 0.090 -1.274 9 1 0.090 -1.274 2 0.090 -1.142 3 0.090 -0.968 4 0.090 -0.761 5 0.089 -0.534 10 1 0.089 -0.534 2 0.089 -0.410 3 0.089 -0.278 4 0.089 -0.141 5 0.089 -0.001 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 Rotation + x Rotate y Rotate z Rotate rad rad rad--- - 0.00000 0.00000 - 0.00033 0.00000 0.00000 0.00169 0.00000 0.00000 0.00360 0.00000 0.00000 0.00540 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 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 0.00539 0.00760 0.00949 0.01083 0.01139 0.01139 0.01221 0.01284 0.01324 0.01338 9 0 18 RISA -3D (R) Version 2.00 Coughlin, Porter, Lundeen 217 Pine Street, #520 Seattle, WA 98101 Southcenter Corporate Square Bridge Roof Analysis Member + Translation No. Sec x y in in 11 1 0.000 0.000 2 -0.000 -0.091 3 -0.001 -0.042 4 -0.001 0.005 5 -0.001 -0.091 12 1 -0.898 -0.000 2 -0.899 -0.082 3 -0.899 -0.046 4 -0.899 -0.011 5 -0.899 -0.091 13 1 -1.405 -0.001 2 -1.405 -0.032 3 -1.405 -0.045 4 -1.405 -0.058 5 -1.405 -0.090 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 Member Joints 1 1- 2 1 2 3 4 < Member Deflections, LC 1 : > -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 ++ Rotation z x Rotate y Rotate in rad rad 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 0.00 0.00 0.00 0.00 0.00 0.00 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 < Member Section Torsion, LC 1 : > Torsion Warp Shear No. I - J Sec Torque Shear y -y z -z K -ft Ksi Ksi Ksi 0.00 0.00 - No Warping - Job : 97- 0025 -07 Page: 23 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 O .00000 0.00000 0.00000 O .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 Warp Bending z -top z -bot Ksi Ksi - -- w' or 19 L RISA- 3D .(R) Version 2.00 Coughlin, Porter, Lundeen 217 Pine Street, #520 Seattle, WA 98101 Southcenter Corporate Square Bridge Roof Analysis < Member Section Torsion, LC 1 : > Member Joints Torsion Warp Shear Warp Bending No. I- J Sec Torque Shear y -y z -z z -top z -bot K -ft Ksi Ksi Ksi Ksi Ksi - -- 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.1 0.00 0.00 2 0.00 0.00 3 0.00 0.00 4 0.00 0.00 5 0.00 0.00 5 1 0.00 0.00 2 0.00 0.00 3 0.00 0.00 4 0.00 0.00 5 0.00 0.00 6 1 2 3 4 5 0.00 0.00 0.00 0.00' 0.00 0.00 0.00 0.00 0.00 0.00 8- 9 1 0.00 0.00 2 0.00 0.00 3 0.00 0.00 4 0.00 0.00 5 0.00 0.00 - No Warping - - No Warping - - No Warping - No Warping - 6 7- 8 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 - No Warping - 8 9- 10 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 9 10- 11 1 0.00 0.00 - No Warping - 2 0.00 0.00 Job :.97- 0025 -07 Page: 24 Date: 3/11/97 1S 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 Section Torsion, LC 1 : > Member Joints Torsion Warp Shear Warp Bending No. I - J Sec Torque Shear y -y z -z z -top z -bot K -ft Ksi . Ksi Ksi Ksi Ksi--- 3 0.00 0.00 4 0.00 0.00 5 0.00 0.00 10 11- 12.1 0.00 0.00 2 0.00 0.00 3 0.00 0.00 4 0.00 0.00 5 0.00 0.00 - No Warping - 11 1- 7 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 12 8 1 0.00 0.00 2 0.00 0.00 3 0.00 0.00 4 0.00 0.00 5 0.00 0.00 14 4- 10 1 0.00 0.00 2 0.00 0.00 3 0.00 0.00 4 0.00 0.00 5 0.00 0.00 - No Warping - 13 . :3- 9 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 - No Warping - 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 lb of 19 )0...004. 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 . > . Redesign not performed.:. # < Material Takeoff, Section Database Total Set Shape Length ft 61.00 39.00 TS3.5 TS1.75 LC 1 > Total Weight K 0.64 0.16 Job : 97-0025-07 Page: 26 Date: 3/11/97 Cb Cm Cm yy zz 4th Choice \1 (,f2? Protect No. Client N1513 Zr Checked By: COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ()NOV? PiNNlNts C-HEc4 rooTi, lr TO SCAN! (. oix 1, si v� ( gx 9 _ 5) of ExiST FOOTIO e (16x15) s 000 7 2. R h 4 = i Iris 2. 9.51 ) et ' qc, B et k. V � Project: Sot /TN Le 111;7.1Q CoCP. Su■A'G Designed By: P., p,D Date: 3.12 • Sheet c3 of ( PIES STREET• SUITE 520•SEATTLE. WA 9801 .P2067343-0460 • F2061343.5691 Post-it* Fax Note 7671 Date k.3. " 'Ago. / T° ital,AgY From 6412Y _ ColDept airy d3 6 , pg Co. um m Phone p Phonel ow st Fax # 5G 4 6 - Fax # JUN 03 '97 03:34PM UNICO P OPERTIES zamsznzz= ==12izazaz=grCr------ . .---- • ( • • • Y. • ";••• • „ • .7 - - • • • •,•• • • • • ; — rr. • 7- 7, 77. • • • - • • . • • - , . . •• . • • , •. • • PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF . 555 RN » PK. So 1. th 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fax 1206) 621 -2300 PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE TUKINILA, WASHINGTON G OWNER : ISSUED FOR PERMIT BLDG. 4 ONLY r p 0 ,e Lowe Enterprises Northwest, Inc. 600 University Street, Suite 2820 Seattle, Washington 98101 ARCHITECT : NBBJ STRUCTURAL : COUGHLIN PORTER LUNDEEN ELECTRICAL : SPARLING DRAWINGS INDEX A -1.0 COVER SHEET SURVEY / VICINITY MAP A -1.1 ABBREVIATIONS / GRAPHICS A -2 SITE PLAN A -3 LOBBY PLANS A -4 STOREFRONT DETAILS A -5 EXTERIOR DETAILS / SITE DETAILS A -6 EXTERIOR DETAILS A -7 E.I.F.S. DETAILS A -8 EXT. BLDG. ELEVATIONS 51 GENERAL STRUCTURAL NOTES S2 BRIDGE /PAVILION FRAMIMG PLANS & DETAILS ES' ELECTRICAL SITE PLAN Nnber Dale 11 Das*oo of Re.iuo. PvPrared By qu COVER SHEET kb N ha 24646.00 understand that the Plan Check approvals are subject to errors and omissions a nd approval of plans does not author, the violation of a, adopted code or ordinance Receipt of con - !i upvof approved plans acknowladyed. Permit No Bwged SM - 0. . JC 0.44d 04y 3/31/97 FILE COPY Seer Nether A -1.0 Crry rrulcwlu APR 0 31997 1 CENTER CURVE RADIUS 50.00' DELTA LENGTH BEARING CHORD 9056'49' 544556' 7 8.64 14.34' S465053'W N60'42'4419 70.78' 13.80' T 42 15.00' 50.00' 2893152' 544556' 25286' 14.34' S015418'W N6431'20 E 57.69' 1380' 15.00' 895311' 90'06'49' 7 8.44' 7064' 543'090rE S465053 70.64' 70.78' tit 50.00' 'IsIBS 9"a'tl a 54'4556' 2893152' 14.34' 252.66' N61742'44'W S015418'W 13� 57.69' 010 5445'56' 8953'11' 14.34' 7 8.44' N64'31'201' 04309'07E 13.80' 70.64' C11 3000' 9077'29' 47.28' 0465613'W 42.53' 171 l l � N°T 7 S88O542'E P� 30.00' BUILDING 4 2 STORY F.F. =23.50 10,803 S.F. BUILDING 12 2 STORY F.F. =24.00 10,845S.F. BUILDING 2 2 STORY F.F. =22.50 10,921 S.F. BUILDING 3 2 STORY F.F. =23.50 - 10,709 S.F. BUILDING 10 2 STORY F.F =24.00 10,807 S.F. BUILDING 8 2 STORY _ f F.F. =24.00 10,865 S.F. BUILDGING 5 2 STORY F.F. =24.00 10.791 S.F. COVERED ATRIU 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. 5014729'W 23 90 451.30' 1014729'W 377.00 .' .. 522:00, 1322_34' 276.44' AFRO .•GNATS PENT OF BEGINNING FOUND LEAD PLUG ANC TACK L. WEST OF TRUE CORNER FOUND 1/2' IRON ROD WTH 0.62. W PLAS CAP ' 156: Q62' FAST OF TRUE CORNER ELECTRIC CONDUIT \SIDEWALK 0 REC. NO. 7610290608 -, p REC. NO. 7703070907 W FOUND r NON PIPE MOH YELLOW PLASTIC CAP. ace' NORTH OF TRUE CORN. FOUND 1/2" NON ROD WITH YELLOW PLASTIC CAP ail' EAST OF TRUE CORNER CERTIFICATION LEGAL DESCRIPTION CALCULATED EAST 1/4 CORNER OF SECTION 26, 89944 23 NORTH, RANGE 4 EAST, W.M. CHAINUNK FENCE LINE THAT PORTION OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 26. TOWNSHIP 23 NORTH, RANGE 4 EAST N.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 THE NORTH LINE OF SAID SOUTHEAST 1/4 A DISTANCE OF 1,339.34 FEET FROM THE NORTHEAST CORNER OF SAID SOUTHEAST 1/4; THENCE SOUTH 01 DEGREES 47 MINUTES 29 SECONDS BEST ALONG THE EAST LINE OF SAID EAST 1/2, A DISTANCE OF 1,322.34 FEET TO THE SOUTHEAST CORNER THEREOF; THENCE NORTH 87 DEGREES 55 MINUTES 02 SECONDS WEST ALONG THE SOUTH LINE OF SAID EAST 1/2, A DISTANCE OF 651'35 FEET TO THE KEST UNE OF THE EAST 6"_ FEET OF SAID EAST 1/2; THENCE NORTH 01 DEGREES 47 MINUTES 29 SECONDS EAST ALONG SAID MIST UNE A DISTANCE OF 1,320.30 FEET TO THE NORTH UNE OF SAID EAST 1/2; THENCE SOUTH 88 DEGREES 05 MINUTES 42 SECONDS EAST ALONG SAID NORTH LINE A DISTANCE OF 659.34 FEET TO THE POINT OF BEGINNING,` EXCEPT THE EAST 30 FEET THEREOF FOR ROAD; AND EXCEPT THE SOUTH 30 FEET THEREOF AS DEEDED TO THE CITY OF TUKWILA UNDER RECORDING NO. 94082903 ?7; AND EXCEPT RAILROAD TRACKAGE AS RESERVED BY UNION PACIFIC RAILROAD COMPANY AS DISCLOSED BY DEED RECORDED UNDER RECORDING N0. To Tranenatian Title Insurance Company, Lowe Northwest Investor Properties I, LGG Washington Limned Liability Company This is [o certify that this map and the survey an which it W based were made(1) in accordance with "Minimum Standard Detail Requirements for ALTA /A(SM Lard Title Surveys, jointly establish and adapted by ALTA and AGSM h 1992, and Includes Items 1 -11 of Table A theme, and (0) pursuant to the Accuracy Standards (as adopted by ALTA and AGSM and In effect on the dote of this certification) of an Urban Surrey. 2 N014 29 E AND EXCEPT THAT PORTION OF SAID SUBDIVISION DESCRIBED AS FOLLOWS BEGINNING AT A POINT ON THE KES ItNLY MARGIN OF ANDOVER PARK WEST, WHICH POINT BEARS NORTH 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 451.30 FEET ALONG SAID WESTERLY MARGIN OF ANDOVER PARK WEST; THENCE FROM SAID POINT OF BEGINNING LEAVING SAID WESTERLY MARGIN, TANGENT TO THE PRECEDING COURSE, ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 90 DEGREES 06 MINUTES 49 SECONDS AN ARC LENGTH OF 7&64 FEET TO A POINT ON A LINE THAT IS PARALLEL TO AND 501.40 FEET SOUTHERLY OF THE NORTHERLY UNE OF SAID SOUTHEAST 1/4; THENCE ALONG SAID PARALLEL LINE NORTH 88 DEGREES 05 MINUTES 42 SECONDS WEST 326.76 FEET; THENCE LEAVING LAST SAID PARALLEL LINE TANGENT TO THE PRECEDING COURSE ALONG THE ARC OF A CURVE TO TIE 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 THE ARC OF A CURVE TO THE LET, HAHNG A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 289 DEGREES 31 MINUTES 52 SECONDS AN ARC DISTANCE OF 252.66 FEET TO A POINT OF REVERSE CURVATURE THENCE TANGENT TO THE PRECEDING CURVE ALONG THE ARC OF A CURVE TO THE RIGHT. HAVING A RADIUS OF 15.00 FEET AND A CENTRAL ANGLE OF 54 DEGREES 45 MINUTES 56 SECONDS AN ARC LENGTH OF 14.34 FEET TO A LINE THAT IS PARALLEL TO AND 546.40 FEET SOUTHERLY OF THE NORTHERLY UNE OF SAID SOUTHEAST 1/4; THEN (c ALONG LAID 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 11 SECONDS AN ARC LENGTH OF 7844 FEET TO A POINT ON THE WESTERLY MARION SF ANDOVER PARK WEST; THENCE ALONG SAID 11ES1ER7Y MARGIN NORTH 01 DEGREES 47 MINUTES 29 SECONDS EAST 14500 FEET TO THE POINT OF BEGINNING` Registration FOUND I/O' IRON R00 MTN / YELLOW PLASTIC CAP 'SeA ; a1T EAST or PRLWDRTY TALE Date: 12(31 N, STgr,ath �L.OIL.± k_ Q.WC.L.(LL� -�. O.: 1"1101° 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 NORTH 80 DEGREES 05 MINUTES -42 SECONDS WEST 7,369.34 FEET ALONG THE NORTHERLY LINE OF SAID SOUTHEAST 1/4, AND SOUTH OT DEGREES 47 MINUTES 29 SECONDS WEST 973.30 FEET ALONG SAID WESTERLY MARGIN OF ANDOVER PARK WEST; THENCE FROM SAID POINT CF 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 LINE THAT IS PARALLEL TO AND L023.40 FEET SOUTHERLY OF THE NORTHERLY LPIE OF SAID SOUTHEAST 1/4; THENCE ALONG SAID PARALLEL UNE NORTH 88 DEGREES 05 MINUTES 42 SECONDS WEST 326.76 FEES THENCE LEAVING LAST SAID PARALLEL LINE TANGENT TO THE PRECEDING COURSE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS CF 15.00 FEET AND A CENTRAL ANGLE OF 54 DEGREES 45 MINUTES 56 SECONDS AN ARC DISTANCE OF 14.34 FEET 7D A POINT OF REVERSE CURVATURE THENCE TANGENT TO THE PRECEDING CURVE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 289 DECREES 31 MINUTES 52 SECONDS AN ARC DISTANCE OF 25266 FEET TO A PUNT OF REVERSE CURVA7UREr THENCE TANGENT TO THE PRECEDING CURVE ALONG THE ARC OF A CURVE TO THE RIGHT HAHNG 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 LINE THAT IS PARALLEL TO AND 1,06840 FEET SOUTHERLY OF THE NORTHERLY LINE OF SAID SOUTHEAST I/A 774NCE ALONG SAID PARALLEL UNE SOUTH 88 DECREES 05 MINUTES 42 SECONDS EAST 327.05. FEET; THENCE LEAVING SAID PARALLEL UNE; TANGENT TD THE PRECEDING COURSE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANISE OF 89 DEGREES 53 MINUTES 11 SECONDS AN ARC LENGTH OF 7844 FEET TO A POINT ON THE WESTERLY MARGIN OF ANDOVER PARK WEST; THENCE ALONG SAID WESTERLY MARGIN NORTH 01 DEGREES 47 MINUTES 29 SECONDS EAST 145.00 FEET TO THE POINT OF BEGINNNS SITUATED IN THE CITY OF TUKWILA, COUNTY OF law, STATE OF WASHINGTON. 5 C, CURVE DATA RESERVATIONS AND EXCEPTIONS (1918899TION RT. INSURANCE COMPANY 789,74 PLARY 7713E REPEAT, ORDER NO 0.6927, DAM OCTOBER 3a 77486) EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: RAILROAD LEAD LINES AND SPURS, ROAD AND UNDERGROUND STORM AND SANITARY SEWERS AREA. AREA AFFECTED: SOUTH 30 FEET RECORDING NO.: 5973722 [6 EASEMENT AND THE TERMS AND CONDITIONS THEREOF: RAILROAD TRACKAGE AND APPURTENANCES 76D LOCATED 2 C OVE R PROPERTY TING TRACKS PURPOSE: AREA AFFECTED: RECORDING NO.: EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE UNDERGROUND ELECTRIC UTILITY SYSTEM AREA AFFECTED: NORTH 12 -13 FEET RECORDING NO.: 7610290608 EASEMENT AND RE TERMS AND CONDITIONS THEREOF.• PURPOSE; RAILROAD AS DESCRIBED THEREN 7703070907 ® EASEMENT AND THE TERMS AND CONDITIONS THEREOF: UNDERGROUND ELECTRIC TRANSMISSION AND /OR DISTRIBUTION SYSTEM 7 FEET IN MOTH AS PRESENTLY STAKED OR AS MAY BE CONSTRUCTED. EXTENDED OR RELOCATED IN THE FUTuTRE 7801130818 COVERS ENTIRE PARCEL AREA AFFECTED: RECORDING NO.: PURPOSE: AREA AFFECTED: RECORDING N0: 6 7 69.00' 45.00' 0 30.00' 0 5O REC. NO. 5973722 E- S014 "'W J0.00' 50 BUILDING /1 BUILMNG n BUILDING /3 BUILDING 14 BUILDING 15 BUILDING 16 BUILDING 17 BUILDING 16 BUILDING 19 BUILDING 110 BUILDING 111 BUILDING 112 REFERENCES EQUIPMENT FIELD MEASUREMENTS FOR THIS SURVEY WERE PERFORMED 1417H A KILO TOTAL STATION INSTRUMENT. ALL PRIMARY MEASUREMENT EQUIPMENT UTILIZED HAS BEEN COMPARED TO AND ADJUSTED AGAINST A NATIONAL GEODETIC BASELINE WHIN THE LAST ONE YEAR. ADDRESSES 2 BULDING SETBACKS PER OTY OF TUKWILA: FRONT A 15, SECOND FRONT - 15. SDE - 10, REAR - 10' S PARKING SPACE COUNT: STANDARD COMPACT 764 463 4. VERTICAL DATUM: NGVD 1929 5. PARCEL CONTAINS 17.45 ACRES 8 0 25 SCALE 50 100 ( FEET ) 1 Inch = 50 ft. LEGEND Dl f8 10 ARE HYDRANT AUTO FIRE CONNECTION WATER VALVE WATER METER POST worcATon WATER BLOMYT WATER PAINT NARK UTIDTY POLE 743058 GUY ANCHOR VICINITY MAP KLS , unary POLE a POWER N_ETER © POWER VAULT O 8014ER 1RAN8FO4510R al TELEPHONE VAULT O TT.PHONE RISER O TELEPHONE MANHOLE - T - TELEPHONE PANT MARK • GAS METER ? GAS KNT -G-- GAS PAINT MARK C) CATCH BASIN O VOW MANHOLE -SD- STORY UNE O SEWER WHOLE `TE amcnorI Box 8 FOUND BRASS CA MON. N MONUMENT BOX FOUND MONUMENT AS NOTED LOCATION OF 7171E REPORT EXCEPTION EVERGREEN TREE DECIDUOUS TREE ® CONCRE75 WALK HANDICAP 21 CITY OF TUKWILA APPROVED JUN 3 1997 RI III DING DIVISInrd 9 200 TE 1. REFERENCE SURVEY PLATS; VOL. 128/27 -28, VOL 104/8 -10, VOL 31/73 -74 VOL 83/22 -25 REFERENCE SURVEYS; 54 /215 43/115, 128/26. 2 SHORT PLAT NO. TU SP 91 -9 5S RECORDED UNDER RECORDING N0. 9208261819, RECORDS OF KING COUNTY, WASHINGTON. 545 ANDOVER PARK NEST TUKWILA. WASHINGTON 98188 ANDOVER PARK KEST TUKNWLA, WASHINGTON 98188 575 ANDOVER PARK NEST TUKWILA, WASHINGTON 98188 555 ANDOVER PABlE NEST TUKWILA, WASHINGTON 98186 625 ANDOVER PARK NEST TUKWILA. WASHINGTON 98188 645 ANDOVER PARK NEST TUKWILA, WASHINGTON 98188 655 ANDOVER PARK NEST TUKWILA, WASHINGTON 98188 535 ANDOVER PARK NEST TUKKILA WASHINGTON 98188 665 ANDOVER PARK KEST TUKLNLA. WASHINGTON 98188 360 CORPORATE DRIVE NORTH TUKWILA, WASHINGTON 98188 375 CORPORATE DRIVE SOUTH TUKWNLA, WASHINGTON 98188 370 CORPORATE DRIVE NORTH TUKNILA, WASHINGTON 98188 ECENEO CRN n OF TUMI.ILP APR A 3 1997 GENERAL NOTES 1. SUBJECT PARCEL IS ZONE X - OUTSIDE 500 YEAR FLOOD PLAIN PER FIRM MAP 5303, SHEET g W u ° g 5 Q, a III . € s II p I light/ j € j losssssed aRPeee F :DNEEE li4$> lE 3 t.- Mgvsitsg5tig Igti i t > 4 J b i il langseg • � ' t 1 1 i ' 1 lilt 11 1 I $ € IMO"! 11 .� $ � ;IillIJ iI �11 I� i � iii g� ig I �/1 115 I liii ills :ill gi i gif it el i illifi Q �11 �i ill is$ i4 ss ;5igh; z.i sel i= sE ooaiassg 3iii3igs a <s$R:fix xMEE 11Fa€la lilMid:d iiiiiiatai v 0851o.a3 s RElikiii; laol asaiss1a j pi J if III m l f: 1 I ih 10 1 ;02 14111111 V111111 I IilI if} ii i gggm 217,1t= :�um5�az�££ 4s �'s 14 gnhgEil ._o ...9.11i1ViOii 11$ r 4rA Neshe .J..33 X55°3313 ;A3t5tgk! aiiiiis f ! f ! q iiIi g i �ii ij : ! II il I i!ial !ifl h !I fd!I Ii hill 11 11111111 ilalibess6sslAgE IL Ws ®W ih 23eHsE ElHat€ A LL ER I A h al m ach cv.sx3le.s.g3iss3u3r s a8g€ 1! I I a 1 i I ill; Ili i - I�$ i !II11 ih Jihh !I iII ! IIfl !I 1 1111 ; 11111 s lk R°5SS >.gt.4sss0 553msms#alm c). 333 ,1058 h $atssggIn3 333a g III .r, 1 ii g. i 1 i Ni.ii ilH , 1 I li 11 fib I ma n Iji 11. y 1 41 1 „ I III I i I14 LL9 I! I !+& , I i ! i� tll g , G `° I ill . ee IK83ssuiEUglial3ilialazi3EEE53 i- -Ree el d Re .§01$11 xss$sed gERO i 1 a 4 11 ill If b oi /1 a a h 8g�li 5 g BMA I..'.1 r I g If. I MGM n.u.'1 b h � CI I I I 7r C, I 1 1 it I A !! N 11 I CIERR ;IN 11 I I ©, 1 if 1 I tal1211111113i! — co 1 '1 �_} � JOWL.\ 1tl9 H8'4ad� � � ` t4�s!lS,0 Iil1 I I!11,1I I il l!! i 1111 1 1111 a 1 1111 ; i!I 1111hlJIhh 8� 3s�3s 3rc33's�33s� >u 000es�s��ss �a `a$ I _ m l a I IiI M 61 ti 4 1 I Q o ® ?d/O -bbe I 3 ▪ • I B I I • I I C' ay Luz Rena I 0 L 0 a W ::) O ( , W cc • LU • a te. CD ,CC Ye c 7 oo J 9.4 ce J < — U G V Lui U CL CC 01 a- a I I I M CC I c U) A I PSI I DORY PAVILION - SEE SHY. A -5 ^P. FRP REYOVE EgSPNG UGH? FlX'URE NEW CURB CUT FREE.. RAMP 1.12 SLOPE ®OMIT RY LAYOUT /PAVING BLDG 12 NBBJ 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fax 1206) 621 - 2300 EXIST. TRASH ENCL. TO REMAIN - PAINT MATCH ENCL. ,08Tbt M „6Z,LbtOS / SITE PLAN 1 ° =4e , 50' 0 25' 50' 700' 200' ENTRY P.n. - SEE SHT:.A -5 LOBBY NEW POLE - MOUNDED' q PKG 9GN yo kw PLANTINGS PT. SYMBOL FOR NEW MSS STALL --► T. 5' -0' . I C W CESS PATH NEW CURB GUT R WHEELCHAIR RAMP 1:12 30PE 21 EXIST. CURB v RY LAYOUT /PAVING BLDG.10 I 1/16° = 1'-0• DF. I quo EXI CONC. P AS REDO. (SHOW DASHED CH ORAN CONC. SEA i SAP 1 2' 4� WOE 0� 06Zt � 9 1 1 1IIi!il NEW TRASH ENCLOSURE OMIT DEMO & REMOVE EXIST. TRASH ENCLOSURE ,00'LLc M „6Z,LP.LOS ANDOVER PARK WEST PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON (IGNENTRY LAYOUT /PAVING BLDG.4 �, /16 = 1' -0 1, c. ENTRY PAVILION` SEE SHT 'A -5 CONC. EXIST. GONG PAVING _ *Firma— , (SIIOWN DASHED) 10 riOC ®, . DRAIN - REMOVE EXIST. ;:tt, ' I DISABLED LIGHT FIXTURE Iii i VI. NNOUNIED �' �®.. �� ..NG PT. SWlBOL 1'��.. Fqt NEW ACCESS STALL \_ ME PT. 5-0” W. • ACCESS PATH t � I .. . \,'1 �i �. NEW PLANTINGS F RY LAYOUT /PAVING BLDG.3 1/ 16 ° = 1' -0° qgC PKG. SGN NEW TRASH ENCLOSURE DEMO & RElA0 EXIST. TRASH ENCLOSURE 1 6 TYP.•STRIP NEW CURB CUT 8: WHEELCHAIR RAMP 1:12 SLOPE 6L Lb. ON RARKING ANALYSIS SMEARY EXISTING PROPOSED TOTAL PARKING STALLS 1251 1257 TOTAL HANDICAPPED STALLS 22 22 NOTE: STALL DIMENSIONS SHALL FOLLOW CITY OF TUKWILA ZONING CODE 18.56. ° ISSUED FOR PERMIT BLDG. 4 ONLY ,00" ENTRY PAVILION' SEE SHY. A -5 'E420 DDRAH I KONG 21 TYR SIRIP 2' -4” WOE NEW PO D NTD. PARKING I 1 PARKING SIGN . PT. BOL FOR SYM NEW 'ACCESS STALL ° (t, PT. 0 W ACCE$$. PATH NEW CURB CU R WHEELCHAIR RAMP 112 SLOPE NEW CURB TO l NEW PLAN, MATCH EXIST. RY LAYOUT /PAVING BLDG .2 ;/16° REMOVE EXI CONC. P AS RECD' (SHOWN DASHED I CONC.11 CONC SEAT, KONG 21 REMOVE EXIST. I — LIGHT FIXTURE NEW TRASH ENCLOSURE OMIT ° DEMO & REMOVE EXIST. TRASH PAINT TO MATCH ENCLOSURE EIFS -2. M „6ZLb.1OS KON0 21 -4 STRIP 2' -4' WDE REMOVE EXIST. LIGHT FlXNRE I INDY POLE MOUNTED DISABLED PKG. SICl1 NEW CURB PT. SYMBOL -OU NEW ACCESS STALL PT. 5 -0' W. ACCESS. PATH 1/16• OMIT t EXISTING BUILDING 11 2 STORY F.F. =24.50 30,208 GSF I l 1 1 1 124 EXISTING BUILDING 7 2 STORY 19,421 GSF II ii7Jj111111 OMIT EXISTING: BUILDING 9 2 STORY F.F. =24.00 20,421 GSF PREP. & PAINT EXIST. MTL ROOFING TO MATCH EFS -1 (NF). EXISTING BUILDING 6 2 STORY F.F. =24.00 20,421 GSF EXISTING BUILDING 8 2 STORY F.F. =24.00 20,421 GSF EXISTING BUILDING 5 2 STORY ° OMIT F14' 422 AKAI/,i/1 EXISTING BUILDING OIA 2 STORY I V F.F. =24.00 19,421 GSF EXISTING BUILDING 3 2 STORY F.F. =23.50 20,421 GSF OMIT EXISTING BUILDING 2 2 STORY F.F. =22.50 19,421 GSF III illy 81 !II11111Par EXISTING BUILDING 12 2 STORY F.F. =24.00 19,421 GSF OMIT — EXISTING BUILDING 1 2 STORY F.F. =22.50 20,421 GSF EXISTING BUILDING 4 2 STORY F.F. =23.50 19,421 GSF RY LAYOUT /PAVING BLDG.1 GENERAL SITE PLAN NOTES: 1. CONTRACTOR FIELD VERIFY ALL EXIST. SITE UTILITIES, LIGHTNG, LANOSCAPE IRREGATON & SITE DRAINAGE SYSTEM PRIOR TO START OF WORK. - COORDINATE W /OWNER REP. 2. PROVIDE POSITIVE SLOPES AWAY FROM BLDGS. 9 ALL AREAS OF NEW WORK. 3. SLOPE CONC. SIDEWALKS ® 1% AWAY FROM BLOCS., TYP. 4. PAINT ALL ELECT. BOXES & 'RANSFORMERS TO MATCH EIFS -2 COLOR (5.18.) j I � I � bra 1 REA OF WORK - DEMOLISH AND REMOVE EXISTING COVERED WALKWAY STRUCTURE & LIGHT FIXT., CLOSE EXIST. ELECT. LINES AS REOD. - PATCH AND REPAIR PAVING TO MATCH EXISTING NEW TRASH ENCLOSURE - EXTEND EXIST CURB & PLANTING — OMIT — LEGEND REMOVE EXIST. CONC. PAVING AS RED. (SH over ' DASHED) W ENCH DRAIN CONC. SEAT lcgTC. 2) NEW CURB CU IF WHEELCHAIR L RAMP 512 SL NEW PLANDNGS', DEMO EXIST TRASH ENCLOSURE: (5 TYP.) REMOVE EXIST STRUCT. -PATCH & REPAIR EXIST PARKING PAVING. EXTEND OR EXIST LANDSCAPE ISLAND AS SHOWN TO MATCH EXISTING. EXISTING JUNCTION BOX 0 FOUND MONUMENT -SEE SURVEY EXISTING EVERGREEN TREE EXISTING DECIDUOUS TREE EXISTING CONCRETE WALK A -2 RECEIVED cm oP TuKwlu APR 0 3 1997 PERMIT CENT. CITY O1 TUK'A AP „�, v JUN 'i irl7 BUILDING DIVISION 0- 1 ENTRY PAVILI -SEE SHT. 5. OENIERUNE 0 DOORS DUNG. 21- TYP. STRIP 2' -4' WIDE Z_ 09T. CQVG. **I r� CENT.. 0 90085 0� 14 QI re fir I° SEAT G 21 TL I e 7 PAVILION: Building 7 1/8" = 1'-0° BLDG. 7 BLDG. 6 ATRIUM FOR TYPICAL NOTES SEE J , EMI MN= 2 STORY ATRIUM mml � � ■ o■■► �e � e il :F7■■■■■!! ■■ .EFIII ll■iI G'��■■■■■■■■■■ ■ti. ►.P a VI I\ , LOBBY 1115 BLDG. 7 SEECSS. 2, . 57 BLO NOTES �L WOMEN j3I DG. 6 SEE LOBBY NOTES I. , NOTE S WOME 1 1 + 1 MP III IOUBY LOBBY LOBBY Yr• WOMEN IG. 8 SEE LOBBY BEDGS. 1 ,3,12 NOTES 5 OMEN BLDG. 5 SEE LOBBY M. 2,4.10 NOTES SOL REMOTE CLG HUNG BANNERS ABOVE REPLACE DOORS REPLACE CARPET 2ND FLR. BALCONY ABOVE (SHOWN DASHED) NBBJ 8 ATRIUM 1/16" = 1' -0" 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fax (206) 621 -2300 I REPLACE 0.5 SQL REPLACE CARPET AT A1RUM GROUND 25000, 010GE ABOVE AND LOBBIES NOM RFIOCATE EXISTING FURNITURE & PLANTERS AS READ. FOR NEW WORK REPLACED t (SAME LOC) J REPLACE CARPET REPLACE DOORS REMOVE EXIST. TILE INSTALL NEW CBIE BORDER 7 -4' WIDE W /4 DIAGLWAL AREA 0 CORNERS, USE FULL TILES, TIP. W/ FIN. EDGED. 0 CARPET TRAlSIB@L ErMerdi gas =Far mid NM • ATRIUM m PAVILION: Building 5 1/8" = 1' -0" . PAVILION: Building '6 1/8° = 1' -0" O TRENCH DRAIN CONC. SEAT KONG. 2I EXIST VAULT RQIOVE E%ISi. ' GONG PAINING SHINGTON FOR TYPICAL NOTES SEE Ark ffsimi l//. BilliocOAFf Wirtfl ffl 'Ai nom PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTE CSR` RATE SQUARE T NEW CARPET 0 2ND F.. 1ST FLR SHADED REMOVE DOOR AL W. 0 1ST FLOOR EXIT. C.. TO REMAIN REMOVE Sf�riAw NEW POLE MOUNTED DISABLED PKG. SIGN' REMOVE SLOP® ASPHALT PT. 5 -0' WI. ACCESS. PATH PT. SYMBOL FOR NEW ACCESS STALL NEW PLANTINGS NEW CURB CUT MEELCHAR RAMP 1:12 SLOPE NEWW MATCH END NEW CPT e zNO FTR REMOVE CLG HUNG BANNERS ABOVE REMOVE WAIL CO.ING 0 310 REMOVE SIGNAGE EXIST. 8LE REPLACE DOOR IN EXJSr. A!UM. STOREFRONT ALIGN EDGE OF NEW COWMN TO EXIST. FIN. FACE I NEW PLANTINGS USING SA.C. SLAB ALLOW FOR NEW CONC. STRIPS G 1/8° = 1' -0" LOBBY /ENTRY: Building 9 (2ND FLOOR SIM.) Vas DoDRs / o I L__ I LOBBY /ENTRY: Building 11 1/8" = 1• -0" (2ND FLOOR SIM.) ISSUED FOR PERMIT BLDG. 4 ONLY FOR TYPICAL. NOTES 2ND FIR: STAN EXIST. S TO ERA WNDOWS TO REMAIN ICONC I� REMOVE EAST. CONC. PAVING ENTRY ' 7AT, -SEE SHT. A -5 �- EXIST. POLE 0GHT i0 REMAIN (COME. 21 PP. STRIP 2' -4' 810E FOR TYPICAL NOTES SEE ��a SRI i rs raj MB %FR MO WI" bl MIPARAPPAIWAirer I AV—� LOBBY REPAIR AND PAINT DENTED WATER FOUNTAIN TRENC•I DRAIN NEW PLANTINGS GONG SEAT ICCNC. 21 9 ENTRY PAVILION - SEE SHT. A -5. KONG. 2I IOU. S1RP 2 -4' 80E J STAIR8fl1 T1 PANT EXIST. AND W AND WOOD CAP. EXIST. WATER EONTEN - CONCEAL WRING WHERE REO'D. YE/SURF. MNT. PLUG MOULD & RECEPT. COVER, RP REMOVE EAST, WALL COVERING - PREP.& PAINT BLDG 2,4,10. REMOVE 4GNAC', TIP. REPLACE EXIST. LIGHT X. RE W/NEW - BLDG. 2, 4, 10. NOTE REMOVE ALL WALL MIRRORS IN LOBBIES AND HANGING BANNERS IN STAIRWELLS, RP. PAINT SCHEDULE: LOCATION 1ST FLR /2ND FLR LOBBIES STAIRWELL 151 FLR /2ND FIR VESTIBULE MEN WOMEN (DUNG PT2 PT2 cm cm WALLS cm PTI 1/8" = 1' -0" (2ND FLOOR SIM.) LEQ. EQ. rR FN1RY DOORS SEE SHEET A -2 FOR NEW PAVILION & PAVING LOCATIONS 0 TILERS fOIt TYPICAL NOTES WOMEN NOTE: BLDG. 12 HAS ELEVATOR - NT DOOR & FRAME REMOVE MIRRORS ' PLACE 2ND FL CARPET - SCOPE SIM. TO BLDG. 1, 3. LOBBY /ENTRY: Buildings 1, 3, 6, 8, 12 IM. 1/8" = 1' -0" (2ND FLOOR SIM.) I EXTENT OF NEW CARPET ON 2ND FIR. BLOC 2,4,10 AND 1ST FLR BLDG 4 TRANSIBON OF NEW CARPET TO EXIST. FLOORING TO OCCUR AT RENTER UNE OF EXIT. DOORS, BLDG2. VERIFY EXACT LOCARON DE EXISTING DOORS IN Flan. PR. AN Fl. R EXISEP & ST T. DOOR ANA N EAME PANT rm. FRAME REPLACE RUBBER BASE, T r. PREP & STAN DOOR. MID FRAME TO REMAIN 0 BLDG. 4 WAX OFF MAT LOCATION - ALIGN TO DOOR JAMBS WALK OFF MAT TO BE INTEGRATED RROI CARPET, SEE SPEC. - COORDINATE W/ OWNER'S REP. PAINT ELEVATOR DOORS & FRAME EGO REPLACE STOREFRONT WINDOWS OOPS. MATCH DIST. ARK 13.7E COLOR -SEE SHE. A -4 DST. PLYWO. FIN. WALL (REFUGE S.A.) REPLACE EAST. EXPOSED AGGRAGAIE CONC. WI 1/2' W0. NOTE PROVIDE NEw CAM AT SECOND FL OOIi LOBBY AS PER FIRST FLOOR LAYOUT SHOWN HERE NOTE BLDG.10- NO CARPET REM. FOR FIRST FIR STAIN DOOR AND FRAME ADJACENT TO ELEVATORS. NOTE: PROVIDE t•' 1WOE CARPET BORDER AROUND PERIMETER OF 1ST & 2ND FIR LOBBIES AREA OF WORK Ex PIS AI RS LOBBY/ENTRY: Buildings 2, 4, 5, 7, 10 SIM. PI IF GENERA. PLAN NOTES: 1. CONTRACTOR FIELD VERIFY P11 DIMEN90VS.AND CENTERLINE CONDEMNS PRIOR TO START OF CONSTRUCTION.. NOTIFY OWNER OF ANY DISCREPANCIES OR CONFIJCTS PR. TO STARTLE WNW. 2. GENERAL SCOPE OF WORK FOR 1ST & 2N0 FLOOR LOBBY REMODEL IS SAME FOR BLOCS t.TifRll 12 xF PLAN -2 FOR rPICAL NOTES. 3. COORDINATE ALL ELECT. /MEW. PLUMBING & EE . W/ 0RON SYSTEMS'x FI 5 RE00. W OWNER. 4. COORDINATE NEW DOORS & HARDWARE W /OWNER'S SECURITY SYSTEM REP. 5. RESB100M Fl SCHEDULE: NQ7L REMOVE EXISTING WALL COVERING AND PREPARE ALL NON -. WALLS FOR SEMI -GLOSS PAINT. GM WALE DI TOILET P. WALL: GM (DUNG PT2 COUNTERTOPS: REPLACE EXIST. C LAMINATE 111111: AEWAM NEVAMAR, ARP SURFACE, ENGLISH LACE TEXTURED, 5- 2 -85T. 6. NEW CONC. INSTALLED WITH ALL TOOLED • JOINTS & MED. BROOM FINISH -SEE 011.11 /8-6. 7. REMOVE EXIST. CONC. AREAS AS SHOWN. PREVENT SPAWNG BY DOUBLE SAW CUTS OR REMOVING 81101E SECTIONS 0 RISE. W0. JOINTS - SEE SPECS. A -3 RECEIVER CITY OF Tl1Y.�M "I,A APR 0 3 1117 PEWIT CERT. EXIST GWB GWB TO MATCH NBBJ 111 South Jackson Street Seattle. Washington 98104 1206) 223 -5555 Fax 1206) 621 -2300 MUWON GLAZING 4 1/2 12 JAMB AT STOREFRONT 3 = 1' -0' — EXIST PLYWD SIDING TO REMAIN. 4 1/2" BLDG. PAPER E.I.F.S. ON 1 70AM 1/2" SEALANT & BACKER ROD 1/4 SEALANT & BACKER ROD BOTH SIDES 14 STOREFRONT MULLION 3' = 3' = 1' -0' 4 1/2 GLAZING AS SCHED. PREFIN. ALUM MUWON GLAZING AS SCHED. PREFIN. ALUM MUWON PREFIN. DOOR FRAME DOOR JAMB AT STOREFRONT ALIGN MULUOD■ w /EXIST GW,B INT. FIN. 4 1/2 O HEAD AT STOREFRONT 3' — p 0' 4 1/2" GLAZING AS SCHED. n SILL AT STOREFRONT EXIST BI.KG. TO REMAIN. PREFIN. ALUM MUWON — OUTSIDE GLAZED PREFIN. ALUM PAN, WATER— TIGHT ON ALL SIDES, SET IN SEALANT 1/4" SEALANT & BACKER ROD BOTH SIDES w/WEEPS 24" 0.C. EXIST FDN JNT. PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE - ISSUED FOR PERMIT TUKWILA, WASHINGTON BLDG. 4 ONLY EXIST PLYWD SIDING TO REMAIN. 1/4 SEALANT & BACKER ROD BOTH SIDES PREFIN. ALUM MULLION — OUTSIDE GLAZED GLAZING AS SCHED. 4 a DOOR SILL 3' = 1' -0' TRANSOM GLAZING AS SCHED. PREFIN. ALUM MULLION PREFIN. DOOR FRAME MULLION BEYOND O DOOR HEAD AT STOREFRONT 1' 0' MULLION BEYOND PREFIN. DOOR FRAME ALUM THRESH w/ BEV EDGE ACCESSIBLE PER MFR —SET IN SEALANT EXIST FDN JNT. Dee BY neojrien d Rrc. 9mt Fah STOREFRONT DETAILS scale AS NOTED ryyro.ed By rob tom« 24646.00 Dmged SM Dram NJH Checked We 3/31/97 10 -4 1/4" (BLDGS. 1 3 9, 12) 9 1/4" (BLOCS. 2, 4, ;0) ED. NOTE: FIELD VERIFY ALL DIMENSIONS & CONDITIONS ALL CLEAR GLASS, TYP. —SEE SPECS. 9eet Nekr SYMBOL OF ACCESS MNT, TO EXTERIOR OF GL w/ ADHESIVE. CITY -0F TU WI A Pao' ^„F r1 JUN 31Ti1 TYP. STOREFRONT ELEV. DI 3/8' = 1' - F;_ \2 buh_ i iTFI`,11TI FECENEO cm of ruicwiu, APR 0 3111I 1997 M-T IVER O --n NBBJ 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fax (206) 621 -2300 V -11 1/2" I 4 O LIGHT COLUMN PLAic 1 /2' = PRECAST CONC. CAP -SEE DTL. 17 CAST -IN 11 / UGH yFixT. O (SHOWN TOTTED) T FIXT. DTL. 15 PRECAST CONC. CAP - SEE OIL. 17 RECESSED ELECT. BOX & CONDUIT THRU CMU - SEE ELECT. SPECS. i PRECAST CONC. -PT FIN. EMBED PL PER STRUCT. -GALV. FIN. REINF. CMU COLUMNS w /8xRx16 NOM. CORNER UNITS -SEE. STRUCT. FOUNDATION -SEE STRUCT. LIGHT COLUMN ELEVATION 1/2° = 1 SLOPE TO DRAIN 1/8 PER FT. 12 2' -3 EAST. EXT. WALL (V.I.F.) TRANSLUCENT PANEL SKYLIGHT _ ' -6" 1' -6" SCUPPER SKYLIGHT PNL & FLASHING SCUPPER: 12 GA. BENT MET GALA. & PAINT FIN. PRECAST CONC. CAP 1 16 TYP. SCUPPER SECTION DTL. I = 1' -o" NA24.16 • 17 PRECAST COLUMN CAP AXOMETRIC 1 1/2 = 1 ' -0 ' C12 CHAN. - -SEE STRUCT. f— OPEN TRENCH DRAIN BEYOND -SEE DTI_ TYP. ENTRY PAVILION: SIDE ELEV. 1/2' = 1' -0' f I` SEALANT PREEN ALUM FLASH SS SCREW w /NEOPRENE SEALANT TRANSLUCENT PANEL 1/4' BENT FL 8 1/8' TS 3 1/2 SQ. -SEE STRUCT. T /FIN FLR +00 ,. CANOPY DETAIL @ BRIDGE 3' = 1' -0 WELDED CONNECT. ()CANOPY DETAIL @ LIGHT FIXT. N Zvi: [ 1 1/2 8 1/8 SU RFACE MNT. UGNT Fl XT -SEE ELECT. SPECS. I LL ° = 1 . - 0 ° L. LIGHT FIXT. SECTION T /STEEL +16' -4 BEYOND (DASHED) BLDG. ADDRESS NUMBER PL L WELD TO C CHAN FOR NUMBER PL -SEE STRUCT. ELECT. BOX BEYOND THRU BOLT CONNECT. PER LIGHT FIXT. MFR. SURFACE MNT. UPLIGHT ROT. -SEE ELECT. SPECS. NOTE: ALL PREEN 1¢ G FIXTURE HOUSING wi ED & REINF. CORNER REFIN. FASTENERS TO M CA. SOLID NET. WAY ARCH TOP IN. ROUND HEAD PER SIDE. 50% OLA PERFORATED //// ROLES : ON 77/I6 SWAGGERED COTS. 7x7x3/4 BASE PL L 1xTx1 8 PREFlN. BASE CONNECT. EMBED PL IN CONC. CAP ELECT. CONDUIT THRU COL PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE .. SQUARE TUKWILA, WASHINGTON BLDG. ADDRESS NUMBERS: (VARIES) 'GARAMOND BOLD ITALIC FONT 3/8 CUT STEEL PL, GRIND SMOOTH WELD CONNECT. -SEE STRUCT. - PREFlN. 'SILVER METAWC GALS MTL SCUPPER, PT -5 (OPP. HAND) - SEE DTL. 16 f /MASONRY +8 -6 PRECAST CONC. CAP -SEE DTL. 17 SURFACE MNT. UPLIGHT FlXT. (DASHED) -SEE ELECT. REINF. CMU COLUMNS w /8xBx16 NOM. CORNER UNITS TRENCH DRAIN —w; REINF. CONC. FOUNDATION -SEE STRUCT. NOTE: ALL EXPOSED STEEL CONNECT. TO BE CONTIN. WELD & GRIND SMOOTH -PAINT FIN. ( PT -5 ) TS FRAME BEYOND OPEN OPEN TO SKYLIGHT BEYOND _ — _ I � I■ I NMI MEI MOE 14 A -5 C12 CHAN. -SEE STRUCT. �— OPEN -- ELECT. CONDUIT THRU CMU (DASHED) -SEE ELECT. EQ. OPEN J • TS FRAME BEYOND SST LINER SET IN SEALANT HIGH POINT OF GUTTER BEYOND TS 3 1/2 SQ. 3' -0 3' = EQ. EQ. EQ. SIDEWALK t� VARIES TYP. ENTRY PAVILION: FRONT ELEV. 1/2" = 1' -0" TRANSLUCENT PANEL GUTTER DETAIL @ BRIDGE ISSUED FOR PERMIT BLDG. 4 ONLY PREFlN. ALUM A BY SKYLIGHT MFR FLSHING . 1/4' BENT PL GUTTER & SKYLIGHT SUPPORT TS FRAME BEYOND SLEEVE CONNECT. FROM GUTTER TO DOWNSPOUT DOWNSPOUT BEYOND GUTTER DETAIL @ BRIDGE E.I.F.S. ON BLDG. PAPER EXIST POW SIDING FLASH As COUNTER FLASHING TRANSLUCENT PANEL PREEN. AA BY SKYLIGHT LUM MF FLSHING R. S BENT SUPPOR SUPPORT SST UNER SET IN SEALANT -SLOPE TO DRAIN. SLEEVE CONNECT. FROM GUTTER TO DOWNSPOUT TS FRAME BEYOND 3 ° 6 DOWNSPOUT BEYOND CONNECT TO E ST DRAIN SYSTEM )A.I.F.) E.I.F.S. ON BLDG. PAPER CONTIN. 1/4' BEN CANOPY SUPPORT TS 3 1/2' SQ. BEYOND 12 GA. GALV. STL GUTTER ATTACH TO STL CHAN -- TAPERED STL T BRACKETS BEYOND TRANSLUCENT PANEL PREFIN, LUM A FLASHING 2 FACE OF EXIST BLDG - VARIES (VIE) TS 3 1/2 SQ. FRAME BELOW (SHOWN DASHED) MET GUTTER & SCUPPER -SEE BLDG. PLANS FOR LOCATIONS. TAPERED ST_ 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. UPUGHT FIXT. BELOW (2 TYP.) BLDG. ADDRESS NUMBERS BELOW PRECAST CONC. CAP (4 TYP.) -SEE DTL 17 —� E.I.F.S. ON BLDG PAPER ON EXIST. PLYWD SIDING FLASH & COUNTER FLASH -SEE DTL 12 SS SCREW w /NEOPRENE SEALANT TRANSLUCENT PANEL BENT PL w /BLOCKING -SEE DTL 16/S2 3/4' ROD & SEALANT E.I.F.S. DG. PAPER ON EXIST. ON PLEAD SIDING TS FRAME BEYOND ()CANOPY DETAIL @ BLDG WALL 10 SCUPPER DETAIL @ PAVILION 3 = 1' -0 1 1' -3 1'-3" 1' -11 1/2" TS 3 1/2' SQ, BEYOND 91 116 EXTERIOR DETAILS sod. AS NOTED AWNSd Br 1.9Ed SM Dram NJH EQ. EQ. 1'- 1 EQ. T PL 3' = 1' -0 EO. ED. i EQ. L — 8' -I1" 1' -3" 7' -6" 1'- 1 1/2 ° � ()TYP. ENTRY PAVILION ROOF PLAN 1/2 - 1' -B° CANOPY TOP DETAIL CANOPY EDGE DETAIL .0; of Reeas bb Nukes 24646.00 Ceded Dote 3/31/97 ?o N_ TRANSLUCENT PANELS (WHERE OCCURS) - SEE BLDG, PLANS TRANSLUCENT PANEL ALUM. FLASHING SEALANT T /STEEL +164 TS 3 1/2' SQ. -SEE STRUCT. 1/8' CONTIN. BENT PL WELDED TO TS FRAME TS FRAME BEYOND TRANSLUCENT PANEL — ALUM. FLASHING TS 3 1/2' SQ. -SEE STRUCT. TS FRAME BEYOND 1 ,E`,FIT',;; TRANSLUCENT PANEL TS FRAME MEMBER, TYP. 3 1/2' SQ. N PAVILIDN TS FRAME BEYOND ®TYP. ' CANOPY PANEL JNT. DETAIL 3 = 1' -0' Eau_ cn, OF APR 0 3 1997 Az CENT, A PP Ph In 55 Pia 3 r .,/ NBBJ 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fax (206) 621 -2300 5' -0° CLR. TO BLDG. & EQUIP. 40 EXTRA STRONG GALV STEEL PIPE w /CONC. FILL PT. FIN. (YELLOW) T /PAVING OR LANDSCAPING 15 "0, 2500 PSI CONC. FOOTING. TYP. BOLLARD DETAIL 3/4' = 14 TYP. TRENCH 3/4 = 1' -0• EXIST BLDG LINE EXIST PLYWD. SOFFIT -PT. TO MATCH EIFS- PAVILION COL BEYOND RIVER RUN STONES 1 0 MAX. T /PAVING OR LANDSCAPING 2;.3 TREATED WD CRUSHED STONE 6 ° 0 PERFORATED PVC PIPE - CONNECT. TO COST SITE DRAINAGE SYS. (V.I.F.) GUTTER EIFS -1 6' -9 1/4' EXIST WIDTH (VIF) EXIST TS 1 1/2" x 3 1/2 -PREP. & PT TO MATCH NEW OPEN EXIST PLYWD. -PT. TO MATCH EIFS -2 EXIST PLYWD. SOFFIT -PT. TO MATCH EIFS -2 PAVING 3/4 4 TYP. BRIDGE CROSS SECTION 1/2 = 1= �� -- �� '�''T PROVIDE - OINTSTYP. 2' 0' SLIP DOWELS - A ® J, � .f 1.8 TREATED WD ®JNTS. N ' B ' 4' MIN. FREE DRAIN GRAVEL 4' MIN. FREE DRAIN GRAVEL @SIDEWALK SECTION ON — SEE EA PLANS. 3 / 4 ' = 1 ' - 0 ' 3' -0' MIN. 3 A. CURB CUT PLAN DETAIL NOTE: PROVIDE ON . (2 NIENF. BARS IN STRIP SECTI REMOVE EXIST ROOF STRUCT. (SHOWN DOTTED) TRANSLUCENT PANELS CONTN. TS 3 1/2" SQ. -WELD TO EXIST. FRAME FIELD CUT EXIST TS FRAME ® THIS HT. -DEMO & REMOVE ABOVE. - ALIGN NEW VERT. TS w /EXIST TO REMAIN GUTTER TS 1 1/2 x 3 1/2° -WELD TO EXIST. FRAME REPLACE EXIST MECH & SPR. PIPES AS REQ. w/ GLAV. & PT -5. - RELOCATE TIGHT TO UPPER CORNER AS SHOWN w /SIDE SPRAY HEADS. REMOVE EXIST DOWNSPOUTS - ADD 3 "0 24 GA. DOWNSPOUTS RED TO EXIST. PIPING FROM BRIDGE FIR DRAINS. (PT -5) EXIST WD RAILING TO REMAIN. -PREP. & PT -5 T /2ND FLR +13' -3" RFS -2 OVER EXIST PLYWD, - SEE SHEET A.7 58:18: ALL EXPOSED STEEL CONNECT. TO BE CONTIN. WELD & GRIND SMOOTH -PAINT RN. ( PT -5 ) Df 1' RAD. MAX. TOOLED CONTROL JNT. -SEE PLANS BROOM RN. CONC. PER PLAN -3S -SET IN 2 24 O D.C. WAY EDGE, TYP. EXIST SIDEWALK AS OCCURS FLUSH TRANSITIONS TO ADJ. PAVING RELO FP SP • PIPE. EXIST WIDTH (VIE) EXIST PLYWD. -PT TO MATCH EIFS -2 3/4' = 4' -0 EXIST TS 1 1/2 x 3 1/2° -PREP. & PT TO MATCH NEW OPEN O 3 TYP. BRIDGE CROSS SECTION 1 /2' _ � -0 IMAM �ECIl4N TYP. BENCH ELEVATION /SECTION TYP. BENCH PLAN 3/4' = 1' -0' G EXIST PLYWD. SOFFIT -PT. TO MATCH EIFS -2 REMOVE EXIST ELECT. FIXT. & CONDUIT WHERE OCCURS. (VIE) EIFS -2 SLOPE TOP TO DRAIN SMOOTH ARCH. IN. F CONC. ALL SIDES 1 RAD. MAX. 03 ACH W BARS AY N 24 O.C. E T /SIDEWALK OR GRADE FREE DRAIN GRAVEL r SLOPE TO DRA N 1 4 PER FT. LA IN WAY SMOOTH ARCH. FIN. CONC. ALL SIDES T /2ND FLY +13' -3" ¶ EXIST BLDG. TYPICAL BRIDGE ELEVATION (3 LOC.) 1/4' = 1' -0' INTERGRAL CURB & F w/ REINF. -SEE OIL T /GRADE 1 -1/2' = PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: � SOUTHUNTER CORPORATE SQUARE ISSUED FOR PERMIT TUKWILA, WASHINGTON BLDG. 4 ONLY OPEN ST FRAME ABOVE FD NOTE HELD VERIFY ALL EXIST. DIMS. & CONDITIONS PRIOR TO BID. EXIST BLDG. WALL LINE °TYPICAL BRIDGE PLAN (3 LOCATIONS) 1/4• = 1' —D• 5' NOM. EXTRUDED CURB -MATCH -EXIST PROFILE (V.I.F.) EXIST AC PAVING TO REMAIN -PATCH AS REQ. REMOVE EAST AC PAVING AS REQ. TYP. CURB SECTION DI CONC. STL 11 COL FRAME III 2x4 TREATED WD FRAME w /2x4 STUDS 0 16' O.C. 5/8 1 P5 WD - PT TV T -1 M ATER EIFS EA / /''0 STD G STL PIPE C. -BOLT WD E, TYP. MIN CONTIN. X 12 GA GALV FLASHING EA SIDE - , e , int -V 22 GA GALV MTL FLASHING FA LS ® 2 w / ' O.C. 1 1/2" GALV ONC. PAD -SEE DO.. 11 PLANTING AREA -SEE PLAN EXTRUDED CURB - SEE DTL. 7 - - ¶ - - -- EXIST ASPHALT -PATCH AS REQ. 15 ° 0 2500 PSI CONC. FOOTING. //�Q� /QTR ' SH ENCLOSURE SECTION ILA 1 -1/2' = DLL \SIII_S 1/2 FULL V-- EXIST BLDG. I BEYOND GUTTER & FLASHING TYP, BAY EQ. I EQ. \—ADD TS FRAMING EXIST TS COL.— , , EXIST WD. RAIL [IFS OVER EXIST PLYWD ..---OPEN TO BEYOND - 3' LEADER CONNECT. TO EXIST DRAINAGE SYSTEM INSIDE BLDG. WALL (VIF) DOWNSPOUT CONNECT TO EXIST DRAINAGE SYSTEM. TRANSLUCENT PANE. SKYLIGHT TS MET FRAME & FLASHING ROOF PLAN DescrOica d. Psi. Stem Tab EXTERIOR DETAILS SITE DETAILS solo AS NOTED Bw ,d 8y lob Nebw 24646.00 OPEN EXIST BLDG. WALL LINE EXIST SOFFIT ABOVE EXIST FLOOR DRAINS (VIF)- EM PLAN Dmp7ed ON Uwm NJH Oed;ed Doe 3/31/97 EXP. JNT. —� Stem Nailer EXP: JNT.: EXIST BLDG. A -6 RECENEO CRY OF NIC;d_4 APR 0 31997 PERMIT CENTER NBBJ 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fox (206) 621 -2300 12 TYP. HEAD AT METAL BOX = EXIST MIL BOX 1 -1/2" SQ. WD TRIM SET IN SEALANT -PT ALL SIDES TO MATCH ADJ. EIFS COLOR BACKER ROD & SEALANT UNE OF EXIST WINDOW SILL BELOW WRAP EIFS ON 1 -1/2 FOAM 16 EIFS @ WINDOW JAMB 3' = 1' -0" 1/2" SNT & BACKE ALLOW 1" OPEN SPACE AT EA. END FOR DRAINAGE 10' BLDG. PAPER OVERLAP 22 GA. MET FLASHING (SHOWN 0 RIGHT) FLASHING DTL CONTIN. 1 -1/2' SQ. WI TRIM -PT ALL SIDES TO MATCH ADJ. EIFS TO MATCH v EXIST MIL BOX EXIST. HM DOOR FRAME COLOR PRIME & SEALANT EIFS ON 1 1/2 FOAM 05' TAPER TO JNT ® FRAME & ALLOW FOR DOOR SWING, TYP. C METAL DOOR JAMB - (HEAD SIM.) 15 3" = 1' 0' r, Pr AMIAMMIZZONTAVAMOMMIV EXIST. SIDING 22 GA. MET FLASHING BLDG. PAPER EIFS ON 1'1/2' FOAM, TYP. 1/2" SNT & BACKER 14 TYP. JAMB AT METAL BOX (SILL SIM) 3 = 1 ' - 0" i 'I i'I3 EIFS ON 1 1/2 FOAM Mr0 BLDG. PAPER OVER FLASHING ; ® � I EXIST SIDING BACKER ROD, TYP. 1/2 SEALANT & ►� ®�l, PARAPET FLASHING -SEE DTL 1 SADDLE FLASHING -WRAPS BEYOND 9 SADDLE FLASH SECTION 3" -0' 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 ®TYPICAL VERTICAL REVEAL 3' = 1'-0" 3' = EIFS ON 1 1/2" FOAM, TYP. EIFS ON 1 FOAM 30 LB. BLDG. PAPER EXIST. SIDING TO REMAIN CORNER RETURN - PLAN VIEW 3° = 1 " -0" EXIST. WINDOW EXIST. SIDING MUWON TO REMAIN. EIFS ON 1" FOAM BLDG. PAPER EXIST. SIDING COLOR PRIME BACKER ROD & SEALANT EAST. WINDOW FRAME ()WINDOW JAMB 9" = 1'-0" PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCEN T ER CORPORATE SQUARE TUKWILA, WASHINGTON NC \DRIVI VET., utr, PARAPET FLASHING -SEE DTL 1 SHOP FABRICATED SADDLE FLASHING (SHOWN DASHED) PARAPET FLASHING -SEE DTL 1 - SADDLE FLASH AXOMETRIC 3" = 1' -0 EXIST. WINDOWS TO REMAIN —► 2" 3" = 1' -0• NOTE: CENTER REVEAL ON MID. WINDOW MULLIONS, OR ALIGN EDGE OF REVEAL WITH OUTSIDE EDGE OF END MUWON AT END OF WINDOW BAY. -SEE BLDG. ELEVATIONS. WINDOW SILL @ 2nd floor 3 " -1 0' ISSUED FOR PERMIT BLDG. 4 ONLY EXISTING FLASHING - CUT TO MAINTAIN 1" TAB AS SHOWN. -WIRE BRUSH CLEAN, PREP & PT TO MATCH ADJ. EIFS COLOR. 22 GA MIL. FLASHING SET IN SEALANT -SEE Di BELOW EIFS SYSTEM ON 1 -1/2" FOAM BUILDING PAPER EXIST. SIDING EXIST. WINDOWS TO REMAIN EXISTING FLASHING TO REMAIN AS SHOWN -WIRE BRUSH CLEAN, PREP & PT TO MATCH ADJ. EIFS COLOR. 22 GA MIL FLASHING SET IN SEALANT -SEE DTL BELOW EIFS SYSTEM ON 1 -1/2" FOAM BUILDING PAPER WINDOW SILL @ 1ST FLOOR EIFS SYSTEM ON 1 -1/2" FOAM FLASHING 511.. _t . NOTE: COORDINATE PARAPET FLASHING w/ REROOFING WORK BY OTHERS. REMOVE EXIST. CAP FLASHING SYSTEM. (SHOWN DASHED) CONT. 20 GA. GALV. CLEAT OVER EXIST ROOFING. Nate Dore BY Daw AO of v aos EXIST WALL & ROOF TO REMAIN. O1 TYP. PARAPET SECTION 3' = EXIST WALL CONST. TO REMAIN. LINE OF SOFFIT BEYOND TYP. HORIZONTAL REVEAL SEC. 3' = P -0' EXIST WALL CONST. TO REMAIN. EXIST PLYWD SOFFIT (NOT LEVEL) -PT. TO MATCH ADJ. EJ.F.S. FIN. COLOR TYP. SOFFIT SECTION 3" = 1' -0" EXIST WALL CONST. TO REMAIN. EXIST. FLAStt1G c TO REMAIN TYP. SILL SECTION 3' = N Sleet Tile E.I.F.S. DETAILS sole 1 -1/2" = Awd BY TREATED SOLID BLOCKING 24 GA GALV. MTL SNAP -ON CAP FLASHING w /SLIP JNTS. ® 12' -0" O.C. -PT TO MATCH ADJ. EIFS. CONTIN. 20 GA. GALV. CLEAT PLYWD FILLER AS REQ. E.I.F:S. ON 1 1/2" FOAM 30 LB. BUILDING PAPER EXISTING PLYWD. SONG (S /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 0 6:12 EIFS SYSTEM ON 1 -1/2" FOAM 30 LB. BUILDING PAPER EXISTING PLYWD SIDING (5/8" THK) PLYWD FILLER AS REQ. PROVIDE STRAIGHT, LEVEL FIN. EDGE -ALICN TO LOWEST POINT OF SOFFIT. COLOR PRIME, ROD & SEALANT EIFS SYSTEM ON 1 -1/2" FOAM 30 LB. BUILDING PAPER LAP OVER TRACK EXISTING PLYWD SIDING (5/8" THK) 20 GA. GALV MIL w /WEEPS 0 24• O.C. SET 0 SEALANT REMOVE EXIST EARTH - AS REQ. (VIF) WIRE BRUSS.CLEAN EXPOSED CONC. NEW GRADE JNE kb mwww 24646.00 Dedied SM 0.81 JC ceded Duce 3/31/97 GENERAL E.I.F.S. 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 11 -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 REO. 3.CON1RACTOR TO FIELD VERIFY EXIST WINDOW CONDITIONS PRIOR TO START OF E.I.F.S. APPUCARON & CONFIRM INTEGRITY OF BLDG WATERTIGHTNESS. -NOTIFY OWNER Of ANY CONFLICTS. 4.DEM0 + REMOVE EXIST TRIM & FLASHING AS SHOWN. .then A -7 CITY OF TU APR 0 31997 PERANT CENTER NORTH ELEVATION 1/8' = 1' -0" Y REVEAL JOINT AUG. EXIST MULLIONS OR TO O EKE OF SOFFIT (SHOWN AS DBL LINES) AIJCN EDGE OF REVEALS AT CORNER OF MUWON JOINT (TYR) 9/8' EXPANSION JOINT ALIGNED TO ED W CENTE OF EXIST WAN D A-I GE OF SOFFIT {SHOWN DSHED) 3) i ALIGN CENTER OF REVEAL TO CENTERLINE OF EXIST MUWONS (T1P.) NBBJ ®WEST ELEVATION 1/8 = 1' -0" WEST ELEVATION I /8' - 1 0" 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fax 1206) 621 -2300 i Mg II ampople 0 ADD EIFS TO EXIST. BRIDGE STRUCT. (SHOWN DASHED) TYP. 0 G L _1 L J PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE - ISSUED FOR PERMIT TUKWILA, WASHINGTON BLDG. 4 ONLY ()NORTH ELEVATION 1/8 = 1 -0" to TYP. ELEVATION AT REVEALS N.L5. ®SOUTH ELEVATION 1/8 = 1 -0" ( (3) O 1 JV'•.,12:+_ qt O De 5A of Rediare Seel 10, EXTERIOR ELEVATIONS Skin application, color key J O BUILDINGS 2,4,10 s� 1/8" = 1' -0" A5.ored By Ja6 NOBer 24646.00 0.0.4SM - Dro.JC Clocked owe 3/31/97 GENERAL ELEV. NOTES: 1. INSTALL EXTERIOR INSUL & FINISH SYSTEM (E.I.F.S.) OVER EXIST PLYWD SIDING THROUGHOUT. . —BLDG. ELEVATIONS ILLUSTRATED HERE FOR GEN. SCOPE ONLY. CONTRACTOR SHALL FEILD VERIFY ALL DIMENSIONS AND CONDITIONS - PRIOR TO BID. 2. SEE ELEV. 1/A -8 FOR TYP. NOTES SHALL APPLY THROUGHOUT. — SEE SHEET A -7 FOR TYP. EJI.F .S. DETAILS. CONTRACTOR TO COORDINATE W /FIELD CONDITIONS.. 3. EXISTING DOORS N 61ND0WS TO REMAIN (U.N.O.) 4. REMOVE &. REPLACE EXIST LANDSCAPING AS REQ. — COORDINATE 1WTH OWNER REP. 5. PAINT SOFFIT 0 2ND FLOOR WINDOWS TO MATCH EIFS -1. PAINT SOFFIT 0 1ST FLOOR WINDOWS TO MATCH EIFS -2. 6. ON BLDG. 9 ONLY, PAINT EXIST PLYWD SUN SHADES TO MATCH ADJ. EIFS, 7. SUBMIT COLOR SAMPLES TO OWNER FOR APPROVAL. OWNER RETAINS RIGHT TO CHOOSE FINAL COLORS FROM MFR. FULL RANGE OF STANDARD & PREMHIM ETLO S. 8. SUBMIT ALTERNATE BID TO ADD HEAVY DUTY MESH OH WALL AREAS ADJACENT TO 1ST '.II. OOR BLDG ENTRANCES (2 PER BLDG.) —AREAS TO COVER FULL PANEL SECTIONS BIM BLDG CORNERS FROM TOP OF SIDEWALKS UP TO SOFFIT OR REVEAL UNE FOR FULL WIDTH WHERE SIDEWALK TOUCHES BLDG FACES. (V.I.F.) — COORDINATE WITH OWNER REP. TLI)'0ILA APPROVE! JUN 3 1997 BUILDING DDIVISIOII COLOR KEY: O UGHT: EIFS -1 O MEDIUM: EIFS -2 O DARK: EIFS -3 ' DrIV OF APR 0 3 1997 PFAMR CENTER A -8 PECENED cm of TuWTVIu OPP IT 3 TN -- 1 O I I I ( O _ O O El p p - p I \ 1 (3) l 7) l 7/ NORTH ELEVATION 1/8' = 1' -0" Y REVEAL JOINT AUG. EXIST MULLIONS OR TO O EKE OF SOFFIT (SHOWN AS DBL LINES) AIJCN EDGE OF REVEALS AT CORNER OF MUWON JOINT (TYR) 9/8' EXPANSION JOINT ALIGNED TO ED W CENTE OF EXIST WAN D A-I GE OF SOFFIT {SHOWN DSHED) 3) i ALIGN CENTER OF REVEAL TO CENTERLINE OF EXIST MUWONS (T1P.) NBBJ ®WEST ELEVATION 1/8 = 1' -0" WEST ELEVATION I /8' - 1 0" 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fax 1206) 621 -2300 i Mg II ampople 0 ADD EIFS TO EXIST. BRIDGE STRUCT. (SHOWN DASHED) TYP. 0 G L _1 L J PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE - ISSUED FOR PERMIT TUKWILA, WASHINGTON BLDG. 4 ONLY ()NORTH ELEVATION 1/8 = 1 -0" to TYP. ELEVATION AT REVEALS N.L5. ®SOUTH ELEVATION 1/8 = 1 -0" ( (3) O 1 JV'•.,12:+_ qt O De 5A of Rediare Seel 10, EXTERIOR ELEVATIONS Skin application, color key J O BUILDINGS 2,4,10 s� 1/8" = 1' -0" A5.ored By Ja6 NOBer 24646.00 0.0.4SM - Dro.JC Clocked owe 3/31/97 GENERAL ELEV. NOTES: 1. INSTALL EXTERIOR INSUL & FINISH SYSTEM (E.I.F.S.) OVER EXIST PLYWD SIDING THROUGHOUT. . —BLDG. ELEVATIONS ILLUSTRATED HERE FOR GEN. SCOPE ONLY. CONTRACTOR SHALL FEILD VERIFY ALL DIMENSIONS AND CONDITIONS - PRIOR TO BID. 2. SEE ELEV. 1/A -8 FOR TYP. NOTES SHALL APPLY THROUGHOUT. — SEE SHEET A -7 FOR TYP. EJI.F .S. DETAILS. CONTRACTOR TO COORDINATE W /FIELD CONDITIONS.. 3. EXISTING DOORS N 61ND0WS TO REMAIN (U.N.O.) 4. REMOVE &. REPLACE EXIST LANDSCAPING AS REQ. — COORDINATE 1WTH OWNER REP. 5. PAINT SOFFIT 0 2ND FLOOR WINDOWS TO MATCH EIFS -1. PAINT SOFFIT 0 1ST FLOOR WINDOWS TO MATCH EIFS -2. 6. ON BLDG. 9 ONLY, PAINT EXIST PLYWD SUN SHADES TO MATCH ADJ. EIFS, 7. SUBMIT COLOR SAMPLES TO OWNER FOR APPROVAL. OWNER RETAINS RIGHT TO CHOOSE FINAL COLORS FROM MFR. FULL RANGE OF STANDARD & PREMHIM ETLO S. 8. SUBMIT ALTERNATE BID TO ADD HEAVY DUTY MESH OH WALL AREAS ADJACENT TO 1ST '.II. OOR BLDG ENTRANCES (2 PER BLDG.) —AREAS TO COVER FULL PANEL SECTIONS BIM BLDG CORNERS FROM TOP OF SIDEWALKS UP TO SOFFIT OR REVEAL UNE FOR FULL WIDTH WHERE SIDEWALK TOUCHES BLDG FACES. (V.I.F.) — COORDINATE WITH OWNER REP. TLI)'0ILA APPROVE! JUN 3 1997 BUILDING DDIVISIOII COLOR KEY: O UGHT: EIFS -1 O MEDIUM: EIFS -2 O DARK: EIFS -3 ' DrIV OF APR 0 3 1997 PFAMR CENTER A -8 PECENED cm of TuWTVIu OPP IT 3 TN NBBJ 111 South Jackson Street Seattle, Washington 98104 (206) 223 -5555 Fax (2061 621 -2300 General Structural Notes ,`HE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRA (IN65.J CRITERIA: A'__ MATERIALS VORKHANSHIP DESIGN AND CONSTRUCTION SHALL CONFORM TJ THE DRAWINGS, 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 80 MPH, EXPOSURE "B° EARTHQUAKE ZONE 3 SL PLANTS FOR ADDITIONAL LOADING CRITERIA 5. STRUCTURAL DRAWIN65 SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS 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 SIZES AND CONDITIONS PRIOR TO COMMENDING ANY YORK. ALL DIMENSIONS OF EXISTING CONSTRICTION SHOWN ON THE DRAWINGS 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 BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, 5EQUENCE5 OR PROCEDURES REQUIRED TO PERFORM THE WORK. 7. CONTRACTOR- INITIATED CHANCES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWIN55 INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFAGTURINS, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARE BY THE SUPPLIER. TO SHOP DRANIN65 FOR REINFORCING 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. 11. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, THE'�ORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AT STAMP DRAWINGS PRIOR TO REVIEV BY ENSINEDR 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 15 TO DEMONSTRATE TO THE E SINEER THAT THE CONTRACTOR UNDERSTANDS TIE 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 BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS AL PROCESSED BY THE ENGINEER, hE DE516N DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOME✓. SHOP DRAWING'S OF DE516N BUILD COMPONENTS INILUDINS ELEVATORS SHALL INCLUDE THE DESISNIN6 PROFESSIONAL ENGINEER'S STAMP, STATE OF WASHINGTON AND SHALL BE APPROVED BY THE CONPONBNT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENAINIEER 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 GALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGSS. SHOP DRAWIN£S SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRICTURE. DESIGN CALCULATIONS SHALL BE MADE AVAILABLE UPON REQUEST. 12. INSPECTION: CONCRETE CONSTRUCTION, PAST CONCRETE ERECTION, MA50NRY CONSTRUCTION, STRUCTURAL STEEL FABRICATION AND ERECTION (INCLUDING FIELD WELDING AND HIGH- STRENGTH FIELD BOLTING), EXPANSION BOLTS AND THREADED EXPANSION INSERTS, EPDXY 6R0UTED INSTALLATIONS, PLYWOOD SHEARWALL NAILING, AND DIAPHRAGM NAILING SHALL BE SUPERVISED IN ACCORDANCE WITH SECTION 1101 OF THE UNIFORM BUILDING CODE AND TAE PRO.ECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT. THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE FURNISH-',D WITH COPIES OF ALL INSPECTION SORTS AND TEST RESULTS. FOUNDATIONS: 13. FOUNDATION NOTES ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRE55URE ARE ASSURED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER. IF SOILS ARE FOUND TO BE OTHER THAN ASSJNED, NOTIFY THE STRUCTURAL ENGINE FOR POSSIBLE FOUNDATION REDE516N. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTIN65 SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINA6E ALLOWABLE SOIL PRESSURE 2,000 LATERAL EARTH PRESSURE 35 PCF 14. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXI5TIN6 CONSTRUCTION AS 01051RED AND IN A MANNER SUITABLE TO THE WORK SEOUENCES. EXISTING REINFORCIN'6 SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAN CUTTINS, IF AND WHERE USED, SHALL NOT OUT EXISTING REINFORCING THAT 15 TO BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOYED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING °INICLUDING' DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 P5F. A. ALL NEW OPENIN65 THROUGH EXISTING WALLS SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTINS ANY OPENINGS G. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING, IF POSSIBLE. COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 520 P: 206/343 -0460 SEATTLE, WA 98101 F: 206/343 -5691 CONCRETE 15. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH UBC SECTION 1905 AND ACI 301. CONCRETE SHALL ATTAIN A 28 -DAY 5TRENNTH OF f'c = 2,500 P5I AND MIX SHALL CONTAIN NOT LE55 THAN 5z SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP CF 5' OR LESS. THE MINIMUM AMOUNTS OF 05501T AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX I5 SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGMRENATE, WATER AND ADMIXTURES A5 YELL AS THE WATER GEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH AGI 318 -89, CHAPTER 5. REVIEW OF MIX SUBMITTALS BY THE ENAINBER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOQJMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR - ENTRAINED WITH AN AIR - CONTENT 005F0RIIN6 TO 1994 U.B.C. TABLE 19 -A -I. CONCRETE MAY BE PLACED BY THE "SHOTCRETE" METHOD, PROVIDED THE APPROVALS, TESTS, AND INSPECTIONS REQUIRED BY THE BALDING DEPARTMENT ARE OBTAINED. SHOTCRETE MATERIALS, EQUIPMENT, PROCEDURES, PROPORTIONS, BATCHIN6 AND MIXING AND PLACEMENT SHALL BE IN ACCORDANCE WITH AGI 506R -90 AND 1994 UBC SECTION 1922. THE "SHOTCRETE' METHOD SHALL NOT BE USED WITHOUT MAKING SPECIAL ARRANGEMENTS THROUGH OWNER AND ENGINEER UNLESS STRUCTURAL DRAWINGS ARE SPECIFICALLY DETAILED TO ACCOMMODATE SHOTCRETINS IN. REINFORCING STEEL SMALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH AGI 315 -92 AND 3I8 -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 MELDED 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. I7. CONCRETE PROTECTION (COVER) FOR REINF'ORGIN6 STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFOESIEP SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW 6ROUND) OR WEATHER (.6 BARS OR LARGER) . . . 2" (.5 BARS OR SMALLER) . . . I?" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS It," SLABS AND WALLS (INTERIOR FACE) SEATER OF (BAR DIAMETER PLUS 5') or . . . d" 18. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAYUN65 FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE MALLS. SL MECHANICAL PRAAIN65 FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENIN65 THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWIN65 FOR ALL 6R00VES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE AND PRECAST. MASONRY: I9. CONCRETE MASONRY UNIT WALLS SHALL BE CONSTRUCTED OF GRADE N, TYPE I UNITS, CONFORMING TO ASTM 090, LAID IN A RUNNING BOND. MORTAR SHALL BE TYPE '5° PER TABLE 2I -A OF THE UBC. GROUT SHALL CONFORM TO UBC REQUIREMENTS AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 P51 AT 28 DAYS, DE516N 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 UBC TABLE 21 -D. FULL STRESSES ARE REOU1RED. UNLESS NOTED OTHERWISE, PROVIDE THE F0LL0WIN6 REINFORLEME:NT: 4° WALLS b' WALLS 8' WALLS 10° WALLS 12° WALLS 9 4 ®48 "ac. VERT .4 ®48 "oc. VERT. .5 6 48"oc. VERT. SN ® "oc. VERT. 5 5 G 32 "oc. VERT. 5" dia. WIRE JOINT REINFORCING AT 8'oc. HORIZ. (2) 54 s 48 "oc. HORIZ. (2) .5 G 45"oc. HORIZ. (2) .5 G 48 'oc. HORIZ. (2) .5 S 40 'oc. HORIZ. IN ADDITION, PROVIDE (I) 4 5 (.4 a 6' AND 4' WALLS) VERT. AT EACH SIDE OF 00011505, AT WALL CORNERS AND INTERSECTIONS AND AT FREE ENDS OF WALLS AND (2) 4 5 ((2) e 6' WALLS AND 5 4 ® 4° WALLS) HORIZ. AT ELEVATED FLOOR AND ROOF LEVELS, AT TOPS OF WALLS AND MOOSE AND BELOW ALL OPENIN65. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAT. EXTEND REIN'PoRCBENT AROUND OPENINGS 2' -0" BEYOND FACE OF OPENING, IF 2' -0" 15 UNAVAILABLE EXTEND AS FAR AS POSSIBLE AND HOOK. PROVIDE CORNER BARS TO LAP HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS. FILL ALL CELLS CONTAINING REII0ORCENENT OR EMBEDDED 11E45 AND ALL CELLS BELOW GRADE WITH GROUT. PROVIDE GLEANOUT HOLES AT BOTTOM OF ALL CELLS CONTAINING REINFORCEMENT. ANCHORAGE: 20. EPDXY-6ROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED U5IN6 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 PONDER- ACTUATED FASTEJERE/i SHALL BE LOW VELOCITY TYPE (SERIES 1500, 0.14" DIAMETER UNLESS OTHERWISE NOTED) AS MANUFACTURED BY RAMSET /RED HEAD OR AN APPROVED EQUIVALENT IN STREWTH AND EMBEDMENT. INSTALL IN STRICT ACCORDANCE WITH I.C.B.0. REPORT NO 1639. MINIMUM EMOEOMENT IN CONCRETE SHALL BE I° :NILES OTHERWISE NOTED. MAINTAIN AT LEAST 3" TO NEAREST CONCRETE EDGE. 22. EXPANSION BOLTS INTO CONCRETE SHALL BE KWIC BOLT II AND THREADED EXPANSION INSERTS INTO CONCRETE SHALL BE SLEEVE ANCHORS AS MANUFACTURED BY HILTI CORP. INSTALLED IN STRICT ACCORDANCE WITS '.. C. B.O. REPORT NO 4621 INCLUDING MINIMUM DEMENT RREQUIREMENTS. SUBSTITUTES PROPOSED BY CONTRACTOR 51441 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. STEEL: 25. STRUCTURAL STEEL INCLUDING PLATES AND ROLE SHAPES, SHALL CONFORM TO ASTM A36, Fy = 36 K51. STEEL PIPE SHALL CONFORM TO ASTM A -53, TYPE E OR 5, GRADE B, Fy = 35 K5I. STRUCTURAL TJBINS SHALL CONFORM TO 051M A500, GRADE B, Fy = 46 K51. ANCHOR BOLTS AND CONNECTION BOLTS SHALL GOWN/4 TO ASTM A30T. 24. ARCHITECTURALLY EXPOSED STRUCTURAL STEZ SHALL CONFORM TO SECTION 10 OF THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDING'S AND BRIDGES, ADOPTED SEPbOAEER I, 1986. SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON G 25. ALL WELDING SHALL BE IN CONFORMANCE WITH A.1.5.6. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W.A.B. CERTIFIED WELDERS COINS 510 XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED. MELDING OF 6RADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED U51N6 LOW HYDROGEN ELECTRODES. MELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PEREORSED COINS 010XX ELECTRODES. MELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL 15 NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF MELDED BARS. WOOD: 26. FRAMIN6 LUMBER SHALL BE KILN DRIED OR MO -19, AND 6RADE/ AND MARKED IN CONFORMANCE WITH W.G.L.B. STANDARD 6RAD1N6 RULES FOR VET COAST LUMBER NO IT. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS: (2x MEMBERS) ( 3x AND 4x MEMBERS BEAMS AND STRINGERS: (INCLUDING No AND LARGER MEMBERS) POSTS. (4x MEMBERS) (6x B LARGER MEMBERS) 5TUD5, PLATES, LEDGERS 6 MISCELLANEOUS LIGHT FRAMING: HEM -FIR NO. 2 MINIMUM BASIC DE516N STRESS, TN = 550 PSI, Fv = 15 PSI HEM -FIR NO I MINIMUM BASIC DESIGN STRESS, Fa = 950 PSI, Fv = 15 P5I DOUGLAS FIR NO. I MINIMUM BASIC DESIGN STRESS, Fb = 1350 PSI, Fv = 85 PSI HEM -FIR NO I MINIMUM BASIC DESIGN STRESS, Fc = 1300 PSI, E = 1500 K5I DOUGLAS FIR NO. I MINIMUM BASIC DESIGN STRESS, Fc = 1000 PSI, E = 1600 K51 HEI -FIR NO. 3 OR STUD GRADE MINIMUM BASIC DESIGN STRESS, F = 500 PSI, E = 1200 K51 Fc = 125 P5I NOTE FINGER JOINTED STUDS MAY BE SUBSTITUTED ONLY IF THEY MEET PRESCRIBED STRESS CRITERIA. NOTE: WHERE NOTED ON THE PLANS, PLATES SHALL BE DOUGLAS FIR NO. 3 OR STUD GRADE. 21. ALL WOOD PLATES IN DIRc0T 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. TIMBER CONNECTORS GALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO. C -96. EQUIVALENT DEVICES BY uTHFR 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 A501. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LA6 SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS AND MULTIPLE JOIST BEAT SHALL BE CONNECTED TO FLUSH BEAMS WITH "V' SERIES JOIST HANGERS. 21. MOOD FRAMING NOTE: THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE UNIFORM BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 23 -I -Q OF THE UNIFORM BUILDING CODE AS SHOWN IN DETAIL __/5_. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHES UNDER THE READS AND NUTS OF ALL BOLTS AND LA6 BOLTS BEARING ON WOOD. INSTALLATION OF LA6 BOLTS SHALL CONFORM TO UBC SECTION 2331.1.2 1 INSTALLATION OF BOLTS SHALL CONFORM TO UBC SECTION 2336.1.2. B. NALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHER515E NOTED SHALL BE 2x4 STUDS S Ib "ao, AT INTERIOR WALLS AND 2x6 e 24'ac AT EXTERIOR WALLS. TT STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS, AT EACH SIDE OF ALL OPENINGS, AND AT THE ENDS OF ALL BEAMS AND HEADERS. TWO 2x8 HEADER'S SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROWN FLOORS TO SUPPORTS BELOW. ALL STUD WALLS SHALL HAVE THEIR LOVER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 160 NAILS AT 12'oc STAGGERED OR BOLTED TO CONCRETE WITH 5° DIAMETER ANCHOR BOLTS (EMBED l') S 6' -0 "oc UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT -UP STUD POSTS SHALL BE NAILED TO EACH OTHER WITH 16d S 12 "r, STASSERE0. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHINGS AND NAILING. C. FLOOR AT 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 NOT). PROVIDE BRIPSIN6 (4 8' -0 'oc AND SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITS SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAT TOGETHER WITH Ibd S 12 "oc STAGGERED. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH 6RA1N PERPENDICULAR TO SUPPORTS AND NAILED WITH 8d NAILS N b'oc TO FRAMED PANEL EDSE5 AND OVER STUD WALLS AS SHOWN ON PLANS AND e 12'oc (10'oc AT FLOORS) TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD ED6E CLIPS CENTERED BETYEEN JOISTS /TRUSSES AT UNBLOCKED ROOF SHEATHING ED6E5. ALL FLOOR SHEATHING ED6E5 SHALL HAVE APPROVED TONGUE -AND- GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 5" SPACING/ AT ALL PANEL ED6E5 AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH Ibd S 12'oc UNLESS OTHERWISE NOTED. AT BLOC'IOP FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2x BLOCKING AT ALL UNFRAMED PANEL ED6E5 AND NAIL WITH EDGE NAILING SPECIFIED. P. NAILING: ALL NAILS SPECIFIED ON DRAWINGS WERE DESIGNED TO BE COMMON. PNEUMATICALLY DRIVEN NAILS OF THE SAME NTH 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 = DE516N SPACING 5400NN ON THE PRAWIN65 DI = DIAMETER OF SUBSTITUTED NAIL D2 = DIAMETER OF COMMON NAIL SHOWN IN TABLE AT RIGHT 8d 100 120 Ibd 0.131" 0.148" 0.148" 0.162" lAbber U U N 3 I'S :? I :. :vc, nnns,ora 12 1 ECEIVE CRY R OF TIIKWIL APR 031997 s°No Approved By TRL 15 Nbb9, 97 - 25 - 02 Dedyed CAD aom WO Checked Date 3/21/97 ISSUED FOR BIDS - FOR CONSTRUCTION 24 30 , tstW i4 S554 tP. TS NBBJ 17/52 - - WHERE OCCURS 111 South Jackson Street Seattle, Washington 98104 (206) 223-5555 Fax (206) 621-2300 -t— PLAN VIEW a CORNER 7 13 Ts 5%2551/24 ---„ TYPICAL EMBED FE 9154251 (2) x 5" WELDED STUDS a 4"oc (r a EA. PAVILLION PIER) COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 520 P: 206/343-0480 SEATTLE, WA 98101 F: 206/343-5691 tYP N typ typ 1 3 t9F , JP:' 1 4'' CONT. BENT SEE ARCH. ‘, IN_ arx35 •501-316" SPLICE. LOCATIONS BY CONTRACTOR clan view V 25/52 6-9"± (CONTRACTOR VERIFY) NEW T5 3%651 (a COL LINES ONLY) 1 4" VENT. BENT fE • SEE ARCH. NEW T5 5 (0 COL. LINES ONLY) - 1 1 -2` (CONTRACTOR VERIFY) 14 '4"x3"x5'6"- ACH END >---• ;16 N NEW T5 5 / ABOVE 4 BELOW /-- NEW TS 3 / ABOVE 6 BELOW -- EXIST. TS COLS. PER PLAN TS 51551 ICAL EXIST. TS COLS, PER PLAN NEW TS 31551 SEE ARCHL ELEVATIONS 7,1 TS 31O53 TYPICAL 26/S2 I 15 typ / „/ tYP i5/52 , • ' SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON 4 455%65% x LLV MIDWAY BEM TS Si 6 IN/ (2) 1 ,64 , THRU-BOLTS Voc IN 1 SLOTTED HOLES 4x BLOCKING — CONN. PER 5/52 --- EXIST. STUD FRAMING A Voc SLOPED TS BEYOND typ; , --- - - 4 455 BEYOND 3 WHERE OCCURS CONDITION BTIIN. T5 5 TS 3 PER PLAN CONDITION N T5 55' 16 26 28 EXPIRES 1,2/0 EXIST. STUD NALL I typ FRAMING A 24'oc TS 31 PER PLAN 454 BLOCKING WI --- (2) A34 N (4) I6d FACE NAIL, EA. END 4 453/25% s 0-9 LLV IL (2) THRU BOLTS A b"oc EXIST. 1 6' PLYWOOD SHEATHING. REMOVE AND REPLACE AS 4 REQUIRED FOR CONN. 5 T5 5 MERE -- OCCURS %" CONT. BENT FE SEE ARCM_ (4) *4 DOWELS FOR GALLOUTS IN COMMON SEE 21/52 DOWELS TO - MATCH VERT REINF LIJ _La sA_ (4) 85 -- I VERT —T5 3 PER PLAN - PRE-CAST GONG. _ GAP PER ARCH .F3 TIES. a I6''oc GROUT -' GORE NOTE, THIS CONNECTION OCCURS AT SKEWED WALL 6 WALL CORNERS. CONTRACTOR TO VERIFY EXIST. WALL FRAMING CONDIT(ONS --ST 4529 (GUT WEB PER ARCH) OFF. OF (5). SEE ARCH FOR LOCATION. 9/52 —C,12 PER PLAN - 9 -- 1 4" CONE BENT IE SEE ARGHt. 10/52 typ FE to T5 T5 SEc BEYOND 4 54 BLOCKING PER 5/52 F EX15T.2; @ 4S SOFFIT --s RA,41, 1 I fE %"55 a 24"oc 4N/ (2) THRU BOLTS A b''oc IN 1 SLOTTED HOLES, TYP. EDGE OF SOFFIT ABOVE - 17 i5 I° 18 PLAN VIEW Soda 3/4" = 1-0" U.N.O. EXIST BLDG / C125201 TYP -- - (4) SIDES :> (3) a 4 EA. WAY Fr / 00 LOCATIONS - SEE ARCH. TYP. ENTRY PAVILLION COLUMN 29 ENTRY PAVILION - FOUNDATION PLA Date By Desoiption of Re.. Sheet Stle BRIDGE FRAMING PLAN & DETAILS PAVILLION PLANS & DETAILS [Ng 1 la' // - 16/52 5 EXISTING BUILDING Sheer Nisnbef EXIST. 1 5" PLYWOOD SHEATHING, REMOVE AND REPLACE AS REQUIRED FOR CONN. TS 5 BEYOND 3) LOCATIONS - SEE ARCH "'-°. 12 TYPICAL BRIDGE PLAN - SHAPED PLATE 4161, PER ARCH ;fb t%1 ,O cldoc 4 252516 x 0-3" — CHANNEL PER PLAN t 1-11 5 - BENT FE T5 , 253 1 /24 [II -- TS 3 TYPICAL (4) CORNERS 25/52 L___1 T5 V555 - 25/56 )1 26/56 )11 ENTRY PAVILION - FRAMING PLAN 24 011 29/52 J U N 3 19,97 S2 6 crry APR 0 3 1997 PERMIT CENTER Approved By TEL lob weer 97 Nap.d EVE Dom END Neked Dote 3/21/97 ISSUED FOR BIDS - FOR CONSTRUCTION I T -,.. typ '.] typ> NEN TYF ,,,,_ , tstW i4 S554 tP. TS NBBJ 17/52 - - WHERE OCCURS 111 South Jackson Street Seattle, Washington 98104 (206) 223-5555 Fax (206) 621-2300 -t— PLAN VIEW a CORNER 7 13 Ts 5%2551/24 ---„ TYPICAL EMBED FE 9154251 (2) x 5" WELDED STUDS a 4"oc (r a EA. PAVILLION PIER) COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 520 P: 206/343-0480 SEATTLE, WA 98101 F: 206/343-5691 tYP N typ typ 1 3 t9F , JP:' 1 4'' CONT. BENT SEE ARCH. ‘, IN_ arx35 •501-316" SPLICE. LOCATIONS BY CONTRACTOR clan view V 25/52 6-9"± (CONTRACTOR VERIFY) NEW T5 3%651 (a COL LINES ONLY) 1 4" VENT. BENT fE • SEE ARCH. NEW T5 5 (0 COL. LINES ONLY) - 1 1 -2` (CONTRACTOR VERIFY) 14 '4"x3"x5'6"- ACH END >---• ;16 N NEW T5 5 / ABOVE 4 BELOW /-- NEW TS 3 / ABOVE 6 BELOW -- EXIST. TS COLS. PER PLAN TS 51551 ICAL EXIST. TS COLS, PER PLAN NEW TS 31551 SEE ARCHL ELEVATIONS 7,1 TS 31O53 TYPICAL 26/S2 I 15 typ / „/ tYP i5/52 , • ' SOUTHCENTER CORPORATE SQUARE TUKWILA, WASHINGTON 4 455%65% x LLV MIDWAY BEM TS Si 6 IN/ (2) 1 ,64 , THRU-BOLTS Voc IN 1 SLOTTED HOLES 4x BLOCKING — CONN. PER 5/52 --- EXIST. STUD FRAMING A Voc SLOPED TS BEYOND typ; , --- - - 4 455 BEYOND 3 WHERE OCCURS CONDITION BTIIN. T5 5 TS 3 PER PLAN CONDITION N T5 55' 16 26 28 EXPIRES 1,2/0 EXIST. STUD NALL I typ FRAMING A 24'oc TS 31 PER PLAN 454 BLOCKING WI --- (2) A34 N (4) I6d FACE NAIL, EA. END 4 453/25% s 0-9 LLV IL (2) THRU BOLTS A b"oc EXIST. 1 6' PLYWOOD SHEATHING. REMOVE AND REPLACE AS 4 REQUIRED FOR CONN. 5 T5 5 MERE -- OCCURS %" CONT. BENT FE SEE ARCM_ (4) *4 DOWELS FOR GALLOUTS IN COMMON SEE 21/52 DOWELS TO - MATCH VERT REINF LIJ _La sA_ (4) 85 -- I VERT —T5 3 PER PLAN - PRE-CAST GONG. _ GAP PER ARCH .F3 TIES. a I6''oc GROUT -' GORE NOTE, THIS CONNECTION OCCURS AT SKEWED WALL 6 WALL CORNERS. CONTRACTOR TO VERIFY EXIST. WALL FRAMING CONDIT(ONS --ST 4529 (GUT WEB PER ARCH) OFF. OF (5). SEE ARCH FOR LOCATION. 9/52 —C,12 PER PLAN - 9 -- 1 4" CONE BENT IE SEE ARGHt. 10/52 typ FE to T5 T5 SEc BEYOND 4 54 BLOCKING PER 5/52 F EX15T.2; @ 4S SOFFIT --s RA,41, 1 I fE %"55 a 24"oc 4N/ (2) THRU BOLTS A b''oc IN 1 SLOTTED HOLES, TYP. EDGE OF SOFFIT ABOVE - 17 i5 I° 18 PLAN VIEW Soda 3/4" = 1-0" U.N.O. EXIST BLDG / C125201 TYP -- - (4) SIDES :> (3) a 4 EA. WAY Fr / 00 LOCATIONS - SEE ARCH. TYP. ENTRY PAVILLION COLUMN 29 ENTRY PAVILION - FOUNDATION PLA Date By Desoiption of Re.. Sheet Stle BRIDGE FRAMING PLAN & DETAILS PAVILLION PLANS & DETAILS [Ng 1 la' // - 16/52 5 EXISTING BUILDING Sheer Nisnbef EXIST. 1 5" PLYWOOD SHEATHING, REMOVE AND REPLACE AS REQUIRED FOR CONN. TS 5 BEYOND 3) LOCATIONS - SEE ARCH "'-°. 12 TYPICAL BRIDGE PLAN - SHAPED PLATE 4161, PER ARCH ;fb t%1 ,O cldoc 4 252516 x 0-3" — CHANNEL PER PLAN t 1-11 5 - BENT FE T5 , 253 1 /24 [II -- TS 3 TYPICAL (4) CORNERS 25/52 L___1 T5 V555 - 25/56 )1 26/56 )11 ENTRY PAVILION - FRAMING PLAN 24 011 29/52 J U N 3 19,97 S2 6 crry APR 0 3 1997 PERMIT CENTER Approved By TEL lob weer 97 Nap.d EVE Dom END Neked Dote 3/21/97 ISSUED FOR BIDS - FOR CONSTRUCTION NBBJ 111 Sourh Jackson Street Seattle. Washington 98104 (2061 223 -5555 Fax (2061 621 -2300 SPAIZLING • ELECTRICAL ENGINEERING. LIGHTING OEBpN 5 TECHNOLOGY CONSULTING • 720 OLIVE W AY • SUITE 1 100 SEATTLE, WA 961 01-11353 PAX 206- 667 -0564 PHONE 206 -667 -0555 E_Okt kS 5 -3 -98 SOUS! !CENTP ' RPOR % TE S UARE TUKWILA, W SH [SGT NO SCALE 1. UGHTS ARE OFF DURING DA 1JGHT HOURS AS SENSED BY PHOTOCELL 2. LIGHTS ARE ON DURING DARKNESS HOURS AS SENSED BY PHOTOCELL 3. UGHTS . ARE . MANUAL CONTROLLED BY H—O—A SWITCH. 1...►`0► l 1l �� ►�. ► . Li ,t" Description of Rev 'eora fleet Rat SITE PLAN Score AS NOTED Approved By TYPE OA TYPE B TYPE E ELECTRICAL F An NOTES PROVIDE CANOPY FRAME UGHT FIXTURES TYPE OA EWPTPAR. 175W MB. PROVIDE 1/2•, 2/10 & /120 TO 277 PANEL LA. PROVIDE 20A CB IN LA AND WARE MA UGHTING 03NTROL PRUDE POWER TO ADDRESS COLUMN UGHT FIXTURE, TYPE B. PROVIDE 1/2 2/I0 AL./12G TO 120V PANEL PA. PROVIDE 20A CB IN PA AND WIRE VIA UGHTING CONTROL SEE ARCHITECTURAL DETAIL • REPLACE EXISTING RECESSED DOWNUGHTNG IN WALKWAY /SOFFIT 111111 NEW UGHTING FBX.TURE TYPE E MATCH EXISTING VOLTAGE REMOVE EXISTING SITE UGHTING POLE AND CONCRETE BASE. PROVIDE PUU.BOX AND SPUCE CONDUCTe.3S TO MAINTAIN CIRCUIT CONTINUITY. © REMOVE EGSITING UGHTING IN WALKWAY. ® REWIRE ONE 3 r3LE CIRCUIT TO MOP FROM PANEL LA. PROVIDE NEW CB IN PANEL MOP. 2,oedSLD Dover spD Clocked DOG CFNFRAI NOTES 1. PROVIDE ALL ELECTRICAL WORK AND ELECTRICAL DESIGN FOR A COMPLETE AND FULLY OPERATIONAL INSTAL, ATION. 2. CONCEAL AU. 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 LINE DIACRAM, AND AS -BUILT ELECTRICAL LOAD CALCULATIONS AND ENERGY CODE CALCULATIONS FOR EACH BUILDING AS REQUIRED BY PERMIT AND INSPECTOR. 6. PROVIDE OUTDOOR UGHTING CONTROL IN tACH BUILDING CONSISTING OF ENE PHOTOCELL. ONE TIME CLOCK, CONTROL RELAY AND CONTACTOR PROVIDE WIRING OF FIXTURES SO UGHTS ARE OFF DURING DAYUGHT 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 • ewwv S UST L O UGHTING FIXTURES SWITCH 0 +48 AFF CID DUPLEX RECEPTACLE 0 18" AFF EU EQUIPMENT CONNECTOIN 0' FUSED SWITCH. HEAVY DUTY ✓ TELEPHONE OUTLET ® SMOKE DETECTOR ® HEAT DETECTOR RACEWAY CONCEALED IN CONSTRUCTION RACEWAY CONCEALED UNDERGROUND I UGHTNG FIXTURE SFHEDULE MANUFACTURER: EWTIPAR LARGE HID, M- 454 - 0175- 5 -06 -•- VISOR -OV LAMP: 175W MH SIZE: 18 - 1/4' LONG X t4 -7/8' 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 • - CONFIRM M ANUFACTURER: ABOUTE PET- P- 32 -PL- 120- YMT -W. LAMP: 32W PL FWORESCEN SIZE: 11 -3 /E' 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 -81 -S4 LAMP: TWO (2)18W WAD TUBE FLUORESCENT SIZE: 6' DIAMETER X 5 -3 /Er DEEP FEATURES: CLEAR ALZAK REFLECTOR, DAMP LABEL ome3 - 31 - 97 Sheet Nobs IECE Wes APR Il 3 11. PERMIT CE•�... ES X588 ° 05'42 "E 30.00' CB 2 TYPE 15 CB 36 TYP S0147'29 TYP 11 -54 FROPk EX. TYPE 11'1 MH. RIM = 22.32 IE = 18.08(i414 ( i BUILDING 4 2 STORY F.F. =23.50 10,803 S.F. CB 0 TYPE 151 BUILDING 12 2 STORY F.F. =24.00 I 0, 845S. F. IX" WATER METER CB 52.3.90' BUILDING I 2 STORY F.F.= 22.50 10,708 S.F. C 39 CIT PE 15 INSTALL. OUBLE CHECK DETECTOR `. ASSEMBLY. IN EXIST. 'WATER VAULT BUILDING 3 2 STORY F.F. =23.50 10,709 S.F. BUILDING 2 2 STORY F.F. =22.50 10,921 S.F. BUILDING 10 2 STORY F.F.= 24.00 10,807 S.F. IX" WATER METER S01 ° 47'29 "W 10" SD CB #4 TYPE 15 GE =20175 IE =I8 -35 12':10" 12" SD 30" S — ' CB 7 2" WATER SERVICE.., I �CBW`3✓3 R_ METER TYPE 11 -54" FROP EX. TYP 16 GE =21:39 IE =17.20 -15" I E =1720 -12" WATER SERV I C SEC 26, TWP 23N, RGE 4E, W. CB ; 5 TYPE IV 54 CB 26. TYPE 11 CC IC:i . ' L 8" SD Ot 1 o CB 24 rib () II E 11-54 II p EX. TYPE 16 a GE =22.44 o 1E =16.74 -8 "5 i .11 IE =16.16 15 "E CB #28 TYPE 11 -54' FRO EX. TYPE 15 GE =22.28 - I E= 1751 -8 "N ANDOVER PARK WEST S0147'29 "W • BUILDING 5 2 STORY F.F.= 24.00 10,791 S.F. BUILDING 8 2 STORY F.F. =24.00 10,865 S.F. CB #30A1 TYPE 15 CB #30 TYP 11 -54" FR }' Am EX. TYPE 15 IMP GE= 22.20. fE =18.69 -8" 522.00' 36" SD 5 — I " WATER METERS : ii iiiii �`"-- 5- 2' ATER;'SERV I CES 377.00' BUILDING 7 2 STORY F.F. =24.00 10,833 S.F. x BUILDING 9 2 STORY F.F. =24.00 0,819 S.F. 1322.34' CB 9 TYPE III MN CB ; II TYPE II 14_ SD I3" WATER METE 36" SD CB 2# 0 I TYPE 1 CB ; 12 TYPE 1 CB #I9 TYPE I CB •19A TYPE I BUILDING II 2 STORY F.F. =24.50 17,062 S.F. CB #18 EXISTING FROP TEE TYPE II IE =1,7.04 83 C= : TYPE I C B 23 TYPE I 69.00' 145.00' POINT OF BEGINNING FOUND LEAD PLUG AND TACK, 1.04' WEST OF TRUE CORNER FOUND 1/2" IRON ROD WITH YELLOW PLASTIC CAP "156 ", 0.52' EAST OF TRUE CORNER ELECTRIC CONDU I T\SIDEWA FOUND 1" IRON PIPE WI YELLOW PLASTIC CAP, 0.09" NORTH OF TRUE CORNER FOUND 1/2" IRON ROD WITH YELLOW PLASTIC CAP "S&A ", 0.11' EAST OF TRUE CORNER g8 0 10 RI of N L CHAINLINK FENCE LINE ADDRESSES BUILDING # BUILDING #2 BUILDING #3 BUILDING #4 BUILDING #5 BUILDING #6 BUILDING #7 BUILDING #8 BUILDING #9 BUILDING #I0 BUILDING #11 BUILDING #I2 GENERAL NOTES 7CB #33 TYPE 15 I. SUBJECT PARCEL IS ZONE X — OUTSIDE 500 YEAR FLOOD PLAIN PER FIRM MAP 53033CO328D 2. BULDING SETBACKS PER CITY OF TUKWILA: FRONT = 15', SECOND FRONT = 15', SIDE = 10', REAR = 10' 3. PARKING SPACE COUNT: STANDARD COMPACT 764 483 4. VERTICAL DATUM: NGVD 1929 IV0147 545 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 565 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 575 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 555 ANDOVER PARK WEST TUKWILA, WASHINGTON 99188 625 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 645 ANDOVER PARK WEST TUKWILA, WASHINGTON 98:88 655 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 COPPORATE DRIVE NORTH TUKWILA, WASHINGTON 98188 HANDICAP 21 FOUND 1/2" IRON ROD WITH YELLDW PLASTIC CAP "S&A ", 0.17' EAST OF PROPERTY LINE 5. PARCEL CONTAINS 17.45 ACRES 6. All construction and materials, unless otherwise specified, shall be in accordance with the City of Tukwila Standards and Specifications the 1996 Standard Specifications and Standard Plans for Rood, 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 ". 4 �T. SCALE 50 0 25 50 100 ( FEET ) I Inch = 50 ft . CONTACT • C. _ 1 . LOWE ENTERPRISES NORTHWEST, INC. ONE UNION SQUARE 600 UNIVERSITY ST. SUITE 2920 SEATTLE, WASHINGTON 98101 RON M. GREENE TUKWILA OFFICE (206) 575-212D FAX: (206) 575 -1198 e —mail ronmgreeneC4nol.com 200 8" SD CB #I4 TYPE 15 L_ 1290.30' CB #15 TYPE 15 632.02' VICINITY MAP N. T. S . FIRE HYDRANT ..- AUTO FIRE CONNECTION • WATER VALVE S WA TER METER O POST INDICATOR o- WATER BLOWOFF - - W- - WATER PAINT MARK -O UTILITY POLE W/LIGHT F -- GUY ANCHOR u TY POLE N POWER METER © POWER VAULT • POWER TRANSFORMER TELEPHONE VAULT LT TELEPHONE RISER O TELEPHONE MANHOLE RECEIVED CITY OF TUKWILA MAY 2 0 1997 PERMIT CENTER LEGEND 30.00' 30.00 o • EVERGREEN TREE DECIDUOUS TREE CONCRETE WALK 30.00' 501 ° 47'29 "W 30.00' 0 — T — TELEPHONE PAIN MARK ® GAS METER I GAS VEN —G— GAS PAIN T MARK ❑ CATCH BASIN ® STORM MANHOLE - — -SD- - STORM LINE O SEWER MANHOLE • JUNCPON BOX A FOUND BRASS CAP MON. IN MONUMENT BOX O FOUND MONUMENT AS NOTED 8 PRINTED 117 19 1997 5N 5 H PACIFIC APPROVED: CITY OF TUKWILA DATE ° w 7 CS S � r w m z a � S C0 Z 2 SHEET 1/1 1 O A5 N • i _0(08 R::NPOPTC. MAY 19 1997 13..12.31 N 01 B) N CS In SEC 26, TWP 23N RCE 4E, W.M. CONSTRUCTION NOTES: i0 N N•S' ° O y °' ° i6. AC I 1P 3025 -112th Avenue N.E. P.O. Box C -97304 Bellevue, WA 98009 -9304 27 -0220 i *ax: (208L822-5341 mA ❑o FRAME & LADDER OR STEPS / - SAWCUT TO REMOVE EXIST PAVEMENT AS NEEDED 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH OFFSET. SEE NOTE 5. FRAME / REPLACE WITH: KING COUNTY STANDARDS AND SPECIFICATION, EXCEPT RECORD DRAWINGS PER // 2" CLASS B ASPALT AS AMMENDED BY THE CITY OF TUKWILA. 6" COMPACTED C. S. T. C. 2. REMOVE AND DISPOSE OF OFF -SITE THE EXISTING CATCH I 01 N O7 Z - BASINS. .va � �� 1 3. OUTLET CAPACITY: NOT LESS THAN COMBINED INLETS. 4. METAL PARTS: CORROSION RESISTANT. GALVANIZED 6 ° PIPE PARTS TO HAVE ASPHALT TREATMENT 1. STANDARD GALVANIZED STEEL LADDER /STEPS 5. FRAME & LADDER OR STEPS OFFSET SO SEE DWG. NO. 39 KCRS A. CLEANOUT GATE IS VISIBLE FROM TOP. (12" SPACING, TYP.) B. CLIMB -DOWN SPACE IS CIGAR OF RISER 8 - CLEANOUT GATE: SHEAR AND CLEANOUT GATE. C FRAME IS CLEAR OF CURB. GATE WITH CONTROL ROD FOR CLEANOUT. (ROD BENT AS REQUIRED FOR VERTICAL 6. IF METAL OUTLET PIPE CONNECTS TO CEMENT ALIGNMENT /W COVER) STANDARD LADDER STEPS CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH SEE KCRS DWG 53 0.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4 " N 1.5 DIA. I / co m c ° :+ a ti w pdaoepmr, gala 9 (goo) .auoud COUPLING TO MIN. EX. PIPE I Z_ = c - ENTERPRISES CORPORATE SQUARE >ETAILS WASHINGTON - ern OMO'1010006 ZO 10-5'061—c T3WVN 3713 ONIMV210 ON 103f 0bd =31V3S EX. QUO , , ^ EX. INLET C.M.PIPE •p._iS4"TYpEGC:T:::ASIN '-rr 7. ELBOWS SHALL BE CONSTRUCTED OF 16 GA. � OIPES CORRUGATED ALUMINUM WITH SMOOTHROLLED I.E. EXISTING PIPE ): 3'X.090 GAGE BOLTED OR IMBEDDED 2" IN WALL AT MAX. 3" SPACING. MIN ONE SUPPOR DIAMETER EQUAL TO OUTLET PIPE (12 OR 15 ", PER PLAN) 2" MIN. ' uw 5052 H32 ALUMINUM PLATE ON OUTLET LEG. v 1 8. ALL JOINTS SHALL BE SHOP WELDED. 8 -SHEAR GATE PLAN VIEW FT °io CB TYPE II - 54" F iv 'NIW ,Z I ''''' '"•-,CB TYPE II - 54" (CB'S #13 24 28,30,38,31,43) CATCH BASIN TYPE I1 - 54" SECTION T'PE H -54" FROP-TEE OIL /WATER SEPARATOR 40 - . • _, MAT LISTING; t. 3(4' SHACL KE S WITH . 4 MIN. DI. CUSS ROD 52 PIPE STAR BOLTS AND ASPHALT EMULSION COATING. 3. PRECAST CONCRETE VAULT WITH HINGED STEEL PUTS COVER, DIMENSION TO VARY WITH SIZE OF ASSEMBLY. 4. O.S.HA APPROVED LADDER, IF OVER 30 DEEP. 5. PIPE SUPPORT STAND UNDER EACH CHECK VALVE. 6 . COPeER OR BRONZE B YPA SS WITH AN APPROVED O CVA. 7 , 3/4 WATER MET ER. 8. APPROVED DDCVA IN MAIN UNE WITH TWO RESILIENT SEATED SHUTOFF VAC,VES ANO TEST COCKS. g, t0, 8', 6 OR 4' COUPLING ADAPTER, FL 10. 10 8 ", B OR 4 - FL 1 PE 0.1. CLASS 52 PIPE LENGTH TO FlT. 11, GROUT INTERIOR AND EXTERIOR ALL AROUND PIPE USING NON- SHRINK GROUT. a% 6 OR 4 GATE VALVE FL•MJ WITH POST INDICATOR VALVE. 12. 10'. GE TEE ASSEMBLY SIZED ACCORDINGLY. 13. FLAN 14. FUNGED 90• BEND- 15. 4 OR 6 D.I. C LASS 52 PIPE FL•FL 16. 4 OR 6" 90' BEND, FL 17, 4 OR 6" D.I. CLASS 52 PIPE, FL•F 1 L 18. 6 90 BEND, FL 19. UL LISTED 5• STORTZ CONNECTION WITH 3a OR 45 DECREE ELBOW. 20. 6 D.I. CLADS 52 PIPE LENGTH AS REQUIRED FL'FL. 2 S NG BEND GRAVITY OPERATED CHECK VALVE WITH BALL DRIP VALVE TO BE FL. 22. SWING TYPE INSTALLED HORIZONTALLY. I U v / 3 IN 0. SPECIFICATION SHEE7'ODEL85E SPEC M _ ^'! ".� - 50' OF NYORANT tg Ia r e1 IN ` FESC® Backf low DOUBLE CHECX DETECTOR ASSE / 1 -. c Prevention I I' I � 1 II I II it 57om2 t7 r 1� 1 l '"I lril•,' F-' m \4 i 1 �� Char acteristics I U.S. Patent No. A989,635 u ® � , J �� L \ ) Ph sica Pro erties r �t , t y P 1 . 2 AN. 14 , � m Size of Mainline 2"r". 3. 4 6 ". 8" ' I O �� :' D Max. Working Pressure 175 PSI . i .,- j a MIN. ( Jr NIN. 1S I+ (0 I m i y} ,-n; , • � .�1.., r---"17 �\ i s :t � `; , ��.� •� ® ...T 'J -r- %�i \ H ydrosta4c Tesl Press. 350 PSI 1( Temperature Range 3Z° f to 140 F r_z �y (0° C :0 60° C) r i - •1^. � (0° 12• MIN. II • I 4• MIN. O © • End Connections ANSI 816 ' �J � rj�0 - 1 - 1.!! � V - } II • " �/ - 7;1( _ • /�, ``, r, p - • 1 v .I . � Class 125 Mat I 1 ( ( .. ' r L; p r•-,�- v °> _ ' 1 , - _ r - I - ^ (j 0� exto v G'' ItL L';:' V VJ ��i :- '" ' B a € e S DUPLE CHECK DETECTORASSEMB, MODEL US DO Main Valve Body Duetlte iron ASTM A536 Grade 65 -45 -12 Agency C impiiance Coann Fusion e o coated internal p zY • ASSE Listed (Std '048) and external • ANSI /AWWA Conformance (C510 - 89) 1✓ - -- - - II Ill I �I I• - II' • o- avail - �. -I 10 O •••• - --� �.� ti ro BUILDING - I A AMA C5 • CAN /GSA 1864 51 O Q 4 i 1 12• MIN. „� Shut G11 Valves OS 6 v resilient Wedge • FM Dimensions and Weights NET 3/4" 3ypass for Model 856 AWWA 0509 • UV c gate valves • 4" and 6" (Horizontal and Vertical) Approved `. .',RE 1.7 A B 40 3/4 25 1:2 - C 16 ale D 10 tra E WT. (Low L Prim Bronze ASTM 8 + 584 - oundanon for Cross Connection Control and H - • 73 316 1 218.0 Alloy C83600 Research at the University of SoUthem Cal fo m„ - - - - DrrECrnR DOUBT R CRFCK AND VAIfILT ASSEMBLY NOTES• 1. BACKFLOW PREVENTORS SHALL BE FEBCO YBO6 OR APPROVED EQUAL 2. C N L� BASED ON SIZE OF APPARAN AND MEETING MINIMUM 3. A SEPARATE DETAIL PLAN FOR VAULT INSTALATION ANO SPRINKLER UNE MUST BE 9UBMf PND APPROVED 4Y ^iE FlRE MARSHALL. PROIR TO INSTALLATION. 4. MINIMUM APPARATUS SE SIZE SHALL BE 4 - . 5. VAULT SHALL BE SEALED TO PREVENT WATER LEAKAGE. 5 - LADDERS SHALL BE REQUIRED WHEN DEPTH FROM TOP OF UD TO FLOOR OF VAULT EXCE EDS 30". INSTALLATION OF ALL LADDERS SHALL BE IN COMPLIANCE 70 O.S.HA 7. LOCATE VAULT IN PLANTING AREA AND NOT IN PAVING AREA, UNLESS APPROVED BY THE ENGINEER. B. FITTINGS SHALL BE IN ACCORDANCE WITH ALL ARPUCABLE REOUIREMEN1S OF ANSI /AWWA. C110/A2.1 1n AND CEMENT i NM (SEE APWA ar AWWA). 9. PIPE SHALL BE DUCTILE IRON MEETING ANSI A21.51, CL52 At CEMENT 10. TEMPORARY SUPPORT SIR L BE PROVIDED UNDER VALVES AT THE TIME INSTALLATION. AFTER COMPLETE INSTALLATION INSTALL PERMANENT PIPE SUPPORT STAND. OT TOM 11. PR OVIDE C. BALL R GRIP VALVES ON F.D.C. CHECK VALVE ASSEMBLY OR AT o OF F.D.ISER. 12. FlRE DEPARTMEN CONNECTION TO BE PROVIDED WITH ONE (11 5' STORTZ CONNECTIONS AND TWO 30 DECREE CT.BOW. 13. ALL UNDERGROUND PIPING TO BE INSPECTED. FLUSHED, PRESSURE SE: 13. PRESENCE OF AN INSPECTOR PRIOR TO COVER ANO CONNECTION OVERHEAD SYSTEM. 14. UPON INSTALUTION, ARCKFLOW PREVENRON ASSEMBLIES ARE TO BE TESTED BY A ER FTER, ANNUAL TESTS SHALL BE PE ED TESTER AND ALL TEST-COCKS R ARE AT tlWN E - 0 SE PLUGED 5 AFTER THE TEST. HE OWEN T COPIES OF TESTS RESULTS SWILL BE PROVIDED. A a(� 15. CONCRETE VAULT SHALL HAVE ONE 4'•4 OR IWO 3 STEEL HINGED DOORS. \ �, ,\ 4/)- r Al 7/8 I 25 5/8 22 lia io 1/4 13 am I 228.0 7 Elestomer Discs EPOM - Bin Horizontal Configuration ONLY 3 PI AN VIEW E DOWN 3D " - 45• BEND �F II c• I/41 <81/4 28 23 1 /4 10 1!4 ...111.. Spring Stemless steel Approved by the Foundation for Gross Connect:-- is 327.0 F ^, -i b� .� J' �c:V� `- p� rn r ' 7 tb s` \ c - s ~ , U �AhV� liv n ® Y ry • 56 13d 314 311/8 13 Control and Hydraulic Research al the Universe:. 15 509.0 5.7' 6 Ap Southern California - ' SS I ct 3/4 37 3/d t 5 S/e t5 3!a 789.0 \ •\. ..7 . ( • ��', Non - Health Hazard Fire Sprinkler Systems Ar Ns Ma L.I. 400 not mete a dnrncu °" came.".erVca a ,,. I +a¢onWmsimlawu. •• Ath OS &Y Gate Valves (Fu' .)Pen). Nple: Dimensions are nominal Auowances must 6e mace Model 856 FLOW Curves IA. norm 9 l 15 al VUnn toerances. manufa 2 ' a " and 3 " ,....n. M t (�, - 36 - 48 " " .:'�' W4' 'S;. B Materials of Construction _ orscx,°,m" '.,.,.rn. a fo ac.+ °" va c °ss.s.it . «a.•.a s a1A°rcuva m •' ve cn u.l 1 Ic ' o ro .o °,a.s.cr... wv a a... i.� J . gym r b ps ' .� ®� C E� �.._ N i T ' 4Sm «« � • �1 .__. e..w�..� ►,eye - - � ° �. ` e ` r v �' - . a2 tom: i: 1 � J _ (' �, 'r ' i ••"'lll GPM ♦ -• i /' +� '- I. '� r '� - - ' ,� ' _ ; o A. ■ J' �'�:4 ���t166 •SA - _���,.� °� al:r I 0Ifl 4j I i (n I, I, f S 3100 1014 sil 1103 1.SV 1. Ifre1•. .1005 S s.. 551 NU.cve ^a i e µ • E+OM ASlu cram • b .. cocoa rs Vi jew��w.,.a +^ - - s .w roeue ss ni uo e , )!, a uK, a.1 A., cro�<..ua c.. •1 x A J 7eWMQAAR. _ 13ti'08 '"L Pnv: n« 6u• S p "•: .•esw, 0 .« we, Amvcuva tau ���.'' a0 1a0 2?0 ���„�" 320 400 u_ P.i R R SrP1 03000 d 94 -8) 0 3dA1 S('N 0440 0,>10 NOISIA321 A0 cs,� oa."r a a �. °w. o1.. _ , 4" and 6' ' q i 1 END VIj'Vy SIDE VIEW NQTES: 1 , DESIGN FOR 4" THRU 10' DDCV. 2. SEE ATTACHED NOTES AND MATERIAL LISTING. N Eacv rsr «omx a " ,0 . ua ere • ° v " r., 3 5 xnw.cvs C ��E ���' = .:...� f OOP ® I =. •���' ° = a m ELI m 3 w og ° ° :A9 03A0216d0 SOH AB NMO2J0 1 00 03NO303 Sry 1 18 03N01S30 s c csa• _ 4L M5= ® e= �: = -' Y ` , _ I I °I ~ ,. GPM , t2 uIN. 0 - era „, = 'sm asur E•on -v °b;a •' «' too � a00 1200 7600 _ MO A1,]t "pal, 55 E°°u A6"u n:aW :gym atr.,„ 15 - 6• uiN _ I'o^„ uar�>; «� „ �, w.,M: ass" = .v _ TE°�== ® �� . ., . • COMPACTED FOUNDATION VAULT ewws :�u� = aa..o:wwa a tc MM�� ,on • v . o ' City of Tukwila MATERIAL LISTING DETECTOR DOUBLE CB A VAULT ASSEMBLY NI__EL a ISO TT, �= � « , �� �� BlE.e «« « 3 5 re m :- _- �� MODEL 656 GRAVEL UNDER DATE: 11/22/96 WS -11 NOTE ����� Prevention i CS0 mmli 1�. =Cep VERTICALINSTALLAT+ON , ♦ ,A P City of Tukwila ' v0 A � DETECTOR DOUBLE CHECK VALVE ASSEMBLY AND VAULT Not Ea.eM.. •• f y� vo m 0 500 000 .500 2000 2500 GPM 'MB lodustries, Inc. - Cora Fluid Control Group • P.O. Box 8070. Fresno, CA 93747 • Fax: (209) 4539030 -5856 5/96 856.PM6 -, v r Rs l7 I �ox Fi I 1� O O M1 t O U ` B LL E v' 30N00 DATE: 71/26/96 I WS - 11 ) A L6 /8l /S 3100 tz, PP 'd1HS RECEIVED CITY OF TUKWILA APPROVED: W A '' MAY 2 0 1997 h DETECTOR DOUBLE CHECK VALVE DETAILS © PERMIT CENTER r,;,- 1 m cv � Q w 3r f N I J w U w J CO 0 0 CCI O 1— U NM01 0N SHEET CITY OF TUKWILA DATE r ? 4 5 6 7 8 1 011035 °, I .D Ti D(Oe