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Home My WebLink AboutPermit D06-320 - Westfield Southcenter Mall - Footlocker - Tenant ImprovementFOOTLOCKER 957 SOUTHCENTER MALL D06 -320 City &Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us Parcel No.: 2623049023 Permit Number: D06 -320 Address' 957 SOUTHCENTER MALL TUKW Issue Date: 09/15/2006 Suite No: Permit Expires On: 03/14/2007 Tenant: Name: FOOTLOCKER Address: 957 SOUTHCENTER MALL, TUKWILA WA Owner: Name: WESTFIELD CORPORATION LLC Address: 11601 WILSHIRE BL, LOS ANGELES CA, 90025 Phone: Contact Person: Name: KENT FAHOY Address' 3014 HOLLINWULL DR, KATY TX, 77450 Phone: 800 - 556 -8641 Contractor: Name: MARKET CONTRACTORS (WA) LTD Address 10250 NE MARX ST, PORTLAND, OR 97220 Phone: 503 - 255 -0977 Contractor License No: MARKECW066NU Value of Construction: $80,000.00 Type of Fire Protection: SPRINKLERS Type of Construction: II doc: IBC- PERMIT DEVELOPMENT PERMIT "continued on next page** Expiration Date: 09/13/2008 DESCRIPTION OF WORK: TENANT IMPROVEMENT - INTERIOR ALTERATION TO AN EXISTING RETAIL SPACE. Steven M. Mullet, Mayor Steve Lancaster, Director Fees Collected: $1,750.83 International Building Code Edition: 2003 Occupancy per IBC: 0019 D06 -320 Printed: 09 -15 -2006 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City or/Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and e ordinances governing this work will be Print Nam doc: IBC - PERMIT AP Date: Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D06 -320 Issue Date: 09/15/2006 Permit Expires On: 03/14/2007 ert Ida( is permit and know the same to be true and correct. All provisions of law and ith, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating c • striction or the perfo 4 of work. I am authorized to sign and obtain this development permit. I Signature: isV/// /A .a SCR ss_L. a ', Date: 7 1c / De 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. D06 -320 Printed: 09-15 -2006 City or' Tukwila 1: ** *BUILDING DEPARTMENT CONDITIONS * ** Department of Community Development 6300 Southeenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us Parcel No.: 2623049023 Address: 957 SOUTHCENTER MALL TUKW Suite No: Tenant: FOOTLOCKER PERMIT CONDITIONS Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D06 -320 Status: ISSUED Applied Date: 08/16/2006 Issue Date: 09/15/2006 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: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: 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. 8: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 9: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: 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. 12: Manufacturers installation instructions shall be available on the job site at the time of inspection. 13: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 14: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum doc: Conditions 006 -320 Printed: 09 -15 -2006 City or Tukwila distance of 4- inches shall be maintained above the controls with the strapping. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 16: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 17: 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. 18: ***FIRE DEPARTMENT CONDITIONS * ** Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206431 -3665 Web site: ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 21: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 22: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 23: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 24: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 25: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 26: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 27: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 28: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 29: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress doc: Conditions D06 -320 Printed: 09-15-2006 City cfr Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us Steven Al. Mullet, Mayor Steve Lancaster, Director travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less from the nearest visible exit sign. (IFC 1011.1) 30: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 31: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 32: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot - candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 33: Fire alarm upgrade is required for this project as this is a permanent re- location per Dave Kautz of Westfield.(The system to be tied into the new addressable system when installed for mall expansion.) 34: Maintain fire alarm system audible /visual notification. Addition /relocation of walls or partitions may require relocation and /or addition of audible /visual notification devices (City Ordinance #2051) 35: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 36: Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. (IFC 901.4) 37: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3)(Install mechanical stops in rolling shelving to maintain a 6" flue space between rows of 4ft. shelving. Install in -rack sprinklers or provide a 6" longitudinal flue space between all back -to -back shelving.) 38: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems Involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 39: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 40: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed In a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a doe: Conditions D06 -320 Printed: 09 -15 -2006 City Olt/ Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) Steven M. Mullet, Mayor Steve Lancaster, Director 41: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 42: My overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 43: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doe: Conditions **continued on next page** 006 -320 Printed: 09-15 -2006 Signature: Print Name: doc: Conditions City Girl Tukwila Department of Community Development 6300 Southeenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ct.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. NI 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 work or local laws regulating construction or the performance of work. Steven M Mullet, Mayor Steve Lancaster, Director Date: 7 is — 00 D06 -320 Printed: 09 -15 -2006 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted hrough the mail or by fax. * *Please Print'" SITE LOCATION /� King Co Assessor's Tax No.: Site Address: = /S7 . Sf XJ _r t4 Suite Number: - 34 O • •sS Tenant Name: Property Owners Name: l!J a EJ Mailing Address: 112. Lk) - "SC. C CONTACT PERSON Name: I-'ct"'c Mailing Address: '? o 11 PrL E -Mail Address: 1 ITS ` - NOLt C Building Permit No. Project No. Pan-524 Mechanical Permit No. M O& - Pit Plumbing/Gas Permit No. Public Works Permit No. ro - (For office use only) City Day Telephone: ` / -- ' City Fax Number: New Tenant: Stale Floor: Yes ❑..No ( 1 012-0 Zip BOO - SSco &u l state Zip 'S�cl GENERAL CONTRACTOR INFORMATION - COT To Ptx0 (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address' City Day Telephone: Fax Number: Expiration Date: Contact Person: E - Mail Address: Contractor Registration Number: Slam Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: ---.)---1 \S T 1 '- ITT . 1-1-01-A.-. L� �IY�� 2 Mailing Address: U) 03 ( t - 2-0 v- - T' 0 0 0 00 0 r City State Zip Contact Person: PEP \S ttu (TZ Day Telephone: cSt 3 - no S ` 2- ( 5 E -Mail Address: t Fax Number: 59 i 3 — 2. - "1 1 3' 3 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: P A - -45 t - t a- � Mailing Address — So - 51 2 4 V — J 0 city � Zip I Contact Person: tr2-P 4 -1 ( 1 'f"S ` Day Telephone: LotU — S (8- 7 S2 E -Mail Address: l Fax Number: _e), `� ?..3�• Q■AppliwionsW'onns- Applicatwro On Email 2t04 - Permit Application doc Revised: 4 -2006 as State Page 1 of6 BUILDING PERMIT INFORMATION — 206 431 - 3670 Valuation of Project (contractor's bid price): $ ()() D Scope of Work (please provide detailed information): LPL i Will there be new rack storage? ..Yes ❑...No (If yes, a separate permit and plan submittal will be required) Provide All Building Areas in Square Footage Below PLANNING DIVISION: "Forrytt- U5»' ZS C-, c Existing Building Valuation: $ Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑....Yes Compact: Handicap: If "yes ", explain: Alsk E PROTECTION /HAZARDOUS MATERIALS: ..Sprinklers 0 ..Automatic Fire Alarm ❑..None ❑..Other(specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ..No If "yes", attach list of materials and storage locations on a separate 8 -I/2 x I I paper indicating quantities and Material Safety Data Sheets. SEPTIC SYSTEM: ❑ On - site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q'.1AppIiaionJPoma- Applications On UneU -tau, - Perish Application doe Revisal. 4 -2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l' Floor e0 T( lJ '1I 1 1 r�J l` I/( " l 2 " Floor 3 Floor Floors thru Basement Accessory Structures Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION — 206 431 - 3670 Valuation of Project (contractor's bid price): $ ()() D Scope of Work (please provide detailed information): LPL i Will there be new rack storage? ..Yes ❑...No (If yes, a separate permit and plan submittal will be required) Provide All Building Areas in Square Footage Below PLANNING DIVISION: "Forrytt- U5»' ZS C-, c Existing Building Valuation: $ Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑....Yes Compact: Handicap: If "yes ", explain: Alsk E PROTECTION /HAZARDOUS MATERIALS: ..Sprinklers 0 ..Automatic Fire Alarm ❑..None ❑..Other(specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ..No If "yes", attach list of materials and storage locations on a separate 8 -I/2 x I I paper indicating quantities and Material Safety Data Sheets. SEPTIC SYSTEM: ❑ On - site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q'.1AppIiaionJPoma- Applications On UneU -tau, - Perish Application doe Revisal. 4 -2006 bh Page 2 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Fumace<I00K BTU Air Handling it >I0,000 � ( j / Fire Damper 0 -3 HP/100,000 BTU CFM Fumace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct • Thermostat 15 -30 HP /I,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System I Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator - Comm/Ind Other Mechanical Equipment MECHANICAL PERMIT INFORMATION - 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION 0-Yr TO tal Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Expiration Date: Contractor Registration Number: Valuation of Project (contractor's bid price): $ 'FP l Mc-9 Scope of Work (please provide detailed information): TEMP CSC_ P — uk) 'F-1 .c.- 1 'es Con -t&-U5 Use: Residential: New .... Replacement ew....❑ Replacement_... fuel Type: Electric..... Gas....❑ Other: Indicate type of mechanical work being installed and the quantity below: Q Applicalions \Fonnn.Applicalioen On LineU -2000 - Permit APPhcauonAnc Revised: 4 -2006 bh Page 4 of 6 PERMIT APPLICATION 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. 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 �A 'THORIZED AGENT: Signature: j"7`/ %��- Print Name: -- .tC Y'K c& . 01/41C o n b4 X Dtly Telephone: Mailing Address: 01 9.' \ Vv '0 S Date: 5:9 S 3o .Pl "IY e L# locAs I Date Application Accepted: Date Application Expires: Staff Initi g -t6-or 2 a I Q:tApplicalions\Fomi- Applialions On LineU -8X16 • Pennii Applicaimn dos Revised 44101 bh Q5& 9vo stale w Pt Zip /0001 Page 6 of 6 Receipt No.: R06 -01723 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 Parcel No.: 2623049023 Permit Number: D06 -320 Address: 957 SOUTRCENTER MALL TURIN Status: ISSUED Suite No: Applied Date: 08/16/2006 Applicant: FOOTLOCKER Issue Date: 09/15/2006 Initials: JEM Payment Date: 10/27/2006 09:20 AM User ID: 1165 Balance: $0.00 Payee: JASON MIDKIFF (MARKET CONTRACTORS) TRANSACTION LIST: Type Method Description Amount ACCOUNT ITEM LIST: Description doc: Receipt - 06 Payment Cash 58.00 PLAN CHECK - NONRES Account Code Current Pmts 000/345.830 58.00 CITY OF TUKWILA RECEIPT AE . 10/27/06 16 09:24 0097 1182 RECEIPT Total: $58.00 Payment Amount: 558.00 1182 10/27 9716 TOTAL 53'4p d: 10 -27 -2666 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payee: MARKET CONTRACTORS LTD City of Tukwila TRANSACTION LIST: Type Method Description Amount ACCOUNT ITEM LIST: Description Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE RECEIPT Parcel No.: 2623049023 Permit Number: D06 -320 Address 957 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 08/16/2006 Applicant: FOOTLOCKER Issue Date: Receipt No.: R06 -01445 Payment Amount: 1,062.88 Initials: LAW Payment Date: 09/15/2006 02:41 PM User ID: 1632 Balance: $0.00 Payment Check 67995 1,062.88 Account Code 000/322.100 1,058.38 000/386.904 4.50 Total: 1,062.88 9726 09/15 9716 TOTAL 1284.54 doc: Receipt Printed: 09 -15 -20 Payee: RETAIL PERMIT SERVICES INC ACCOUNT ITEM LIST: Description Current Pmts City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 TRANSACTION LIST: Type Method Description Amount PLAN CHECK - NONRES RECEIPT Parcel No.: 2623049023 Permit Number: D06 -320 Address: 957 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 08/16/2006 Applicant: FOOTLOCKER Issue Date: Receipt No.: R06 -01278 Payment Amount: 687.95 Initials: BLH Payment Date: 08/16/2006 03:12 PM User ID: ADMIN Balance: 51,062.88 Payment Check 7849 687.95 Account Code 000/345.830 687.95 Total: 687.95 8696 06/16 9716 TOTAL 735.87 doc: Receipt Printed: 08 -16 _2 Project: copTG e)e/e Type of Inspection: ,�✓,9 / Address: Q 5 7 Sex /hr,Av /ir 1 Date Called: i Special Instructions: Q ?r 7 i ,�JS5 t Date Wanted: air" /2 -/2 -o6 p.m. Requester: (7 5 n/ Phone No: L X03 -.3 �g yG ° / INSPECTION NO. ... . .■ INSPECTION RECORD Retain a copy with permit 00 G- 320 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter 8lvd., #100, Tukwila, WA 98188 (206)431 -367 COMMENTS: Km ;-7 (�� // k t) nspec 55 p r: Date: .00 REIHSPECTIO EE REQUIgtD. Prior to inspection, fee must be d at 6300 Southcenter Blvd., S to 100. Call to sechedule reinspection. Re ipt No.: Date: Approved per applicable codes. 0 Corrections required prior to approval. Project: Type of Inspection: py� / Addres : _ Date Cal ed: Date Wanted: / 2-r0 -K p.m. a Special Instructions: Requester: Phone No 3- 3S0- ' ` g INSPECTION RECORD Retain a copy with permit /GCifo 32o IN 10 NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 '(206)431.36 PE N I' 4 COMMENTS: r riteits ' Ha ; lidfr r' e IA,.t i. biol.; le — (417 41 ent,s7 Approved per applicable codes. El Corrections required prior to approval. I lnspe�to Q r ate: j? " 4 li ri $58. REINSPECTION FEE REQUIRED. EQU�� Prior to inspection, fee - m paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: Date: COMMENTS: NA 77ev-i, p fit— a r'''t ac, r (i tali i.(�(( AA,04,1 / L/sy 1€ ? '/2- /�A Address: 9s2 ScA La 1141.! , r -- S Hi4 he .242r� .4.� A, l i ,-,.I sZr c ./,.S / elf , 1-i ct 111 -t e 4h s tisrti r it o e6;" Requester: Phone No: S43 ; 3s13-- 9413c/ A Pld I (1 .c .s.,• // shin, 2 s fAt t--, r in 'A a,' 4 r, h/i./ f tr.; A cry q /j; ,, b tvat a.2)4 h Y 5,/s,A // / (.0 2 $H'7,''1 / // • 4i4 # 7 -. 4. s. cte k v, lz r i i Project: // Type of Inspection: t V / ''9 /7., -- X711 /!J/I./ It Address: 9s2 ScA ate Called: C� Special Instructions: ' St . ? - Date Wante W Requester: Phone No: S43 ; 3s13-- 9413c/ ID INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. nspector: !x INSPECTION RECORD Retain a copy with permit (206)431 ❑ Corrections required prior to approval. ' Date / z. - ePl £4 17 $58.00 REINSPECTIOIF REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: (Date: ^- Project Project �1(9c.� at Type of Inspection: to // ts e � Address : a Called: U (/ Special Instruct Date Wanted; //30_6 (1 ' ,,, Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 r 6) A 31 -36 0 Approved per applicable codes. A/I Corrections required prior to approval. COMMENTS: `,e 4/ few $58.00 REINSPECTION FFit= REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: // Typ of Inspection: 06/4 L /14 11/2 / M-4, - at Address: _ Date Called: Spe Instructions: Date Wanted: l� - 3 d Od a.m. Requester: Phone No: 8 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE 06)431 -36 COMMENTS: Approved per applicable codes. El Corrections required prior to approval. fl $58.00 REINSPECT FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: (Date: Project: 50 �rOl itA Type of Inspection: 4 101 cws �J r /A to m/ Addre � r �� Dace Called: Speci al Instructions: Date Wanted: /_ 4 p S Requester. Phone No: 7 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 431.3 COMMENTS: / ° ✓ 44.. //t A C �/ t `e ,9b Pt5i 44. Ai ed Corrections required prior to approval. D $58.00 kEINSPECTIOI<! FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Projeq:_.. / I /"0011 eat.. ,� Type of Inspection: 0a6 //n Z ■ �t�( V Address: 9 - : Special Date Called: I s tructionsns : Date Wanted: J/ 3 a.m. r Request r: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISI ON 6300 Southcenter Blvd., #100, Tukwila, WA 98188 " 1 COMMENTS: /Q /7) /, G /6c c. c/ -2l5 C'-n S -/ CIzJr 7 ,Y 4 4.A 4 .) At" 4 // rfri /e/ /c. A h l j i��t .�� - rA) SS. t, Approved per applicable codes. Corrections required prior to approval. $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: rUa%!eC'a 2 Type of Inspection: F a„+/ N ‘ `� Address: Q57 N •cnpP /0 9 // Date Called: Special Instructions: Date Wanted: _ o a.m. Requester: Phone No: 50 ? -358 - 4 6 39 INSPECTION RECORD Retain a copy with permit INSPECT! • NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- OM ENTS: Inspector: Approved per applicable codes. 0 Corrections required prior to approval. Date: z 2 / 4 3 ri $58.00 INSPECTION FE t REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: Project: Type of Inspect' n: Address Date d: Special Ins uctions: Date Wanted: a Requester: Phone No: INSPECTION RECORD Retain a copy with permit INS PE9 NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (26)431 - 67 0 Approved per applicable codes. COMMENTS: 10,4 n, • 2,2 r $58.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 0 Corrections required prior to approval. Project: Type of Inspection: , ` Address: 95 SdVihe'Pn Date Called: Special Instructions: Date Wanted: ` O // — Z /5.m m . wester: / /J sfl k7eV - Phone No: .so 3 - 155 - v 9 / INSPECTION RECORD Retain a copy with permit INSPECTION 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 .00 REINSPECTION FE REQUJRth. Prior to inspection, fee must be eipt No.: Date: id at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. ,t(Z` 720 PERMIT O. 1 -3 Approved per applicable codes. orrections required prior to approval. COMMENTS: / /J sfl k7eV - 4 0 y 1 P avg p 7 , /; t'•et /S ` ? °7- .0 ft--- -44-4 " e / $/ r e —, i Lv� / 5 ✓ /f7� / 2- Spector: .444A.c-, CIA �!/� Date: J // /L / o INSPECTION RECORD Retain a copy with permit INSPECTION 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 .00 REINSPECTION FE REQUJRth. Prior to inspection, fee must be eipt No.: Date: id at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. ,t(Z` 720 PERMIT O. 1 -3 Project: Type of Inspection: r S I Address: 957 >S %/fifF.✓frr Date Called: Special Instructions: Date Wanted: a.m. /D i) - - team Requester: Phone No: 5O3 .'5S- 4/6 6 V Approved per applicable codes. Corrections required prior to approval. COMMENTS: n` / a rte / Kc,r/ t {th /zin /1 , /Ail/ l / g f ( 'i9 40.i2 l/ wt/� I lnspe hLswS / 7 t c a JC ear Datg: I / O —/ .7 d� INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (Date: b 06-3 , 20 PERMIT NO. (206)431 -36 58.00 REINSPECTIONVEE REQUIRE 'or to inspection, fee must be paid at 6300 Southcent Blvd., S • 100. Call to sechedule reinspection. eceipt No.: Project: '- P Lae tr t , Type of Her- flovslet A -7iil� Address: Date Called: -/ S 7 SNt/Aure+t hier MA N Special Instructions: Date Wanted: a.m. I /& -3 - o P.m. Requester: Pho50: -3.ye_ YL7y �lil�ahl -t)d I hs p5' r I Dat l e: 0 00 REINSPECTIO FEE REQUIRED. Prior to Inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Re eipt No.: 'Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. COMMENTS: Corrections required prior to approval. Project: Type of Inspection: Add ess: 957 s, cl ,, // Date Called: Special Instructions: Date Wanted: n /� /y may,., Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Ajor -lam Ok- l�v wall Ikt.\e- l - 4' 7(� If CO( .I'r to �ry 4 � t+ n \. t a L A CPt1'tiPV Cn It f tn.4 Inspector: 9{4 IDa te:I /gob ri $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit (206) 31 -36j70 Corrections required prior to approval. COMMENTS: / — rand L-r h, iii n1/4 -- (PX-< Address: 952 S. C. Innct Suite #: PA `,fi4L — 0k — rEgomi(® fr/4..N4- LS ,m- Permits: Oil 7v OCc u FY — 4-/f SA E=n/ r. '1 OW> OK. 4 --) Ppm /�N6 i3 &JV Dt-i'7 AP�'WO /A� — dlr.. cif . 7/YfJ' - // dl r. Project: fi -_ o c , t ,t ,z Type of Inspection: IT °K/ Address: 952 S. C. Innct Suite #: Contact Person: . o / /Vibe, / Special Instructions: Phone No.: 51)3 3-6- - yo 6Y Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS Corrections required prior to approval. Inspector: Q Date: /2/ / /06 Hrs.: C /jA $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be aid at 444 Andover Park East. Call to schedule reinspection. Receipt No.: Word /Inspection Record Form.Doc 12/2/05 Date: T.F.D. Form F.P. 85 Project: f ofLvr✓v.E Z Type of Inspectio : �� /mac_ 15 e C.NAL Address: 959 5 . C. /flaw Suite #: Contact Person: ..�Aina Special Instructions: Phone No.: S3 - .ass — Va/ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 5 INSPECTION NUMBER 'Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form.Doc 1/13/06 '/ - 32o /31x6 - / -7$ oC - F �y PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 [1 Corrections required prior to approval. COMMENTS: p k L Inspector: Date: if /3o/c Hrs.: OR I $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: 1 Sprinklers: Type of Inspection: Eer2 5 Hood & Duct: Address: Suite #: (757 S.0 / Contact Person: 3=tso rJ Occupancy Type: \ RR, La Q // t �,0L /ie/C T�R� • Phone No.: 50 3 - 3S7, / v2.je_ Mote A y� N2- a-e)-ei ;.J S� Pe . i2e,6-4 L 1 - A / ak,4-y Project: f2,ot"J ('L_ Sprinklers: Type of Inspection: Eer2 5 Hood & Duct: Address: Suite #: (757 S.0 / Contact Person: 3=tso rJ Occupancy Type: . -- Special Instructions: Phone No.: 50 3 - 3S7, - 1 0'W Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes Word /Inspection Record Form.Doc 1/13/06 INSPECTION RECORD Retain a copy with permit Doti 32C? PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 I S:orrections required prior to approval. Inspector: Date: /044, Hrs.: / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: 1 roof )--o 't& Type of Inspection: cfiiido Cewe Address: Suite #:" S •C . V49I L Contact Person: `sytsGti Special Instructions: Occupancy Type: Phone No.: a0 3 - 3s' - Ltd 21 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 3 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 I INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 134,6 - 3 (Yo- s - /gy PERMIT NUMBERS n Corrections required prior to approval. COMMENTS: 04,1,1 rip r ye Date: VD -1/4 Hrs.: ) Inspector: C" S , LI $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 COMMENTS: Type of Inspection: S Pr1tokl -era Ca;eR. Address: _ Suite #: 4 5 7 1. SPR A))`i -e IL - (,- S-c at.. M Us Ie h ,--nr o 5FAl•c,a - /fir TeS4 - Permits: Special Instructions: a. EX - ke0h ci=r.oklci rove te -ceoo e$ sjo t. To roc“.,' b , ,(.e i,-' St/ , ' 4 PacC . 3 • 11// AA yes n14A5 - he. eg w, 4-I, /P5tea s)i'u9 Sfa (7 AR NFPa / Sec. R.3.7 Project: Fors-* Locke )2 Type of Inspection: S Pr1tokl -era Ca;eR. Address: _ Suite #: 4 5 7 S.C. m Contact Person: Sr<tSoxl Permits: Special Instructions: Phone No.: - tfbgy 9o3- 35 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 0 INSPECTION NUMBER n Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form.Doc 1/13/06 bob - 3a o PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Corrections required prior to approval. PI n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Inspector: an 5-14 Date: /i) /o Hrs.: /, COMMENTS: Sprinklers: — Fire Alarm: Type of Inspection: &1(g5s 1:Rk+ vii Address' Suite #: Cj t rv l iA L L C Person: J Sf-soA) ri id K % C. I . /- as ?)A;o plot e4r, /Jc11#. - to Mpefi I - +I Q re7t.,(t.ewtto ../k a-4 -tn. �j'FC. Sect avti /00,6 McA,us 0 c' c cS 1 LL Li w3 R • ` SAT - Q s R/.e 4 R • C.) oCk 2v0✓r C- el- A" (or( AVS I 4r C ANai -e. a-^F C I uo tit A) al s r C /uo/L Project: ( roots -ocke Sprinklers: — Fire Alarm: Type of Inspection: &1(g5s 1:Rk+ vii Address' Suite #: Cj t rv l iA L L C Person: J Sf-soA) ri id K % C. Special Instructions: Phone No.: S63 3sa - Lib Fc LI Needs Shift Inspection: Sprinklers: — Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: I CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Inspector: rn cit./ Date: A// b/0,6 Hrs.: I N \� INSPECTION NUMBER n Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form.Doc 1/13/06 Doh - 3a d PERMIT NUMBERS E t i Corrections required prior to approval. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: Sprinklers: Type of Inspection: ` o Address: S 7 Suite #: r ;>.0 • tniALC_ C , ) /4 u5V /V"A1.NkAc$) 4b 74A -C / 5(.31 ce Special Instructions: 10 /14 cue. Able- 54 4-or tie ARCA 2 v�( y 4!4; Phone No.: co 3 - 3s8- /68y - C,9% /' u S\ Iron pC VC1CLc N1 r A _1 � ,J eft) // Coo-evil/1 Ail \ nn� tt \ d/cSSiNr (Uow� , ( r4 . - f 2 J; 1 1 Project: t e-- v e Sprinklers: Type of Inspection: ` o Address: S 7 Suite #: r ;>.0 • tniALC_ Contact Person: JAS0/1-/ Special Instructions: Phone No.: co 3 - 3s8- /68y Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS Wa. 98188 206 - 575 -4407 n Approved per applicable codes n Corrections required prior to approval. Inspector: py) c / y Date: /t/ Z f6 b Hrs.: , kf'A Ti $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 ABKJI ANDERSEN • SJORNSIAD• BANE • JACOBS Consulting Civil and Structural Engineers 800 fifth Avenue, Su PROJECT 5 AJ81ECi Of Tukwj a irDINg 49 STO tic 2 SEC q A A 3 / 9 y— LEvEL(sv6 6Rour (HIP AWAY (E) gloc - ropptNG 0 i^JSTRLL (Mist fc Fad_ WITH GRovr hF1ER IJuSI/+LLp91uw bin 1f T 5K8 OCT 2 92006 y V r 98104 A — £st N OTE; 6 r AR0V SASe i. 1 5 FOR L ELI (T A CowcFAL✓iCN Pufwco e5 OML OK - To $EAS oN rel. of (E) CoNL - toPP /NG oR. (E) CCWC 5$As lc. No Tapp/,1/4,6 r ' A'J OTHER M EAN Of OF LDP4CCALfEN7 ARE P ovs.os ( GiRk N, FILE COPY Fax 2bf009.266 I www.abkj.com Joe Q5 Se 00 - *TE i/ 1 Tel:206340,225S BY Gi &SON T E VISION 77 NO, 0 SHEET# 5eq Io /Z'/ /ob r /1SS Cot_ PEP, P tfpI • h Xll xy w/ <z) 54" o/A gxpAIcwoas A EM (3FD N" M J Jl - (E) Ca. c sTR vcTURA L fLAB 77P 1453 Cot-- (3/45 4. PLATE (E)2 CcwC 'ToPPIN (T CRY RECEIVED OCT 2 4 2006 PEiMITCENTER PO(o 320 ABKJI ANDERSEN .aARNStA.KANE..ACOBS Consulting Civil and Structural Engineers STRUCTURAL ENGINEERING CALCULATIONS 800 Fifth Avenue, Suite 2500 Seattle,Washington 98104 I Tel: 206.340.2255 ( Fax: 206.340.2266 I www.abkj.cam P'- Fitz c Permit No. Southcenter pig Footlocker Storefront Exp`.,asion 'WARES 10/30/l I Submitted to: Global Arch Attn: Mr. Joseph Pilewski 156 Fifth Avenue, Penthouse 1 New York, NY, 10010 212 - 924 -5050 ABKJ Project Number (06158.00) October 17, 2006 RECEIVED CITY OFTIJKWILP OCT 2 4 2006 PERM(rCENTER UN I't D ABKJ ANDERSEN • RW RNnAD • KANE • JACOBS Consulting Civil and Structural Engineers STRUCTURAL ENGINEERING CALCULATIONS 800 Fifth Avenue, Suite 2500 Seattle,Washington 98104 I Tel: 206.340.2255 I Fax: 206.340.2266 I www.abk(.com INDEX TO COMPUTATIONS GRAVITY FRAMING: PAGES: LOADING G1 CONNECTIONS G2 BEAMS G3 -G7 SKETCHES FOUNDATION PLAN SKO CEILING FRAMING PLAN SK1 DETAILS SK2 -SK8 ABKJI ANDERSEN • BJORNSTAD • RANE • JACOBS Consulting Civil and Structural Engineers 800 Fifth Avenue Suite 2500 Seatde.Washington 98104 PROJECT 5 Art kCE,ntR MR4l_ r nar{.00IC. f,PAM i JOB # 06 /58,0o DATE l•0 /1/6106 SUBJECT F-9,14 MI BY 6-1Pso,J SHEEP{ 6I/ 7 JE5 1 6 5T FRF} TU S)PPOPT STO REFRon'r ExPAN5, t /'N70 (E) /HALL C0 covttS ' N Key 1PLAA1 CHEcy. (E) W/oxtct BM P r /� We j W s yOPSFx 6 = Z/V j { (t) Lo/low& I L 4 J J, J. 1 £ A t R x A6 3 1 x VO pSF* 1ooc = Z 17v 'Rvaoa ‘ LoPJ7 ,e = Zy Mss &l Pxv� y b-F2` t. / Y f2eL.LsA,4 M - z9,8 GA /u K M A X M = 29,exiz S R Eca v 16 ,666) LOADI 1.1 6- 57 FKAMWG ^ 6 PSF W000 FaAM irJG — 5 Ps M/E - 5 PSP ANISE_ - Q psf 1* = Zo Prp LL - Meat cflwlvc' = .2- P5F YOiAL LoAaI,v6 w rant, = y0 PSF 16,6 3 3 b � m 3 - OK w1orZ5 Tel: 206.340.2255 I Fax: 206.340.2266 I www.abkj.com Part Number Dimensions 'X' ' W ' 'V' T - "R" 'S' Lbs In mm In mm M mm In mm In mm In mm PLF3037 $ 25 0 -We 5.6 10 7 VA -. ' 38 35 Rigms PLF3050 : ., ; %H 35 0 -1%. 13 9 1'35. -: 49 : i5 P113062 14 46 0 -2lie s a $ 16 x 13 2 "fit . 60 .18ie PLF3075 c `23. 55 0 -1% 19 16 .3 - - 76 1% .... - Part Number Rod Size WeIght/C Max. Movable Loa "T Lbs kg Lbs kN PLF3037 :' 53 - .. 24.0 'filt 2.0 PLF3050 "> 91 i- 4t3 2.8 PLF3062 $ -x188 : 84.4 5.6 P113075 - :334= 151.5 8.4 AE Ju ANDERSEN • B) ANE •JACOBS Consulting Civil and Structural Engineers 800 Fifth Avenue, Suite 2500 Seattle,Washington 96104 PROJECT SOVT#CE,drrE SUBJECT re-AM )46 FOtYnLJCK Eit. Tel: 206.340.2255 JOB # 06 o BY rn 616Cor) DE5/6N HISS BM To (E)W 8M isDLTED con', USE UrJ1572 rr 13M c`,A P S -- •R Ess = 16 3k90 r — Z/ 7-c Use (z) pLF 3062. CtArt Ps P� �� = Zx /z -r z yo r• > 0n 037 thru PLF3075 Threaded Rod 8 Nut Not Included .? (When used for sprinkler systems only.) Material. Malleable Iron Safety Factor. 5 Fax: 206.340.2266 I www.abki.com DATE / SHEET #C Z /'7- FLANGE CLAMP ABKJI MOElltet . UOl6Ge. WE . JACCt{ Description Depth Web Thick Width Flange Thick Area Rt DL LL ST Start Location End Location Summary r Typ HSS Bm Steel Section : HSS4X4X1 /4 Center Span 16.00 ft Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 0.00 ft N 1 0.060 0.060 Using: HSS4X4X1 /4 section, Span = 16.00ft, Fy = 46.0ksi End Fixity = Pinned - Pinned, Lu = O.00ft, LDF = t000 Actual Allowable Moment 3.840 k -ft 9.867 k -ft ib : Bending Stress 11.815 ksi 30.360 ksi fb / Fb 0.389:1 Shear fv : Shear Stress fv /Fv DL LL Maximum Only 0 Center Max. M + 3.84 k -ft 1.92 3.84 Max. M - Max. M 0 Left Max. M 0 Right Shear 0 Left 0.96 k 0.48 0.96 Shear 0 Right 0.96 k 0.48 0.96 Center Defl. -0.782 In -0.391 -0.782 Left Cant Dell 0.000 in 0.000 " 0.000 Right Cant Deft 0.000 In 0.000 0.000 ...Query Defl 0 0.000 ft 0.000 0.000 Reaction 0 Left 0.96 0.48 0.96 Reaction 0 Rt 0.96 0.48 0.96 Fa caic'd per Eq. E2 - 1, K'Ur c Cc Values for LRFD Design.... J Cw 4.000 In 0.233 in 4.000 in 0.233 in 3.37 in2 0.000 In 12.800 in4 6.56 in6 N2 0.960 k 0.515 ksi 0.028 : 1 Pinned - Pinned N3 Weight hoc Iyy Sxx Syy R -xx R - yy N 4 34.298 k Zx 4.690 in3 Zy 4.690 in3 Title : Footlocker Storefront Job # 06158.00 Dagnr: EBG Date: 3:05PM, 17 OCT 06 Description : Tenant Improvement Scope : STL Framing Rev: 580008 User. KW- 0600114, Vey 5.13.0. 1 -Dec -2003 (c)1983.2003 ENERCALC Engineering Software Steel Beam Design Page 1 sltcntS.ecv Cekulations `General Information Code Ref: AISC 9th ASD, 1997 UBC 2003 IBC, 2003 NFPA 5000 46.00 ksi 1.00 29,000.0 ksi Distributed Loads Note! Short Term Loads Am WIND Loads. 18.400 ksi Force & Stress Summary I <c- These columns are Dead + Live Load placed as noted -» LL+ST LL LL+ST 0 Center 0! Cants 01 Cants 11.45 11/ft 7.800 in4 7.800 in4 3.900 in3 3.900 in3 1.520 in 1.520 in -0.782 0.000 0.000 0.000 0.96 0$6 N5 Fy Load Duration Factor Elastic Modulus Max. Deflection Length/DL Deft Length/(DL +LL Defl) 0.000 0.000 0.000 0.000 N 6 N7 Beam OK Static Load Case Governs Stress k -ft k -ft k -ft k -ft k k 0.000 in 0.000 In 0.000 in 0.000 in k k 63/ k/ft k/ft k/ft ft ft -0.782 in 490.9 : 1 245.4: 1 Section Properties HSS4X4X1 /4 1 ABKJI ,w oftser . saoTAo. wz . a corns Rev: 580006 User KW-0600114, yer 5.8.0. 1 -W c -2003 (c)1883 -2003 ENERCALC Engineering Software Steel Beam Design Page 1 II slhcnlrst.acw:Cakulaeons Description General information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : HSS4X4X1 /4 Center Span Left Cant. Right Cant Lu : Unbraced Length Point Loads Notel Short Term Loads Are WIND Loads. II Dead Load Live Load Short Term Location Summary Depth Web Thick Width Flange Thick Area Rt Max. M + Max. M - Max.M Max. M C Right HSS Bm Supporting Rolling Grille M 1 0.500 3.000 Using: HSS4X4X1 /4 section, Span = 6.00ft, Fy = 46.0ksi End Fixity = Pinned - Pinned, Lu = 0.00ft, LDF = 1.000 Actual Allowable Moment 0.802 k -ft 9.867 k -ft fb : Bending Stress 2.466 ksi 30 360 ksi tb / Fb 0.081: 1 Shear tv : Shear Stress 1v /Fv M aximum 0.80 k -ft Reaction a Left 0.28 Reaction 0 Rt 0.28 Fa calc'd per Ep. E2 - 1, K'Ih < Cc 4.000 in 0.233 in 4.000 in 0.233 in 3.37 in2 0.000 In Values for LRFD Design.... J 12.800 in4 Cw 6.56 in6 6.00 ft 0.00 ft 0.00 ft 0.00 It M2 0.284 k 0.153 ksi 0.008 : 1 Shear 0 Left 0.28 k Shear 0 Right 0.28 k Center Defl. -0.019 in Left Cant Deft 0.000 in Right Cant Deft 0.000 in ...Query Defl 0 0.000 ft 0.000 -0.019 0.000 0.000 0.28 0.28 Pinned- Pinned Bm Wt. Added to Loads LL & ST Act Together ft 3 L Force & Stress Summary «- These columns are Dead + Live Load placed as noted -» DL LL LL+ST LL LL+ST Only 0 Center 0 Center D Cants D Cants 0.80 k -ft k -ft k -ft k -ft 0.28 k 0.28 k Weight hoc IYY Sxx Syy R -xx R -yy 0.000 0.000 0.000 0.000 M4 34.298 k Zx 4.690 ln3 Zy 4.690 in3 Title : Footlocker Storefront Job 1106158.00 Dsgnr. EBG Date: 3:05PM, 17 OCT 06 Description : Tenant Improvement Scope: STL Framing 18.400 ksi 11.45 #/ft 7.800 in4 7.800 in4 3.900 in3 3.900 in3 1.520 in 1.520 in -0.019 0.000 0.000 0.000 0.28 0.28 ft 5 Fy Load Duration Factor Elastic Modulus 0.000 0.000 0.000 Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Deft LengdV(DL +LL Defl) 0.000 M 6 46.00ksi 1.00 29,000.0 ksi k 7 k k k ft 0.000 in 0.000 In 0.000 in 0.000 in k k -0.019 in 3,857.8 : 1 3,857.8 : 1 G y/ Section Properties HSS4X4X1 /4 I ABKJI ANDERSEN .sJc eauo.cse -acorns Rev. 580001 User: KW- 0600114. Ver 5.8.0, 1 -Dec -2003 (c)1983.2003 ENERCALC Engineering Software Steel Column Base Plate n ■ Description General Information Code Ref : AISC 9th Ed ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 I Loads Axial Load X -X Axis Moment Plate Dimensions Plate Length Plate Width Plate Thickness Support Pier Size Pier Length Pier Width S Typ Base PL 1.80 k 0.00 k -ft 11.000 in 4.000 in 0.250 In 20.000 in 20.000 in Concrete Bearing Stress Bearing Stress OK Actual Bearing Stress 40.9 psi Allow per ACI318 -95, A3.1 = 0.3 • Pb • Sqrt(A2/A1) • LDF 2,394.0 psi Allow per AISC J9 2,793.0 psi Plate Bending Stress Thickness OK Actual ib 25,448.7 psi Max Allow Plate Fb 35,910.0 psi Tension Bolt Force Bolt Tension OK Actual Tension 0.000 k Allowable 5.500 k Tide : Footlocker Storefront Job M 06158.00 Dsgnr•. EBG Date: 3:05PM, 17 OCT 06 Description : Tenant Improvement Scope : STL Framing Steel Section Section Length Section Width Flange Thickness Web Thickness Allowable Stresses HSS4x4x1 /4 4.000 in 4.000 in 0 233 in 4.000 In Concrete Pc 3,000.0 psi Base Plate Fy 36.00 ksi Load Duration Factor 1.330 Anchor Bolt Data Dist. from Plate Edge 2.000 in Bolt Count per Side 1 Tension Capacity 5.500 k Bolt Area 0.442 in2 Baseplate OK Full Bearing : No Bolt Tension Gs /7 ABKJ, . AnOBafeN.smcuo. aCC6 Rev: 580006 User. KW-0800114, Var 5.8.0. 1- Dec -2003 (c)1983-2003 ENERCALC Engineering Software Steel Beam Design Page 1 sthp119reow:CBICWaYOnn Description DL LL ST Start Location End Location Dead Load Live Load Short Term Location L Summary Max.M- Max. M 0! Left Max. M C Right (E) W Bm General Information Steel Section : W10X22 Center Span Left Cant. Right Cant Lu : Unbraced Length [Distributed Loads Note! Short Term Loads Are WIND Loads. #1 0.120 0.120 Point Loads Note! Short Term Loads Are WIND Loads. #1 1.460 0.960 8.000 Shear fv : Shear Stress 1v / Fv 24.00 ft 0.00 ft 6.00 ft 0.00 ft #2 #2 4.758 k 1.949 ksi 0.135 : 1 Pinned- Pinned Bm Wt. Added to Loads LL & ST Act Together # 3 #3 #4 #4 Using: W10X22 section, Span = 24.00ft, Fy = 36.0ksi End Fixity = Pinned - Pinned, Lu = 0.00ft, LDF = 1.000 Actual Allowable Moment 29.789 k -ft 45.936 k -ft fb : Bending Stress 15.408 ksi 23.760 ksi fb /Fb 0.848:1 35.148 k Title ; Footlocker Storefront Job # 06158.00 Dsgnr: EBG Date: 3:05PM, 17 OCT 06 Description : Tenant Improvement Scope : STL Framing 14.400 ksi Code Ref: RISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 36.00 ksi 1.00 29,000.0 ksi #5 #5 Fy Load Duration Factor Elastic Modulus #6 # 6 Max. Deflection LengthlDL Deft Length/(DL +LL Defl) #7 # 7 k k k ft Beam OK Static Load Case Governs Stress LForce & Stress Summary I cc- These columns are Dead + Live Load placed as noted -» DL LL LL-.ST LL LL +ST Maximum Onlv G Center a Center @ Cants a Cants Max. M + 29.79 k -ft 16.90 , 29.79 k -ft k -ft k -ft k -ft Shear 0 Left 4.76 k 2.68 4.76 k Shear 0 Right 3.95 k 2.19 3.95 k Center Defl. -0.872 in 41491 -0.872 -0.872 0.000 0.000 in Left Cant Dell 0.000 In 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 In ...query Deft 0 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction 0 Left 4.76 2.68 4.76 4.76 k Reaction 0 Rt 3.95 2.19 3.95 3.95 k Fa calc'd per Eq. E2.1, K'L/r c Cc I Beam Passes Table 65.1, Fb per Eq. F1.1, Fb = 0.66 Fy k/ft k/ft k/ft ft ft -0.872 in 586.1 : 1 330.1 : 1 AB KJ R APIDOSFN • a100aGa • w * - JACOas Rev: 580005 User. KW- 0800114, Ver 5.8.0, 1 -D•c -2003 (c)19e3 -2003 ENERCALC Engineering Software Steel Beam Design Page 2 ethcntM.ecw.CNCurationa Description (E) W Bm [Section Properties W10X22 Depth Web Thick Width Flange Thick Area Rt Values for LRFD Design.... 10.170 In 0.240 in 5.750 in 0.360 in 6.49 1n2 1.510 In Weight ixx 1yy S1oc Syy R•xx R -yy 22.04 Im 118.000 In4 11.400 in4 23.200 in3 3.970 1n3 4.270 in 1.330 In J 0.240 1n4 Zx 26.000 ina Cw 275.00 in6 Zy 6.100 in3 K 0.660 in Title : Footlocker Storefront Job N 06158.00 Dsgnr: EBG Date: 3:05PM, 17 OCT 06 Description : Tenant Improvement Scope: STL Framing ABKJI ANDERSEN • BJORNSTAD • KANE • JACOBS Consulting Civil and Structural Engineers 800 Fifth Avenue, Suite 2500 Seattle,Washington 98104 SUBJECT PEA N (F) 1 Z Tif lacetteD CoNc. SLAB (3 PLcs) (E) 3 - 0 K 3 -0 x 3-o pp Pf LE CAP (3 PLC 5 ) - - r—HI I � I PROJECT SOUTFtCeNgc(L fain. oCK EXPA WS/ 6,n/ JOB Tel: 206.340.2255 I Fax: 206.340.2266 BY 0615A /3 .00 a C; taCch l (E) Cowc STRLccrv✓ZA 5LA3 I Z y cc,Nc_ ToPP/NG www.abkj.com to / SHEET# SKv DATE PLAN NoTE4' J. n /IRO-hi/try/7.A e_ PRF __ FOR, DImfn5 g 5 NoT NOTED G. /n/D I csyTE S /455 Vk4/.t7, COL FovwP4 - r . iod PL. Ap C=z= ABKJI ANDERSEN • BJORNSTAD • KANE • JACOBS Consulting Civil and Structural Engineers 800 Fifth Avenue, Suite 2500 Seatde,Washington 98104 5K PROJECT 5 O UyyctNreR- fb071.-otK.ER FYP. SUBJECT PL,A, / 1 Tel: 206.340.2255 I Fax:206.340.2266 JOB# 06 /58,va DATE l0 /16/06 BY Ca 6 /J SHEET# Sc? 1155 yx&4 Viy A. SEE AkCIJITE<ruRR t_ + DRAuuwS Foe Pbmi sloe v. Nor NoYEp N T FLAW r�o rES www.abkj.com 2,A INDICATES AM CLAMP ConNEciiou pEt SKZ S?oRE F'R6vvi cE/ttti, FRAM,n6 PLAN C N ABKJI ANDERSEN • BJORNSTAD • KANE • JACOBS Consulting Civil and Structural Engineers 800 Fifth Avenue, Suite 2500 $eatde,Washington 98104 I Tel: 206.340.2255 I Fax: 206.340.2266 I www.abkj.com PROIECT eVT /fCFnl Gocrrt.oc eLR toox.410., ps# 06./ 5Yt o SUBIECT DETA 11 BY 22 G ie$oN (r)Lwo- f STofSe Rawl PEP. MRCH —\ (E) W BM PER PI An (2-) UNI STgvT ?LP 39t2 &Ai CLAAMP5 W J f % PIA ALL T►tatho Roos CEAvrEa oG )455 SPA SK2 N v 'r I•ISS BA P R Pub. SEC o isc"r 51 EF2 n, NTS DATE I °/!? -/o6 SHEET# Sk. 2_ j4SS 81^ Pa PLAN +./ Cod N PER SK r 1455 Cot- PER PLAN �. w/ CAP it Pfl SK 3 A N S ABKJR ANDERSEN • BJORNSTAD • KANE • JACOBS Consulting Civil and Structural Engineers 800 Fifth Avenue, Suite 2500 Seattle, Washington 98104 PROJECT SUBJECT 50VT11cE.r Fool-Lace( #2, Per H Y S K 3 pia fo pLA ^� 1955 8M TO cot_ ® CORnrE/t Tel: 206.340.2255 I Fax: 206.340.2266 I www.abkj.com JOB # BY 3- s,ors ELEV A - A SECT 16,,' A A 06159,0 t,& 616SOrl DATE SHEET# IP . %zx 1 O /a viJ It) %4 „ 0,,4 fi5 v- Boi.rs p 55 13M TO Co L OO 1NTEJZSEc - ri Ai lvl t7/0G 5,r 3 /St y S,oE5 N .1- cot- Pee PLiFr•I /L /Z_ x (6) 34 pm. TWIN - goLr ABKJI ANDERSEN • BJORNSTAD • KANE • JACOBS Consulting Civil and Structural Engineers 800 Fifth Avenue, Suite 2500 Seatde,Washington 98104 PROJECT SUBJECT P E j Sourltc'ncc Fcntt. cv‘k 11.55 aM PER PLAN L A 5k5 Tel: 206.340.2255 I Fax: 206.340.2266 JOB# 06159,0° BY a 61BSor/ Ft /B x)o % w/ (z) j( "PA THR &- &nrs, Toe.Q Bar % 3 PLAN ,rc� y a -a S BM Co N N O CoE,vO,C DATE SHEET# 1455 (3M PER Pt A" >t %xl7>,y w/ ty) / D/A TJ►R "- 8oL. 7oP 9r 8 o1- SEC D,ow /a - H55 Sm Colvw & /n'TERSEcrIorJ www.abkj.com lc/ ja /o6 5/c55,< ABKJU ANDERSEN • BJORNSTAD • KANE• JACOBS Consulting Civil and Structural Engineers 800 Fifth Avenue, Suite 2500 Seattle,Washington 98104 PROJECT SUBJECT So / nCtz Fc0ri .>rr>ig Der 2-SIRES Li 145s CUL ptg PLAN C L Cot_ 1 Tel: 206.340.2255 I Fax: 206.340.2266 I www.abkj.com JOB# C1615$,00 DATE /0117i DA BY LB 6leso N SHEET# SI` 7- 1 jilt d1' 4 1' kl SEc A -R I y Z C A A P F� ./ z h•/ lz ) r ,t g Dii+ T / +RV -14 CEN TER of F}SS Q TyP P55 Si OVEK cot_ NESS ,BM peg fi n/ ABKJI ANDERSEN • BJORNSTAD • KANE • JACOBS Consulting Civil and Structural Engineers 800 Fifth Avenue, Suite 2500 Seattle,Washington 98104 PROJECT SUBJECT A Sot' 77K f,vCEg Fo € i tocIC�i2 I /Z 11 U 11 Z I %z tif 4l SEGAA 3� f /- LfvtLIt/G 6Rour ,ChIP AWAY (E) (lw TopPJN 'ro INSTAL (SRSE F /LL wITH GRovr AFTER INStpLtpTlw' l�- 0' w A Tel: 206.340.222555 I Fax: 206.340.2266 /' I www.abkj.com Q5/543, JOB# p /S�E3,bo DATE fell h /Ob BY gE G / 455 SHEET# 5r 1155 cot_ PER P ( AA) MAY 11)1' w/ (Z) D /A JEX P A rC HokS A EMe p N "MtA) TyP si Cot- 8,15 PLATE (E) con/c STRUCTVRAZ_ 51-A e (E)Zlz Comc 70PPu'J &- ACTIVITY NUMBER: D06 -320 DATE: 10 -24 -06 PROJECT NAME: FOOTLOCKER SITE ADDRESS: 957 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPARTMENTS: rn z frO& B I g r sio Public Works DETERMINATIQN OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route d Structural Review Required REVIEWER'S INITIALS: APPROVALS R CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Document ✓rowing slip.doc 2 -28-02 PERiu U COO t) COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete DUE DATE: 10-26-06 Not Applicable ❑ No further Review Required DATE: DUE DATE: 11 -23 -06 Approved with Conditions ❑ Not Approved (attach comments) n DATE: Planning Division Permit Coordinator Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ,PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -320 DATE: 08 -16 -06 PROJECT NAME: FOOTLOCKER SITE ADDRESS: 957 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter #, Response to Correction Letter # Revision # before Permit Issued DEPARTMENTS: 1N , tr Bui .'� g ivision Public °rt b high DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 1 Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROydTING: Please Route , Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Documents/routing .Ilp.doc 2-28-02 �1( ALfc D$(2 Fire Prevention Structural D MIL g ° PI nning Ivlslon ❑ Permit Coordinator ❑ DUE DATE: 08 -17 -06 Not Applicable DUE DATE: 0944 -06 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: Revision No. Date I Received Staff I Initials Date Staff I Issued j Initials Staff I Initials I I Summary of Revision: Summary of Revision: Received By: Revision No. Date I Received Staff I Initials Date I Issued Staff I Initials I ._.. I I I Summary of Revision: - Summary of Revision: Received By: Revision { Date No.. I Received I Staff .I Initials Date I Issued Staff Initials 7 i I I Summary of Revision: - `1 rL I 10 4''a/ 0 Received By: Revision No. Date I Received Initials Staff i Date I Issued . . ' • Staff Initials I 60 'Gw `1 rL I 10 4''a/ 0 Summary of Revision: At (wit L r,6. • isl ► s. ■s .a , . est. &- Received By:,...) ok) MbK/ PROJECT NAME: TD11,0" Site Address: 04- 'NUkU, REVISION LOG PERMIT NO:. a Origin) Issue Date: jad X. (please print) (please print) Revision No. Date Received Staff I Initials Date Issued Staff Initials Summary of Revision: Received By: i (please print) p prin please p Date: X45724 /O tp 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: /tttp: //www.cttukwilawa.us Revision submittals mast be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: b cc "3 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # OW Revision # I after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Steven M. Mullet, Mayor Steve Lancaster, Director CITY O � OCT 2 4 2006 PERMIT CENTER Project Name: r <LO �.. lc* Project Address: � �s-rpi i � � Snti -n4 -�a 4 - X41 ( i t77 {cA Contact Person: C) MI) I1/4) It ► (Q KA Fr Phone Number: ' 3 F r4(o2 y - Summary of Revision: f Ct 40/.?r J I S 10 ■ CC) rm.. 00 crri 1 A.)&_ k)€ . Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: J X C Entered in Permits Plus on 1012 tappIicationz forms- applications on linekevrsion submittal Created: 8-13-2004 Revised: License Information License MARKECW066NU Licensee Name MARKET CONTRACTORS (WA) LTD Licensee Type CONSTRUCTION CONTRACTOR UBI 601018244 Ind. Ins. Account Id 51493700 Business Type CORPORATION Address 1 10250 NE MARX ST Address 2 City PORTLAND County OUT OF STATE State OR Zip 972201152 Phone 5032550977 Status ACTIVE Specialty I GENERAL Specialty 2 UNUSED Effective Date 8/31/1994 Expiration Date 9/13/2008 Suspend Date Separation Date Parent Company Previous License LWBOOC•133KK Next License Associated License Business Owner Information Name Role Effective Date Expiration Date BOONE, MICHAEL L 01/01/1980 BROWN, PATIRCIA .1 01/01/1980 HUGHES, MICHELE W 01/01/1980 DILLON, LENNARD 01/01/1980 BODEN, JOHN T 01/01/1980 01/01/1980 WARMER, EDWARD S 01/01/1980 01/01/1980 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 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. Bond Information I Bond I Bond I https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= MARKECW066NU 09/15/2006 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x