Loading...
HomeMy WebLinkAboutPermit M08-089 - WESTFIELD SOUTHCENTER MALL - SIGNAGE BANDSWESTFIELD SIG AGE BANDS 2800 SOUTHCENTE MALL M08 -089 Parcel No.: 6364200010 Address: Suite No: Value of Mechanical: $15,000.00 Type of Fire Protection: Furnace: <100K BTU 0 >100K BTU 0 Floor Furnace 0 Suspended/Wall/Floor Mounted Heater 0 Appliance Vent 0 Repair or Addition to Heat /Refrig /Cooling System.... 0 Air Handling Unit <10,000 CFM 0 >10,000 CFM 0 Evaporator Cooler 0 Ventilation Fan connected to single duct 0 Ventilation System 0 Hood and Duct 0 Incinerator: Domestic 0 Commercial/Industrial 0 doc: IMC -10/06 CitIllbf Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 2800 SOUTHCENTER MALL TUKW Tenant: Name: WESTFIELD SIGNAGE BANDS Address: 2800 SOUTHCENTER MALL , TUIKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA Contact Person: Name: LITO PANIDO Address: 901 FIFTH AVE SUITE 700 , SEATTLE WA Contractor: Name: UNIVERSAL MECHANICAL SERVICE Address: PO BOX 2649 , REDMOND WA Contractor License No: UNIVEMS132JF DESCRIPTION OF WORK: EXTEND MECHANICAL GRILLES TO NEW FACE OF SIGN BAND MECHANICAL PERMIT EOUIPMENT TYPE AND QUANTITY * * continued on next page ** Permit Number: Issue Date: Permit Expires On: Phone: Phone: 206 - 461 -6000 Phone: Expiration Date: 10/30/2008 M08 -089 04/25/2008 10/22/2008 Fees Collected: $338.75 International Mechanical Code Edition: 2006 Boiler Compressor: 0 -3 HP /100,000 BTU 0 3 -15 HP /500,000 BTU 0 15 -30 HP /1,000,000 BTU.. 0 30 -50 HP /1,750,000 BTU.. 0 50+ HP /1,750,000 BTU 0 Fire Damper 0 Diffuser 0 Thermostat 0 Wood/Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment 0 M08 -089 Printed: 04 -25 -2008 Permit Center Authorized Signature: I hereby certify that I have read and ex Signature: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us governing this work will be co = •ed hether specified herein or not. Permit Number: M08 -089 Issue Date: 04/25/2008 Permit Expires On: 10/22/2008 ►>� d this permit and know the same to be true and correct. All provisions of law and ordinances The granting of this pe es not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the�ance of work. I am authorized to sign and obtain this mechanical permit. Print Name: 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. doc: IMC -10/06 Date: Date: M08 -089 Printed: 04 -25 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Cond -10/06 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 2800 SOUTHCENTER MALL TUKW WESTFIELD SIGNAGE BANDS PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: M08 -089 ISSUED 03/24/2008 04/25/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: Readily accessible access to roof mounted equipment is required. 7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. * * continued on next page ** M08 -089 Printed: 04 -25 -2008 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 work construction or the performanc • work. Signature: Print Name: doc: Cond -10/06 ir/r/7 M08 -089 ordinances governing or local laws regulating Printed: 04 -25 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hup://www.ci.tukwilawa.us Building Permit No. v*" - I Mechanical Permit No. ""t0 - 0E9'- Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** Site Address '' 7^�Gf( 6 Suite Number: Floor: Tenant Name: W New Tenant: ❑ Yes I '..No Property Owners Name: W C7rPo2A -rtoIJ t ING - Mailing Address: 1 tGO1 W1l.Ok4112e PLO0P-.,, CONTACT PERSON - who do we contact when your permit is ready to be issued Name: 1-tTb 1 -"rt.l l " l 31210 ULD Mailing Address: ' D1 F Am* _ S�A1 1c ue E-Mail Address: (pa vI 40.. V t L' ,t47t tiP.C.c. Company Name: L- A1 --. Contact Person: L1 Sb 1 - w2r / j %024 lu / U L(2 E -Mail Address: 1 paVtida Goixt o :&* Company Name: Pa. 011 We • Mailing Address: 1 101 9 PM A l fls� Contact Person: DMA t t I) E -Mail Address: 9 N €. 6 (Love. (.OINI Q:\Applications\Forms- Applications On Line \3-2006 - Permit Application.doc Revised: 9 -2006 bh King Co Assessor's Tax No.: 1 4 `2(G LOO 1-o5 Artac-b City CA State Day Telephone: ZDri-4(I - Co-e9c7c� City State Zip Fax Number: . Z C - .4-G4 - Coo-1"i loos Zip GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: L UZ. (SO131.41 Mailing Address:ClOt f f PSVG S u to 1W `t�115 OA 'INCA- City State Zip Day Telephone: 700 - 4(01 -roenD Fax Number: 20(,• 4i,1. - G ENGINEER OF RECORD All plans must be wet stamped by Engineer of Record City State Zip Day Telephone: 14;tO - *tot G Fax Number: 14 - 4101 Page 1 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace> 100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind J MECHANICAL PERMIT, INFORMATION - 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: L.ATae- • Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ ( COO Scope of Work (please provide detailed information): fJE �1G '1ra.4.t•l Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New ...V Replacement .... ❑ Fuel Type: Electric Gas.... ❑ Indicate type of mechanical work being installed and the quantity below: Q:Wpplications\Fonns- Applications On Line3-2006 - Permit Application.doc Revised: 9 -2006 bh Other: a /A Page 4 of 6 • PERMIT APPLICATI,ON NOTES — Applicable to all permits. in this,application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Signature: Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORI D AG NT: Print Name: ioa.th.1 6. T4,46a.0 Mailing Address: 4CA *MTH Ave.- S'L€. 1cO 'CRS City Date Application Expires: /, Date Application Accepted: Q:\Applications\Forms- Applications On Line U-2006 - Permit Application.doc Revised: 9 -2006 bh Date: / Day Telephone: a - 4 4 ' 18 lG �! State Zip Staff Initials: V V� Page 6 of 6 llnn• Pr.rsp RECEIPT NO: R08 -01351 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http. //www. ci. tukwila. wa. us SET RECEIPT Initials: JEM Payment Date: 04/25/2008 User ID: 1165 Total Payment: 434.70 Payee: UNIVERSAL MECHANICAL SERVICE CO, INC. SET ID: 0425 SET NAME: UNIVERSAL MECHANICAL SET TRANSACTIONS: Set Member Amount .MQ_8ZQ:8:9, 271.00 M08 -107 163.70 TOTAL: 434.70 TRANSACTION LIST: Type Method Description Amount Payment Check 034793 434.70 TOTAL: 434.70 ACCOUNT ITEM LIST: Description MECHANICAL - NONRES Account Code Current Pmts 000.322.102.00.0 434.70 TOTAL: 434.70 1710 04/28 9711 TOTAL 434.70 Receipt No.: R08 -00882 Initials: WER User ID: 1655 Payee: WESTFIELD TRANSACTION LIST: Type Method Descriptio Amount Payment Check 06011813 67.75 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http://www.citulcwila.wa.us RECEIPT Account Code Current Pmts 000/345.830 67.75 Total: $67.75 Parcel No.: 6364200010 Permit Number: M08 -089 Address: 2800 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 03/24/2008 Applicant: WESTFIELD SIGNAGE BANDS Issue Date: Payment Amount: $67.75 Payment Date: 03/24/2008 03:15 PM Balance: $271.00 0355 03/24 ,'710 TOTAL 67.75 doc: Receiot -06 Printed: 03 -24 -2008 Project: rS / / /SG^MGe Type of Inspection: F /AA / Address: 0_000 r yng i r Date Called: Special Instructions: arm of eM 7'' �a Date NI ted: — � -�� On. Request er: 7P 2%5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ti ❑ Corrections required prior to approval. COMMENTS: PP1 b ') Otr,`4 k 142 / �;;U ? / spect Io °8 h 0 REINSPECTION EE REQUIRED. Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: March 28, 2008 Lito Panida 901 Fifth Avenue, Suite 700 Seattle, WA 98164 • City of Tukwila Dear Mr. Panida, Department of Community Development Jack Pace, Director RE: Letter of Incomplete Application # 1 Development Permit Application M08 -089 Westfield Signage Bands — 2800 Southcenter Mall This letter is to inform you that your permit application received at the City of Tukwila Permit Center on March 24, 2008 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department needs to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the following comments. 1. Revise plans and code notes to show compliance with current 2006 Intemational Building Codes. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted throuLh the mail or by a messenj'er service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Brenda Holt Permit Coordinator Enclosures File: M08 -089 P:\Permit Center\Incomplete Letters\2008\M08 -089 Incomplete Ltr # 1.DOC jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: M08 -089 DATE: 04 -09 -08 PROJECT NAME: WESTFIELD SIGNAGE BANDS SITE ADDRESS: 2800 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEP RTMENTS: Buildi g ivision Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Fi Incomplete Comments: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural n Planning Division n Permit Coordinator DUE DATE: 04-10-08 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: n DUE DATE: 05-08-08 Approved Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: M08 -089 DATE: 03 -24 -08 PROJECT NAME: WESTFIELD SIGNAGE BANDS SITE ADDRESS: 2800 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: 4 3-v-06 B 1 s g Division Public Works ❑ Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: REVIEWER'S INITIALS: Documents /routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP Fire Prevention Incomplete Planning Division ❑ Permit Coordinator DUE DATE: 03-27 -08 Not Applicable n L.. Permit Center Use Only INCOMPLETE LETTER MAILED: 3.2b.0t) LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route n Structural Review Required ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04 -24 -08 Approved 1 1 Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVIISION SUBMIT Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, far, etc. Date: 1 A /O Plan Check/Permit Number: M08 -089 • Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: WESTFIELD SIGNAGE BANDS Project Address: 2800 Southcenter Mall lEta—>if4 A44.44.4.40 Contact Person: i,ito Panida Phone Number: ZCG • 46 402D Summary of Revision: . 41)="t 61427.1 • 61t9X nAA+ Sheet Number(s): �-�,U. Cam �(: , l "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on "l \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: APR 072 0 008 DLR GROUP RECEIVED env op rth APR 09 2008 License Information License UNIVEMS132JF Licensee Name UNIVERSAL MECH SERVICE CO INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601012722 Ind. Ins. Account Id #6 Business Type CORPORATION Address 1 PO BOX 2649 Address 2 01/01/1980 City REDMOND County KING State WA Zip 980732946 Phone 4258859100 Status ACTIVE Specialty 1 AIR CONDITIONING Specialty 2 COMMERCIAL/INDUSTRIAL/REFRIG Effective Date 4/6/1987 Expiration Date 10/30/2008 Suspend Date Separation Date Parent Company Previous License UNIVESC14222 Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #6 WESTERN SURETY CO 69770911 10/30/2004 Until Cancelled 01/01/1980 01/01/1980 $6,000.00 09/29/2004 Business Owner Information Name Role Effective Date Expiration Date BRANIN, WILLIAM D 01/01/1980 FULLER, MICHAEL J 01/01/1980 01/01/1980 FULLER, SANDRA L 01/01/1980 01/01/1980 Look Up a Contractor, Elects an or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. • Page 1 of 2 https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= UNIVEMS 132JF 04/25/2008 GENERAL C• ER SHEET AND SHEET INDEX ARCHITECTURAL D1.1 DEMOLITION FLOOR PLAN A1.1 MEZZANINE FLOOR PLAN A2.1 MEZZANINE FLOOR LIGHTING PLAN A2.2 SEARS CONCOURSE PLAN 8c INTERIOR ELEVATIONS A10.1 SECTIONS AND DETAILS A11.1 INTERIOR ELEVATIONS GENERAL NOTES 1. GENERAL NOTES APPLY TO ALL SHEETS: 2. ALL DIMENSIONS ARE ACTUAL AND ARE TO FACE OF STUDS, FACE OF CONCRETE WALLS, FACE OF CMU WALLS, FACE OF FRAMES. OR CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE. 3. FLOOR SPOT ELEVATIONS ARE SHOWN THROUGH 4. ALL WALLS SHALL EXTEND TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE UNLESS NOTED OTHERWISE. 5. PROVISIONS SHALL BE MADE AT ALL FULL HEIGHT NONBEARING WALLS FOR 1 -INCH VERTICAL MOVEMENT OF THE BUILDING STRUCTURE WITHOUT TRANSFER OF COv1PRESSIVE LOADS TO WALL. FILL IRREGULARITIES BETWEEN TOP OF WALL AND DECK ABOVE WITH FIRE SAFING INSULATION OR FIRE STOPPING MATERIALS AS REQUIRED TO MEET FIRE RATING OF RESPECTIVE WALLS. 6 THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL WOOD BLOCKING IN METAL STUD PARTITIONS FOR THE PROPER ANCHORAGE OF ALL WALL ATTACHED ITEMS. 7. ALL PENETRATIONS THROUGH WALLS SHALL BE SEALED WITH FIRE STOPPING MATERIAL AS REQUIRED TO ACHIEVE THE RESPECTIVE FIRE - RESISTIVE RATING AND SMOKE STOPPAGE. 8. THE OWNER SHALL BE RESPONSIBLE FOR PROVIDING THE CONTRACTOR WITH ROUGH -IN INFORMATION NECESSARY TO ACCOMMODATE THE INSTALLATION OF OWNER FURNISHED AND INSTALLED OR CONTRACTOR INSTALLED ITEMS. 9. THE CONTRACTOR SHALL INCLUDE ALL OWNER FURNISHED AND INSTALLED ITEMS AND OWNER FURNISHED AND CONTRACTOR INSTALLED ITEMS IN THE CONSTRUCTION SCHEDULE, AND SHALL COORDINATE WITH THE OWNER TO ACCOMMODATE THESE ITEMS. 10. GENERAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL WORK WITH THE MECHANICAL CONTRACTOR. 11. GENERAL CONTRACTOR SHALL COORDINATE ALL ELECTRICAL WORK WITH THE ELECTRICAL CONTRACTOR. ON PLANS. 12. DIMENSIONS FOR DOOR AND WINDOW OPENINGS ARE SHOWN NOMINAL. ALLOW FOR 1/4-INCH (SHIM AND SEALANT OF EXTERIOR FRAMES. 13. SCRIBE GYPSUM BOARD OF WALL AND PARTITIONS TO IRREGULARITIES OF DECK ABOVE. SEAL TIGHTLY AROUND ANY PARTITIONS. 14. ARCHITECTURAL FINISHED FLOOR ELEVATION O' -0 ". 15. R- VALUES AND U- VALUES LISTED HERE ARE MINIMUM VALUES ONLY REQUIRED BY CODE. INSULATED MATERIAL INDICATED IN DRAWINGS AND SPECIFICATIONS MAY EXCEED THESE VALUES. PROVIDE VALUES AS LISTED ON DRAWINGS OR SPECIFICATIONS. INSULATION: GLAZING INDEX OF DRAWINGS TYP. E RIN. FL. ROOF: MINIMUM R -38 FRAMED WALL MINIMUM: R13 + R3.8ci SLAB ON GRADE: R10 SUMMARY OF WORK WINDOWS UP TO 30% GLAZING FRACTION: U -VALUE .55 WINDOWS UP TO 45% GLAZING FRACTION: U -VALUE .45 16. CONTRACTOR SHALL VISIT THE SITE. FAMILIARIZE HIM /HER SELF WITH EXISTING CONDITIONS AND REVIEW AND UNDERSTAND THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND CONDITIONS PRIOR TO BEGINNING ANY WORK AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCY. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CORRECTIONS AND REPAIRS REQUIRED DUE TO HIS /HER FAILURE TO DO S0. estfield Sianaae Bands SOUTHCENTER MALL RENOVATION 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 THE WORK INCLUDES THE FOLLOWING: INSTALLATION OF MEZZANINE SIGNAGE BANDS AT SOUTHCENTER MALL, TUKWILA, WASHINGTON. CONSTRUCTION WILL INCLUDE THE FOLLOWING ELEMENTS: AT THE MACY'S CONCOURSE COURT, INSTALLING NEW GYPSUM BOARD WALL AND FRAMING SUPPORTS FOR NEW SIGNBANDS. RELOCATE AND INSTALL EXISTING AND NEW LIGHT FIXTURES, EXTENDING DUCTWORK FOR EXISTING MECHANICAL GRILLES, EXTEND FIRE SPRINKLER LINES AND PAINT. ALL AS INDICATED ON THE DRAWINGS. SIMILAR CONSTRUCTION AT THE SEARS CONCOURSE AS INDICATED ON THE DRAWINGS. PERMIT SET 03 -21 -2008 VICINITY MAP PROJECT LOCATION 17. SOLELY AS A CONVENIENCE TO THE OWNER AND CONTRACTOR, THE ARCHITECT MAY INCLUDE DOCUMENTS PREPARED BY CERTAIN CONSULTANTS (OR INCORPORATE THE RECOMMENDATIONS OF SAND CONSULTANTS INTO DOCUMENTS PREPARED BY THE ARCHITECT WITHIN THE SET OF DOCUMENTS ISSUED BY THE ARCHITECT). IT IS EXPRESSLY UNDERSTOOD, THAT BY SUCH ISSUANCE, THE ARCHITECT ASSUMES NO LIABILITY FOR THE SERVICES OF SAID CONSULTANTS. 18. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED 2003 INTERNATIONAL BUILDING CODE AS AMENDED, ALL ORDINANCES AND REGULATIONS OF THE CITY OR COUNTY WITH JURISDICTION AND SPECIAL REQUIREMENTS INDICATED IN THE BUILDING SUMMARY OR THESE GENERAL NOTES. 19. WHEN REQUIRED EXIT DOORS SWING OUT OVER AN EXTERIOR LANDING. THE LANDING SHALL BE MORE THAN 1/2" BELOW FINISHED FLOOR. 20. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS AND COMPLY WITH SAFETY REGULATIONS AND RESTRICTIONS AS REQUIRED FOR WORKERS AND PEDESTRIAN PROTECTIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. PROVIDE PROTECTIONS AS REQUIRED TO PREVENT ANY DAMAGE TO EXISTING CONSTRUCTION WITHIN AND ADJACENT TO JOB SITE WHERE DAMAGE OCCURS. THE CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED AREA AND /OR vIATERIAL AS REQUIRED TO THE OWNER'S APPROVAL AT NO ADDITIONAL COST. THIS REQUIREMENT SHALL APPLY CONTINIOUSLY AND NOT BE LIMITED TO NORMAL WORK HOURS. 21. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, UTILITIES, OTHER SERVICES AND RELATED TASKS NECESSARY FOR PROPER EXECUTION OF THE CONSTRUCTION REQUIRED BY CONTRACT DOCUMENTS. 22. ANY REVISION OR ADDITIONAL WORK REQUIRED BY FIELD CONDITIONS OR LOCAL GOVERNING AUTHORITIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS, LICENSES, INSPECTIONS AND TESTING INDICATED ON THE PLANS AND SPECIFICATIONS OR REQUIRED BY ANY GOVERNMENT AGENCY. 24. UNLESS OTHERWISE INDICATED ON THESE DRAWINGS AS BEING "N.I.C. ", ALL ITEMS, MATERIALS, ETC. AND INTSALLATION OF THE SAME ARE PART OF THE CONTRACT DEFINED BY THESE DRAWINGS. 25. THE BUILDING AND FACILITY IS TO BE ACCESSIBLE TO AND FUNCTIONAL FOR THE PHYSICALLY DISABLED PUBLIC IN ACCORDANCE WITH THE AMERICANS DISABILITIES ACT (ADA) AND ALL OTHER STATE /FEDERAL GOVERNING AGENCIES. 26. THIS PROJECT MEETS THE ADA REQUIREMENT 27. PROVIDE FIRE RETARDANT WOOD FIREBLOCKING WITH A MAXIMUM SPACING OF 10' -0" HORIZONTAL AND VERTICAL IN ALL FRAMED WALLS. 28. ALL LEGAL EXITS SHOWN ON THE PLAN SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. ANY SPECIAL LOCKING DEVICE SHALL BE OF APPROVED TYPE. FLUSH BOLTS ARE NOT ALLOWED. MAXIMUM EFFORT TO OPERATE EXIT DOORS SHALL NOT EXCEED 8.5 LBS FOR EXTERIOR DOORS. 5 LBS FOR INTERIOR DOORS AND 15 LBS FOR FIRE RATED DOORS. 29. FIRE SAFETY DURING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL COMPLY WITH ARTICLE 87 OF THE UNIFORM NFPA BUILDING CODE. 0 PROJECT SUMMARY PROJECT TEAM OWNER WESTFIELD CORPORATION, INC. 11601 WILDHIRE BOULEVARD, 12TH FLOOR LOS ANGELES, CALIFORNIA 90025 T: 206.802.6076 F: 206.246.2856 C: MIKK SEPP E: MSEPP @WESTFIELD.COM ARCH ITECTU RAL DLR GROUP, INC. 900 FOURTH AVENUE, SUITE 700 SEATTLE, WA 98164 T: 206.461 .6000 F: 206.461 .6049 C: ERWIN C. ANGULO E: EANGULO@DLRGROUP.COM STRUCTURAL DLR GROUP 900 FOURTH AVENUE, SUITE 700 SEATTLE, WA 98164 T: 206.461 .6000 F: 206.461 .6049 C: MICHAEL ZIEMANN E: MZIEMANN@DLRGROUP.COIV OH MECHANICAL DLR GROUP 900 FOURTH AVENUE, SUITE 700 SEATTLE, WA 98164 T: 206.461.6000 F: 206.461.6049 C: SURRANDER NAGANATHAN E: SNAGANATHAN @DLRGROUP.COM ELECTRICAL DLR GROUP 900 FOURTH AVENUE, SUITE 700 SEATTLE, WA 98164 T: 206.461 .6000 F: 206.461.6049 C: OANA STEPHENS E: OSTEPHENS @DLRGROUP.COM SEPARATE PERMIT REQUIRED FOR: 0 Mechanical if Electrical SIPlumbing 1!J Gas Piping City of Tukwila Bd l _r .4G DIVISION A\ No changes shall be mnrlp to the scorn of work without prior approval of Tukwila Building Division I N OTE: Revisions will require a new plan submittal and may include additional plan revi6w fees. J RECEIVED CITY OF TUKWILA APR 0 92008 PERMIT CENTER REVIEWED F COMPLIANCE. CCOE APPROVE t\pR 1 ALE COPY Permit No. ty BUILDING D iSIQL Q Plar review approval is subject to errors and missions. Approval of construction ' nts does not authorize the violation of a ny a• c - _ or or R � of approved Fie ld and conditions is aMeted: By-r G (If Tukwila q INCOMPLETE LTR# 1 01-v11 1- w cn W 0 D Z m Z W X CO W Z O w = CD o � <LJJ I w = U (n D oO 0(/) L ri 0 w L ct CD w C W co a. C53 C 0 c7 a o 0 C3) 1 Et. o 'L c CD C c t 0 cm ''p c c co HT iwanimi 0 w �+ 2 ', lllll�lilillll= "::: lll�::I II IIIIIIIIIIIIIIIII€ IIJlhIi 1 I' IIIIIIIIIIIIIIIIII A 11'iilllllllllliiil uue..ad3 d 1!lliili#Illkli ... j iai %I l[llfl liigl ie llll IIi111111`a1Ihill ! O :i. l 11 EA ------- r Y —_— . Ja• — 1 CODE SUMMARY APPLICABLE CODES 2006 INTERNATIONAL BUILDING CODE (IBC), WAC 51--50 AND COMPLIANCE WITH CITY OF TUKWILA ZONING. 2006 INTERNATIONAL FIRE CODE (IFC), INCLUDE APPENDIX B & C 2005 NATIONAL ELECTRICAL CODE (NEC) 2006 INTERNATIONAL MECHANICAL CODE (IMC), WAC 51 -52 2006 UNIFORM PLUMBING CODE (UPC), WAC 51 -56 & 51 -57 INCL APPENDIX CHAPTERS H & L 2003 WASHINGTON STATE ENERGY CODE (WSEC), WAC 51 -52 OCCUPANCY GROUP EXISTING M: MERCANTILE - COVERED MALL BUILDING NOTE: 1. NO INCREASE IN BUILDING GROSS LEASE AREA OR BUILDING AREA. EXISITNG BUILDING S.F. TO REMAIN. 2. EXISTING PARKING COUNT TO REMAIN NO INCREASE. CONSTRUC11ON TYPE EXISTING MALL: 2N, (FULLY SPRINKLERED) EXSITNG BUILDING AREA NORDSTROM 171,275 S,F. (3 levels) MACY'S 250,407 S.F. (4 levels) SEARS 174,630 S.F. (3 levels) JCPENNEY 276,468 S.F. (3 levels) VACANT ANCHOR 65 273 S.F. (2 levels) TOTAL DEPARTMENT GLA 938,053 S.F. OCCUPANT LOAD: DETERMINATION OF OCCUPANT LOAD: EXISTING COVERED MALL BUILDING GLA = OLF= (0.00007)(GLA) +25 OLF= (0.00007)(277,855 S.F.) +25 = 44 S.F. PER OCCUPANT USING EQUA11ON 4 -1, OLF (0.00007)(GLA 277,855 S.F.) +25 = 44 S.F. PER OCCUPANT PER 402.4.1.2 OLF RANGE MINIMUM IS 30 AND MAXIMUM IS 50. NOTE: 1) 277,855 S.F. DOES NOT INCLUDE ANDY ANCHOR BUILDINGS. 2) THERE IS NO FOOD COURT. EXISTING COVERED MALL GLA 277,855 S.F. /44 S.F. PER OCCUPANT = 6,314.86 OR 6,315 OCCUPANTS PER TABLE 1018.1 IF OCCUPANT LOAD IS OVER 1,000 THEN 4 EXIT ARE REQUIRED. MEANS OF EGRESS: REQUIRED EXIT WIDTH - PER TABLE 1005.1 FOR SPRINKLERED SYSTEM SHALL BE .2" FOR STAIRS AND .15" FOR - GIVEN THE 6,315 OCCUPANT LOAD X .15" = 947.25" OR 947" WIDTH ARE REQUIRED. PROVIDED EXIT WIDTH -AT THE 6 MAIN MALI CONCOURSE EXITS AS SHOWN WEST ENTRY: 5 DOUBLE DOORS © 72" EACH = 360" PROVIDED NORTH ENTRY: 5 DOUBLE DOOR @ 72" EACH = 360" PROVIDED EAST ENTRY: 4 DOUBLE DOOR © 72" EACH = 288" PROVIDED 1196" PROVIDED - AT THE 10 EXISTING REQUIRED SECOND EXIT CORRIDORS. 2 CORRIDORS WITH 1 DOUBLE DOORS di 72" EACH = 144" PROVIDED 12 CORRIDORS WITH 1 SINGLE DOORS ® 36" EACH = 432" PROVIDED 575" PROVIDED DISTANCE TO EXITS: - TRAVEL DISTANCE SHALL BE NOT EXCEEDED 200 FEET MAXIMUM FROM WITHIN A TENANT SPACE TO THE MALL. - TRAVEL DISTANCE FROM ANY POINT WITHIN THE MALL TO A MALL EXIT OR TO A 66" MINIMUM WIDTH EXIT PASSAGEWAY SHALL NOT EXCEED 200 FEET. FIRE PROTECTION - EXISTING COVERED MALL BUILDING IS SPRINKLED THROUGHOUT. ANY NEW RETAIL SPACE SHALL BE FULLY SPRINKLERED AND CONNECTED TO THE EXISTING STANDPIPE PER 402.8.1 AND 905.3.3. P' UMBING FIXTURE COUNT 2006 IBC CHAPTER 4 COVERED MALL BUILDING, EQUATION 4 -1 ( SEE MEANS OF EGRESS IN CODE SUMMARY). THE OLF IS 44 PER S.F. AND THE TOTAL OCCUPANTS (LESS ANCHOR SPACES) IS 6,315 OCCUPANTS. PER 2006 IBC CHAPTER 29, TABLE 2902.1 NUMBER 6 MERCANTILE USE M. -WATER CLOSETS FOR MALE AND FEMALE SHALL BE PROVIDED 1 PER 500 OCCUPANTS LAVATORIES SHALL BE PROVIDED AT 1 PER 750 OCCUPANTS. - DRINKING FOUNTAINS SHALL BE PROVIDED AT 1 PER 1000 OCCUPANTS. - URINALS CAN BE SUBSTITUED FOR MALE TOILETS UP TO 50% MAXIMUM REQUIRED. m co D Z m Z (7) W 0 U 0 C) U uJ >- D W D U w D oO 0(/) 0 12 L 0 a) -1--+ c 1..1� 0) a) a) 0) 2 U a) U 21 24' - 0" 22 24' - O" MALL CONCOURSE 23 7 24' -0' 1 ' -6" 3' -2" TYP r . TYP EX STING MECHANICAL RM 7 ._ 2 „ EXISTING MACYS Fri I 1..4 24' -O" 25 24' - 0" MALL CONCOURSE 26 1 24' -O" 27 EXISTING MECHANICAL RM 24' --O" 0 EXISTING NEW 28 24' --O" MALL CONCOURSE Q 29 1 NORTH SCALE: 1/8' = 1' -0" DEMOLITION FLOOR PLAN KEY NOTES ED TENANT LEASE LINE BELOW 0 EXISTING FASCIA DETAIL PROFILE EXISTING CONCRETE "UMBRELLA' COLUMN TO REMAIN AS IS Q EXISTING STRUCTURAL COLUMN REMOVE EXISTING MECHANICAL GRILL FOR RELOCATION, TYP. EXISTING 12 "x48 MECHANICAL GRILL TO REMAIN, TYP O EXISTING SPEAKER TO REMAIN. TYP REMOVE EXISTING FLOOR MOUNTED LIGHT FIXTURE FOR RELOCATION. PATCH All OPENINGS AND LEVEL FLOOR TO LEAVE CLEAN SMOOTH SURFACE, TYP. O EXISTING ACCESS DOOR TO REMAIN 1p REMOVE EXISTING DRYWALL FINISH FOR NEW DOOR 0 REMOVE EXISTING DRYWALL AND STUDS AS REQUIRED FOR NEW TUBE STEEL, TYP. LEGEND -------- . EXISTING TO REMAIN EXISTING TO BE REMOVED GENERAL DEMO NOTES 1. DO NOT SHUT OFF OR CAP UTILITIES WITHOUT PRIOR NOTICE. COORDINATE WORK WITH LOCAL UTIUTY PURVEYORS. 2. VERIFY THAT ALL UTTUTY SERVICES TO BE DEMOLISHED HAVE BEEN DISCONNECTED. 3. ERECT BARRIERS, SHORING AND THE LIKE TO PROTECT PERSONNEL, CONSTRUCTION, ADJACENT OFFICES TO REMAIN. COMPLY WITH ALL STATE AND LOCAL AGENCY REQUIREMENTS. 4. PROVIDE FOR THE PROTECTION OF PERSONS PASSING AROUND OR THROUGH THE AREA OF DEMOLITION. 5. DO NOT DAMAGE EXISTING CONSTRUCTION TO REMAIN. 6. SPRINKLE DEBRIS AS NECESSARY TO LIMIT DUST TO LOWEST PRACTICABLE LEVEL. DO NOT SPRINKLE TO EXTENT CAUSING FLOODING, CONTAMINATED RUNOFF OR ICING. 7. THE REFUSE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF BY THE CONTRACTOR IN A MANNER CONSISTENT WITH ALL GOVERNMENT REGULATIONS. IN NO CASE SHALL REFUSE MATERIAL BE LEFT ON THE PROJECT SITE, SHOVED ONTO ABUTTING PRIVATE PROPERTIES, OR BE BURIED IN EMBANKMENTS OR TRENCHES ON THE PROJECT SITE. DEBRIS SHALL NOT BE DEPOSITED IN ANY STREAM OR BODY OF WATER, WETLAND, OR IN ANY STREET OR ALLEY, OR UPON ANY PRIVATE PROPERTY EXCEPT BY WRITTEN CONSENT OF THE PRIVATE PROPERTY OWNER. MAINTAIN HAULING ROUTES CLEAN AND FREE OF ANY DEBRIS RESULTING FROM DEMOLITION WORK ON THIS PROJECT. 8. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR MUST FIELD VERIFY ALL EXISTING MECHANICAL, PLUMBING AND ELECTRICAL WORK LOCATED IN THE TENANT SPACE WHICH AFFECTS THE ADJACENT TENANT SPACES. THE LANDLORD AND THE ADJACENT TENANTS MUST BE NOTIFIED PRIOR TO SHUTDOWN OF ANY SHARED MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS. 9. WALLS, PARTITIONS, DOORS, FRAMES, AND OTHER ITEMS TO BE REMOVED ARE SHOWN DASHED. SERVICES WITHIN WALLS AND PARTITIONS SHALL ALSO BE REMOVED. EDGES OF WALLS SHOWN TO REMAIN SHALL BE SAWCUT OR CLEANLY TOOTHED TO ACCEPT NEW CONSTRUCTION. REPAIR AND PATCH REMAIN SHALL BE SAWCUT OR CLEANLY TOOTHED TO ACCEPT NEW CONSTRUCTION. REPAIR AND PATCH EXISTING WALLS SHOWN TO REMAIN WHERE INTERSECTING WALLS, DOORS, FRAMES, ETC. ARE SHOWN TO BE REMOVED AND WHERE EXISTING CONSTRUCTION WILL NOW BE EXPOSED IN THE NEW CONSTRUCTION. DISPOSAL OF ALL DEMOLISHED ITEMS 15 THE RESPONSIBILITY OF THE CONTRACTOR. 10. EXISTING CONSTRUCTION SHOWN TO REMAIN INCLUDING BUT NOT LIMITED TO WALLS, PARTITIONS, DOORS, FRAMES, ETC. SHALL BE PROTECTED DURING DEMOLITION. DAMAGE TO EXISTING CONSTRUCTION SHOWN TO REMAIN SHALL BE RESTORED TO MATCH PRE - DAMAGED CONDITION. CERTAIN SELECTED MATERIALS SHALL BE SALVAGED AND TURNED OVER TO THE MALL AT THE DISCRETION OF THE CONSTRUCTION MANAGER. 11. PROTECT FROM DAMAGE ALL EXISTING FINISH WORK TO REMAIN IN PLACE AND WHICH BECOMES EXPOSED DURING DEMOLITION OPERATIONS. 12. PROVIDE ALL NECESSARY SHORING, BRACING, AND SUPPORT TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF STRUCTURE OR ELEMENT TO BE DEMOLISHED, AND ADJACENT STRUCTURE OR ELEMENT SHOWN TO REMAIN. SHORING AND BRACING SHALL BE DESIGNED BY CONTRACTOR'S PROFESSIONAL ENGINEER LICENSED IN THE APPLICABLE JURISDICTION. 13. WHERE FINISHES ARE SHOWN TO BE REMOVED FROM EXISTING CONSTRUCTION, REPAIR AND PATCH REMAINING SUBSTRATE AND PREPARE FOR NEW FINISH. REPAIR AND PATCH ALL REMAINING SUBSTRATES THAT WERE ORIGINALLY CONCEALED BY EXISTING FINISHES, BUT WILL NOW BE EXPOSED IN THE NEW CONSTRUCTION. 14. SALVAGE MATERIAL AS REQUIRED FOR PATCHING AND INFILL (SEE DRAWINGS FOR NEW WORK). SALVAGE MATERIAL SHALL BE CLEANED AND STORED IN AREAS AWAY FROM THE DEMOLITION OR UNTIL NEEDED. 15. ALL INFILL OR REPLACEMENT WORK SHALL MATCH EXISTING CONDITIONS IN MATERIALS, CONSTRUCTION AND FINISH, UNLESS SPECIFICALLY NOTED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. 16. REMOVE ALL EXISTING OBSOLETE MISCELLANEOUS NON - LOADBEARING ITEMS IN THEIR ENTIRETY THROUGHOUT TENANT SPACE ABOVE AND BELOW EXISTING CEILINGS, INCLUDING (BUT NOT LIMITED TO) PLASTER AND DRYWALL PARTITIONS, DOORS, FRAMES, SOFFITS, STUDS, FURRING, INSULATION, CEILING SUSPENSION SYSTEMS, ETC. PARTICULARLY WHERE EXISTING ITEMS WILL INTERFERE WITH THE INSTALLATION OF NEW CONSTRUCTION, OR WHERE EXISTING ITEMS WILL BE EXPOSED IN THE NEW CONSTRUCTION, UNLESS SPECIFICALLY SHOWN ELSEWHERE IN THE CONTRACT DOCUMENTS TO REMAIN. REPAIR AND PATCH ALL SURFACES TO REMAIN, WITH MATERIALS MATCHING EXISTING CONSTRUCTION. COORDINATE WITH NEW CONSTRUCTION. 17. REMOVE ALL EXISTING OBSOLETE PLUMBING, MECHANICAL, AND ELECTRICAL EQUIPMENT IN THEIR ENTIRETY THROUGHOUT TENANT SPACE PARTICULARLY WHERE EXISTING ITEMS WILL INTERFERE WITH THE INSTALLATION OF NEW CONSTRUCTION, OR WHERE EXISTING ITEMS WILL BE EXPOSED IN THE NEW CONSTRUCTION, UNLESS • SPECIFICALLY SHOWN ELSEWHERE IN THE CONTRACT DOCUMENTS TO REMAIN, WITH MATERIALS MATCHING EXISTING CONSTRUCTION. COORDINATE WITH NEW CONSTRUCTION. ALL ELECTRICAL, PLUMBING, MECHANICAL TO BE DEMO'D SHALL BE REMOVED BACK TO SOURCE POINT OF ELECTRICAL, PLUMBING, MECHANICAL TO BE DEMO'D SHALL BE REMOVED BACK TO SOURCE POINT OF CONNECTION. 18. COORDINATE WITH THE OWNER'S REPRESENTATIVE ANY AND ALL EXISTING ITEMS TO BE RE -USED. 19. ALL CONCRETE SAWCUTTING SHALL BE PER ACI STANDARDS. 20. PATCH HOLES IN CONCRETE RESULTANT FROM PIPE /CONDUIT REMOVAL. KEY PLAN RECMP MAR 2 4 2008 PERMIT CEN I � D Z CO Z W (/) Ct 0 Z a z J O a V oD O iu z O w 1-- 0 W 0 0 G r O U Q -L Cm -2- cp 0 c U 9 N N i 21 12' -O" EQ EQ 1 24' -O" 1 22 6' -0" 12' -0" 72' -5" 6' -0" 24' -O" MALL CONCOURSE 6' -0" 23 24' - 0" \v/ 24 7' -2" EXISTING MACYS EXgST1NG MECHANICAL RM 24' - 0" 24' -O" CONCOURSE 1 24' -0" 27 24' - 0" 28 24' - 0" MALL CONCOURSE 0 29 30/ NORTH SCALE: 1/8" = 1' -0" MEZZANINE FLOOR PLAN 0 KEY NOTES O TENANT LEASE LINE BELOW O EXISTING FASCIA DETAIL PROFILE EXISTING CONCRETE "UMBRELLA" COLUMN TO REMAIN AS IS O EXISTING STRUCTURAL COLUMN 5a 'NEW 3'- 0"x7' -0" DOOR, PROVIDE MALL STANDARD LOCKS AND HARDWARE, TYP. O RELOCATED UGHT FIXTURE O STRUCTURAL FRAMING, TYP O EXISTING SPEAKER TO REMAIN UNO () EXTEND DUCT FULL SIZE FROM BACK WALL TO NEW EXISTING '''GRILL LOCATION AS SHOWN. SUPPORT DUCT PER PAINT TO MATCH EXISTING BACK WALL COLOR, TYP. 10 TEMPORARY WALL 11 ANGLE 3 "X3 ° X1/4" WITH 4" OF 3/16" FILLET WELD EACH END LEGEND EXISTING TO REMAIN NEW CONSTRUCTION REVIEWED F OR 1 CODE COMPLIANCE APPROVED APR ?2I City Of Tukwila BUILDING DIVISION NORDSIROM KEY PLAN RECEIVED MAR 2 4 2008 DDRIUII T ('_FI1rif -; D Z < (i) Z U w 0 U z z QO 0- U O Lu O I-- � Z w z (� z 2 N j w O 2 CO • KEY NOTES \ \2/ \2 24' -O" 23 24' -0' \ 24' -O" �v ,/ 24 25 24' -0" 26 24' -0" 27 24' -0" \s/ 24' -0" 29 24' -0" f 30 O PROVIDE FOCAL POINT #FCV68- 1T5H0- 1C -277_c OR EQUAL, MOUNT FIXTURE ALONG LEDGE AS RE i ADJUST REFLECTOR TO PROVIDE EVEN WASH ON CIRCUIT AS INDICATED, f 7'-2" -2 f �J n RELOCATE EXISTING FIXTURES TO LOCATIONS SHOWN. MOUNT AS REQUIRED. RECIRCUIT AS INDICATED. • �E R IEWED FOR C ®NIPUA ACE 1 cqy Of T�.9i�V•1l BUILDING SIQ m b Mall . . O''/ ' 1 MAC S ` I � ) \\*\ I E I I 1 I I .: A MIL a —1 MALL CONCOURSE O i - —I I I I • _ -- - MALL CONCOURSE O O ���s . } 1M I AIM AIM AIM Alrl■ AIM M AIM ee AIM AMeAIIIIM....ral.Amu. A ����.,.A,l��s o �■ 0 0 0 0 0 ■■ _ oM v rs ∎∎ o 0 0 0M ` --�1"-- - 97 77 2 2L 27 �... �r1 �III■rrr■■ ��a o _∎ ' 0i �- o 0 0 0 ∎■ V • • 'J • •y - --- ..._ • 1 ____22____ -...27 _.._ ._._. ...27 .....27 ._., _ . ..._ ..,.27 ...� 2• ----11 6 Ar .... e. ._.. W-I=Ii,IMONIMI1 ...• 1 N \ 26 A 1 A A I & I I I ) 1 0 il 4 46 1 -I--- 1 :: ( I I L _ 0 TYP 4 � ,� 0 A • II I 26 MALL CONCOURSE TYP TYP _._ ,_ A 1 A 1 Z H I I A A A H Z Z MECHANICAL RM E / j 2 0 �, • LJC- 25,26,27 I I 0 LHC- 45,46,47 t f 0 0 T d- N i `� A A 1 +/ 2 \ 4 , • � A 1 1 1 1 i j I 1 I .CO / � il 4 A 2. A A I I A A " 1 41 . k,.... , . ...„ I 25 • I A . EXISTING .,_ / NEW 1 KEY PLAN . J z - o � •.. J 7 111 911iL li l ig m MI - = :: i r -� . _ NORTH FLOOR LIGHTING PLAN ;- gro, SCALE 1/8' - 1' -0" RECEIVED MAR 2 4 200$ PERMIT GENTEr. 611 DEMO PLAN @ SEARS CONCOURSE SCALE: 1/4" = 1' -0" 9 1l� CO - CO N SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" LJ- INTERIOR ELEVATION SCALE: 1/4" = 1' -0" 13 E= A 1 ---------- - - - - -- _ - MIX 3 =_ c 3 IMAM •1■IN DEMO - INTERIOR ELEVATION \3/ MEZZANINE FLOOR LIGHTING PLAN @ SEARS CONCOURSE Ny Y AL E== - =E 27 27 24' -0" 24' -0" 24' -0" IOW= J r 27 27 27 14 Ny 14 14 MALL CONCOURSE 27 MALL CONCOURSE 0 ' 27 27 24 -0" III A. � a A. a .a ._. . A r. __sass_ as__ ...... _A. AA AL. Al.. r A___ _aa a Tar a 24' —O" 24' -0" 27 1 27 27 15 15 15 C n Iiii WPM MOW ATM Am.q. sr mom am. mom EEEEE] 27 4 27 24' -0 24' -0" 24' -0" 24' —O" 27 E FEF.E. E3 _. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 27 16 1' EXISTING NEW 27 EXISTING NEW a r � i 0 NEW LAYER OF GYPSUM WALL BOARD TO BE FLUSH WITH EXISTING BAND ABOVE. FRAME AS REQUIRED T.O. MEZZ DGE DETAIL LOCATION OF NEW LIGHT FIXTURE EXISTING TENANT LEASE LINE, VARIES I{INISH FLOOR EL = 0'-0" WALL SECTION DETAIL SCALE: 1/2" = 1' -0" MALL CONCOURSE EXISTING TENANT KEY NOTES 0 0 0 0 0 0 0 10 NORDSTROM REMOVE EX1S11NG LIGHT FIXTURES REMOVE EXISTING COVE LIGHTING PROFILE OF EXISTING FASICA DETAIL PROFILE OF EXISTING GYPSUM BOARD WALL BANDING TO BE PAINTED WHITE TO MATCH BUILDING STANDARDS, TYP REMOVE EXISTING MECHANICAL GRILL FOR RELOCATION, TYP. EXISTING TENANT SPACE REMOVE EXISTING GYPSUM WALL BOARD TO EXPOSE METAL STUDS NEW LAYER OF GYPSUM BOARD WALL, FLUSH WITH EXISTING BAND ABOVE. PAINT WHITE TO MATCH BUILDING STANDARDS. PROVIDE SMOOTH TRANSITION BETWEEN EXISTING AND NEW, NO VISIBLE JOINTS. EXTEND DUCT FULL SIZE FROM BACK OF WALL TO NEW EXISTING GRILL LOCATION ASH SHOWN. PAINT TO MATCH BACK WALL COLOR /BUILDING STANDARDS, TYP. PROVIDE FOCAL POINT /FCV68- 1T5H0 -1C- 277— S— CV —HW -4' OR EQUAL. MOUNT FIXTURE ALONG LEDGE AS REQUIRED. ADJUST REFLECTOR TO PROVIDE EVEN WASH ON SIGNAGE. CIRCUIT AS INDICATED. n O REII E Eb FOR I COMPLIANCE CODE APPROVE WP City Of S Tukwila ' BUILDING DIV1$IQN 1 KEY PLAN n RECE VED MAR 2 4 2008 HEHMII (.:EN1 z 0 z !IL." Q W C� � Z O 0 Of of) w 1- Lil Z Go D � D Q Q Z a O w (i) � w O 1— O Z W O U U = (0 u) O ea Ce . U C L —i - CD U o 0 U n L N O o N co _ W CD w re C w cc co a . • a 2 ¢ C 0 0 c 0 0 D c W (7 TYP HSS TO HSS TYP PL TO PL SCALE: 1/2" - 1' -0" 3/16 3/16 ANGLE PER PLAN WALL SECTION � TAIL NOTE: 1. ALL METAL; DUCTWORK TO BE PAINTED WHITE TO MATCH EXISTING- BUILDING STANDARDS. EXISTING CONCRETE SLAB 3 1/2" EXISTING CONCRETE SLAB 4 "X2OGA METAL STUD -- FRAMING © 16" O.C. MFR STD CUP ANGLE @ EA STUD, TIP 6" LONG PL AT EX BEAM FLANGE THICKNESS T.O. MEZZ EDGE DETAIL EL = 15' -6" NEW LIGHT FIXTURE EXTEND, MECHANICAL DT M E CHANIC UC AL GRILLE, PAINT WHITE TO MATCCH BUILDI STAN DARD S . FINISH FLOOR EL = 0' -0" WALL SECTION DETAIL EXISTING TENANT LEASE LINE EX CONCRETE COLUMN PL 3/8 "X3" WIDE, TYP MALL CONCOURSE BOLTED TO THE FLOOR N Et w a EXISTING TENANT IL N 3/16 TYP HSS TO HSS HSS 4X4X1/4, TYP INTERMEDIATE LEVEL FLOORING NOTE: SUPPORT REQUIRED EVERY 3 "--0" LENGTH OF SUPPLY DUCT ANGLE 6X4X3/8 (LLV) W/ 2 -1/2 "0 EXP BOLTS EA SIDE OF POST (3" MIN EMBED) 1 -3/4 "0 THRU BOLT IN 1 - 1/2" VERT SLOT 5/16 <PL TO EX BEAM SHEET METAL SCREWS TOP OF SIDES AND BOTTOM 1- 5 /8 "UNISTRUT W/ ANGLE CLAMP AND SPRING NUT, TYP 3 16 STIFFENER PL CENTERED BELOW POST NOTE: 1. X -RAY EXISTING COLUMN PRIOR TO EPDXY BOLT INSTALL, SHIFT EPDXY BOLTS ( +/- 2 ") TO AVOID COLUMN REINFORCEMENT, 2 AL`L METAL, DUCTWORK TnBE.:2AINTEp,,, TE, MATCHFEXISTING ,BUILDING STANDARDS.- T.O. MEZZ EDGE DETAIL EL = 15' -6" WALL SECTION DETAIL BACK OF EXISTING WALL PL 3/8"X8" W/ 2 -5/8 "0 EPDXY BOLTS 4" OC HORIZ AND AS SHOWN VERT (4" MIN EMBED) CURVE PL TO BE FLUSH AGAINST EX COLUMN 4 "X2OGA METAL STUD FRAMING © 16" O.C. •r �hACH'AL� DU EXTEND C AND E MECHAN GRILIIINWHITE TO M STANDARDS;'.4 EXISTING TENANT LEASE LINE EXISTING CONCRETE SLAB 2" CLEAR EA END, TYP. HSS 4X4X1 /4, TYP EXISTING CONCRETE "UMBRELLA" COLUMN EXISTING TENANT 53 0.1 ► SCALE: 1/2" = 1 A10.1 SCALE: 1/2" = 1' -0" f D 4 "X2OGA METAL STUD - FRAMING ® 16" O.C. MFR STD CUP ANGLE ® EA STUD, TYP 6" LONG PL X EX BEAM FLANGE THICKNESS d FINISH FLOOR Y EL = 0' -0" NOTE 1. ALL METAL, DUCTWORK TO BE PAINTED WHITE TO MATCH EXISTING BUILDING STANDARDS. EXISTING CONCRETE SLAB - 3 1/2" u WALL SECTION @ RADIUS CORNER SCALE: 1/2" = 1' -0" 3/16 3/16 4-12 5/16 ANGLE 6 "X4 "X3/8" (LLV) X 7" LONG W/ 2 -1/2 "% EXP BOLTS EA SIDE OF POST (3" MIN EMBED) CONT 3/8" BENT PL W/ 4" VERT LEG, RADIUS LEG TO MATCH CURVE OF WALL, TYP OR HSS 4 "X4 ° X1/4 ° 3 16 TYP HSS TO HSS TYP PL TO HSS < PL TO EX BEAM EXISTING BEAM STIFFENER PL CENTERED BELOW POST RECEIVED LIAR 2 4 2008 PERMIT CEN l 1- w 0) w • 0 (.3 0 2 L 0 Q) C) a cD °' C r 0 C W 0 U 2 C L d z O 0 a) ce ..0 ,,: 0 o - O N 0 EXISTING CONCRETE "UMBRELLA" COLUMN BEYOND INTERIOR ELEVATION SCALE: 1/4 = V-0" NEW GYPSUM BOARD WALL, PAINT WHITE TO MATCH EXISTING MALL BUILDING STANDARDS EXISTING FASCIA DETAIL TO REMAIN : RELOCATED MECHANICAL GRILL, PAINT WHITE TO IMATCH EXISTING MALL BUILDING STANDARDS INTERIOR ELEVATION SCALE: 1/4" — V-0" — MALL CONCOURSE KIiI RADIUS CURVE EXISTING CONCRETE "UMBRELLA" COLUMN L PROVIDE SMOOTH CLEAN CUT AT ALL GWB EGES, TYP PROVIDE SMOOTH CLEAN CUT AT ALL GWB EGES, TYP • •. 24'-0" • a ..... a a a ....... a a a ..... a aa a a ,,, ,,, W WTT ...... TT TT, ...... W, T T 7,1 T TT TT 7,7 T TYPT T T - 7 .7 . • • 111111[11111111111111 a aa a aaaaaaaaaa aaa aaaaaa aalaaaa T 7 T • • TENANT ~1~7~ ------- 24 TENANT • 53 A10.1 • 24'-0" a. a a ... II .. aaa aaaa 51 A10.1 _.T 1 •1111 4 111 . , FT ..... a a a 111111111111 111111111111111111111111111111111111111111111111111111111111111111111111.1111111111111111111111111 7 • I1 a EXISTING CONCRETE "UMBRELLA' COLUMN BEYOND NEW GYPSUM BOARD WALL, PAINT WHITE TO MATCH EXISTING MALL BUILDING STANDARDS — 'MECHANICAL GRILL, PAINT WHITE TO mAral EXISTING MAit'BUILDiNG STANDARDS • EXISTING FASCIA DETAIL TO REMAIN MALL CONCOURSE <=> cJ RECOVED MAR 2 4 2008 PERMIT CENTEF. CO w (f) 0 (/) 0 z 0 < LLI > w Z L U W Et 0 w 0 z