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Home My WebLink AboutPermit D08-096 - WESTFIELD SOUTHCENTER MALL - THAI GO NOODLE ZONE - TENANT IMPROVEMENTTHAI GO NOODLE ZONE 2600 SOUThCENTER MALL FC -15 D08 -096 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 CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D08 -096 Occupant /Tenant: THAI GO NOODLE ZONE Building Address: 2600 SOUTHCENTER MALL, SUITE NO. FC -15 Parcel No.: 6364200010 Property Owner: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD CA 92013 Use: RESTAURANT Occupancy Group /Division: A2 Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 3 l'o'60() , II 2 BUILDING OFFICIAL DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 6364200010 Address: 2600 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: THAI GO NOODLE ZONE Address: 2600 SOUTHCENTER MALL FC -15 , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: 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 Contact Person: Name: ELIZABETH MONTGOMERY Address: 1405 BOYLSTON AVE , SEATTLE WA 98122 Phone: 206 - 322 -4323 Contractor: Name: WEST COAST PROPERTY MAINTAINENCE Address: 12518 NE 163 ST , WOODINVILLE WA 98072 Phone: 425 - 488 -6045 Contractor License No: WESTCPMO27PO doc: IBC -10/06 Cityif Tukwila � DEVELOPMENT PERMIT Permit Number: D08 - 096 Issue Date: 04/11/2008 Permit Expires On: 10/08/2008 Value of Construction: $150,000.00 Fees Collected: $3,054.00 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: UB Occupancy per IBC: 0004 Expiration Date: 09/28/2008 DESCRIPTION OF WORK: TENANT IMPROVEMENT: INTERIOR COUNTERS, CABINETRY EQUIPMENT, SOFFIT AND LIGHT TROUGH. * *continued on next page ** D0 &096 Printed: 04 -11 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City oTukwila 0 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 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Number: D08 - 096 Issue Date: 04/11/2008 Permit Expires On: 10/08/2008 /�II � Permit Center Authorized Signature: / .(.� �.F �i�i�'v _, Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: 4g_/!I / 20 ©g 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: IBC -10/06 D08 -096 Printed: 04 -11 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: 2600 SOUTHCENTER MALL TUKW THAI GO NOODLE ZONE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 10: ** *FIRE 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 PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: 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: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. D08 -096 ISSUED 02/19/2008 04/11/2008 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: 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. 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. 11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: A Type 1 hood shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for commercial purposes that produce grease vapors. Each required commercial kitchen exhaust hood and duct system required by section 610 of the International Fire Code to have a Type 1 hood shall be protected with an approved automatic fire - extinguishing system installed in accordance with this code. (IFC 610.2, IFC 904.2.1 and IFC 904.11) Automatic fire - extinguishing systems shall comply with UL 300 or other equivalent standards and shall be installed in accordance with the requirements of the listing. (NFPA 96, 10.2.3) 13: Type I hood systems shall be designed and installed to automatically activate the exhaust fan whenever cooking operations occur. The activation of the exhaust fan shall occur through an interlock with the cooking appliances, by D08 -096 Printed: 04 -11 -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 means of heat sensors or by means of other approved methods. (IMC 507.2.1.1) 14: All new automatic fire - extinguishing systems and all modifications to existing automatic fire - extinguishing systems shall have fire department review and approval of drawings prior to installation or modification. 15: Portable fire extinguishers shall be provided within a 30 -foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher. (IFC 904.11.5) 16: 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) 17: 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) 18: 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) 19: 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) 20: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 21: 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) 22: 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) 23: 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) 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: Gates serving the means of egress system shall comply with the requirements of the International Fire Code. Gates used as a component in a means of egress shall conform to the applicable requirements for doors. (IFC 1008.2) 26: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 27: 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) doc: Cond -10/06 D08 -096 Printed: 04 -11 -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 28: 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) 29: 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 sprinlder 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 sprinlder work shall commence without approved drawings. (City Ordinance #2050) 30: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 31: 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) 32: 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) 33: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 34: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth m Table No. 803.5 of the International Building Code. 35: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 36: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 37: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * * continued on next page ** D08 -096 Printed: 04 -11 -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 performance of work. Signature: Print Name: f i�r 1As I'\ doc: Cond -10/06 D08 -096 Date: ordinances governing or local laws regulating Printed: 04 -11 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: //www. ci. tukwila. wa. us 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 LOCATION King Co Assessor's Tax No.: t.C'l4 1 -120 001 0 Site Address: 00 5 0 L-k V M a 11 Suite Number: r C 1 5 Floor: Tenant Name: - t - hot. - 1 6' 0 Ni 0 0 4 Lk Z 0 K e Property Owners Name: Ulest�i �-�d co - Mailing Address: City CONTACT PERSON - who do we contact when your permit is ready to be issued Name: 6 - 1 1 7 _ a. 9 e+ k 1 V 1 o'l - 1 °J o time ✓t'2 Mailing Address: 1 L1 05 B o y (6 , A- I(( '/'e E -Mail Address: 1 In 'ft) ot+C k 5+14 el i0 0• C 0 WI Company Name: Mailing Address: Company Name: Mailing Address: Contact Person: E -Mail Address: C c S P ✓a p e v - h e,5 I 'a5 N C 16 3 v 1 s+ K Contact Person: E -Mail Address: Contractor Registration Number: WE 5 r C t M d .7 P 0 � N b s d s Ni ?0-1 In .r te 6I,26A)(A'1„ MAkfi90vIAe✓v b at itch s- vtd b_ 1m'1 Contact Person: E -Mail Address: Q:WpplicationsWortns- Applications On LineO -2006 - Permit Applic tioa.doc Revised: 9 -2006 bh Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. fof3-046 (For office use only) New Tenant: 0 Yes ❑..No State Zip Day Telephone: / 2- 0 6 - 3 2-2 — Y 313 5r ot ffk wA I? 1. City State Zip Fax Number: 2.D (o - 3 ) - 2 ' `T 3‘.) GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) W o o d ivy i t l,2 WA- IS b 7d City State Zip Day Telephone: .2.06. - ? 53 - ' 0-0 0 Fax Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record C44 Des' n 6+ 0 avattiect Tkan 52,, +a W A q is 1 20& 32-2 - 432,3 s um City Day Telephone: Fax Number: State Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: Zip State City Day Telephone: Fax Number: Page 1 of 6 • • BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 1 5 o 0 0 Existing Building Valuation: $ Scope of Work (please provide detailed information): 2 -f{, v n v r a vt ✓5 l C a1 t, 1 v(P 1---,44,._ to ..: p w.2 N 1 s R C--; -f- 4 I i i (,,t +Va l4 L. � )4 — s S• c i — Q 1 — 1 0 .. / ,. (.CC . 1 i .. i�, 4, ' r Will there be new rack storage? ❑ Ycs ).. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: 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 of 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: Compact: Will there be a change in use? ❑ Yes FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None 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 -1 /2 "x II "paper including quantities and Material S ety to 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: ApplicationsWorms- Applications On Line'3 -2006 - Permit Applicntion.doc Revised: 9 -2006 bh Handicap: ❑ No If `yes ", explain: ❑ Other (specify) Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor p�f 'yam 2 Floor J C a 1 1 I %L, l / [ /► IJ r ` 3rd Floor Floors thru Basement Accessory Structure* 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): $ 1 5 o 0 0 Existing Building Valuation: $ Scope of Work (please provide detailed information): 2 -f{, v n v r a vt ✓5 l C a1 t, 1 v(P 1---,44,._ to ..: p w.2 N 1 s R C--; -f- 4 I i i (,,t +Va l4 L. � )4 — s S• c i — Q 1 — 1 0 .. / ,. (.CC . 1 i .. i�, 4, ' r Will there be new rack storage? ❑ Ycs ).. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: 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 of 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: Compact: Will there be a change in use? ❑ Yes FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None 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 -1 /2 "x II "paper including quantities and Material S ety to 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: ApplicationsWorms- Applications On Line'3 -2006 - Permit Applicntion.doc Revised: 9 -2006 bh Handicap: ❑ No If `yes ", explain: ❑ Other (specify) Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION — 206 -433 -0179 Scope of Work (please provide detailed information): f �.. e S tl (j 1/14.1, SS p Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation Domestic Water ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size " WO # ❑...Deduct Water Meter Size ❑ ...Sewer Main Extension Public Private ❑ ...Water Main Extension Public Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter RefundBilling_ Name: Mailing Address: City State Zip Day Telephone: City State Zip Q:' pplications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Call before you Dig: 1- 800 -424 -5555 ❑ .. Highline ❑ ...ValVue ❑ .. Renton ❑...Sewer Availability Provided ❑ .. Work in Flood Zone ❑ .. Storm Drainage • ❑ .. Renton ❑ .. Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance Page 3 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 /lnd Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Indicate type of mechanical work being installed and the quantity below: Q:\Applicattons\Forms- Apphcanons On LmeO -20Q6 - Permit Apphcation.doc Revised: 9 -2006 bh • MECHANICAL PERMIT INFORMATION — 206 -431 -3670 St -(SS i On MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Zip State City Day Telephone: Fax Number: Contact Person: E -Mail Address: Contractor Registration Number: Expiration Datc: Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provide detailed information): Fuel Type: Electric ❑ Gas ....0 Other: Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas • PLUMBING AND GAS PIPING PERMIT INFORMATION - 206 -431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: • (Gt �l -err 5 L (N^ ') 5; U State Zip City Contact Person: Day Telephone: - E -Mail Address: _ Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'I Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: - Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:Wpplications\Fomts- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 5 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 AUTHORIZED AGENT: Signature: Date: —2 I r e/ Zd O y � � (� t�� Da Telephone: 2� Print Name: C= ( 1 7 (...--e, IL A � � g — g2 2 — � � � Mailing Address: 5 (, n y ( S frt. JkU -r k , l .v / l Fll a-a City State Zip Date Application Accepted: 024 n att Q:Upplications\Fonro- Applications On Lin63-2006 - Permit Application.doc Revised: 9 - 2006 bh Date Application Expires: Di)llal01 Staff Initials: Page 6 of 6 Parcel No.: 6364200010 Permit Number: D08 -096 Address: 2600 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 02/19/2008 Applicant: THAI GO NOODLE ZONE Issue Date: Receipt No.: R08 -01155 Payment Amount: $1,994.50 Initials: LAW Payment Date: 04/11/2008 04:19 PM User ID: 1632 Balance: $0.00 Payee: SOTHI GROUP INC TRANSACTION LIST: Type Method Descriptio Amount ACCOUNT ITEM LIST: Description rInr.: Racaint -OR Payment Check 3347 1,994.50 BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 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 Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT 1,630.00 360.00 4.50 Total: $1,994.50 Printpri • f14- 11 -20f1R • 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 RECEIPT Parcel No.: 6364200010 Permit Number: D08 -096 Address: 2600 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 02/19/2008 Applicant: THAI GO NOODLE ZONE Issue Date: Receipt No.: R08 -00474 Initials: JEM Payment Date: 02/19/2008 03:53 PM User ID: 1165 Balance: $1,634.50 Payee: RACHA SC, LLC TRANSACTION LIST: Type Method Description Amount Payment Check 1017 1,059.50 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES Account Code Current Pmts 000/345.830 1,059.50 Total: $1,059.50 Payment Amount: $1,059.50 8860 02/20 9710 TOTAL 105950 doc: Receiot -06 Printed: 02 -19 -2008 Pr / e4 9 / 6D !V O64 Type o 9 Address_: 2 'O r , 9// Date Called: Special Instructions: Dat an Q QC_/ p.m. Requester: P one N - - 35..7 9/Z 0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION tL 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: A e - ,-Pilfai-07 4 1 4 - 7b/Atirf/ 6 /1 , 1fr Datg;3 Ce El 60.1 i REINSPECTION FN REOUIR . Prior to inspection, fee must be -•. at 6300 Southcenter , lvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: ti COMMENTS: TC2 bar l''f Vi,S t et,'f'x- f,// / Address: 2400 Fc 1s" N4/I oloqs.cn 117%4A` F ersvw 1 — ok to 0,1 1 ' { r /Z c s5.,h 1....•41► a.tck rvr-• f F 9 1 ,1 - I L / Il 1 o r r. rG F: ,.. ( 0500 5 moo" 44 9054 11 Date Wanted: o(,4: € lee I(.• (4.1 f7,4, — Ok 4,7 a Ji,+ ' r / . e - .rf.r. 3'.' 6i,m te- Phone No: o IC to o F e (3,0 0445 5 c Project: I li "' 60 1 vod k Type of Inspection: r' kg. 1 Address: 2400 Fc 1s" N4/I Date Called: Special Instructions: Date Wanted: (- a.m P.m. Requester: Phone No: INSPECTION RECORD 1201- Dq�v Retain a copy with permit INSP CTION NO. PERMIT NO. -• CITY OF TUKWILA BUILDING DIVISION ;' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. .0 Corrections required prior to approval. Inspector: E1 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Date: 1 -2$-' COMMENTS: TC o Fri I `I 12 s r.' Icyp, oh $/7/40K ■ 0/4..n rig- F,'.N( 6' ?:aoAll or, 7 ,16t5 Pt( D 4.s5:,An ,.,:ftt Akek MCI ar rte.,. :lA F-,' 0,p1. ab '. h .e14c1,,-(i[ F"... AS 1 ., ( " 6, �L7;...Ls fff Oh €/«F,,.. .c( 10 IJ/ ,.. 64 4 2-r. 5 - (OF •pit (e e1 a.m. Requester: Project: 1 id 6-o kooi /L Type of Inspection: rnA I ■ Address: ab00 ilZ rs OA// Date Called: Special Instructions: Date Wanted: e1 a.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION it. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 El Approved per applicable codes. El Corrections required prior to approval. Inspector).- . • )1Date: 7- .z '1- $60. ' REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: • BP 1w Project: 1- AI (i) 1 �D Type I' of R 1C} . Address: xO3 In 4- H Date Called: Special Instructions: Date Wanted: `7- �Z3- a.m. Requester: Phone ei N 7 11!!I?I . 1,11111111,, J ?t 11 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit . basi--cg6 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Q 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 E $60.0 RiINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid a 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector: Date 7434, 'Receipt No.: 'Date: • Project: T Types ection: Address: D g// Date Called: Special Instructions: D Date W� nted: a a.m. Requester: Phone No: x s RECORD Retain a copy with permit ,096096; ' ' INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION IP 6300 Southcenter Blvd., #i3O0, Tukwila, WA 98188 (206)431 -3670 LI Approved per applicable codes. El Corrections required prior to approval. COMMENTS: / , 5 .i- add u_.5 - peRs1eI 40,21 4l.16iteci /Sim Inspector: � $60 pai Date:// EINSPECTION FEE REQUIRED. Prior to inspection, fee must be 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No.: 'Date: Project: �j `) NL 7744/ 6d elac Type of Inspection: / F/2 9)71 //V Address: 2oQ njf9// Date Called: Special Instructions: Date W ted !(a �Q( p.m. Requester: Phone No .2 a G --7.33 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 6 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: ill et e 1 4ti•' g !9//kci*e-( Inspector: 'Date: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: • COMMENTS: f? Type 7 ----= /V19/7 7 MI / Address : a 6 /7 GM4. ►r� 6?4/A44-.4 ‘.1..e0-1 . e ere e- ^ N O/ 'qv, 1144 Special Instructions: Date Wanted: ® m. CAI/ r3r re - e.hs . r - r (3 - vf 1 1 ( /1 It' F r.....` : 61..., Project: �` Ab f? Type 7 ----= /V19/7 7 MI / Address : a 6 /7 Date Called: Special Instructions: Date Wanted: ® m. Requester: Phone No: (� ` _ ? �r �Ji 8/G 0 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. orrections required prior to approval. Inspector: Date: g El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: ject: Pro 0 Typf pe / e o „+ A4r i _ _ "97,4 // Date Called:: Special Instructions: . Date Wanted: ."-` Requester: Phone 4 z 1 INSPECTION NO. INSPECTION RECORD Retain'a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 3670 COMMENTS: pproved per applicable codes. ❑ Corrections required prior to approval. Inspector: ` �” c ,o (Date: l� fit( El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: ti Project:7;4_4 # Go , Type of Inspection: EireAlarm: Address: 24,00 Suite #: 0, - 15 Contact Person: Ytko Pre -Fire: Special Instructions: Permits: Phone No.: Lf - 6o - 'silo Needs Shift Inspection: ) Sprinklers: ' EireAlarm: Hood & Duct: y Monitor: ,WV Pre -Fire: Permits: .Occupancy Type: 2. . ^`'�'.i'.�us'�w';.'4aY17f fez,; i�'+ �?. tfk"':-- x. X' L' �'i62.'S_FSh+S+i�FYt.S�t:+vti�4r jC. 3�?I�9� ^= +�k7'^_•'a'i�n'S.'�'.nlE�� L) INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 Approved per applicable codes. COMMENTS: Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 1/13/06 kog vik- 345 PERMIT NUMBERS 206- 575 -4407 'S�p,�.,o.a►�L Veto t_ — t --- y I I Corrections required prior to approval. ector: '� 1 Date: _I - is / Hrs.: $8 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Projectj, I 1 Polk , Type of Inspection: _se rov oga Address: 0 S. C i Suite #: > — I S` "141-1-� Contaft Pe C _ on: Pre -Fire: _ Special Instructions: Phone No.: 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 g -Approved per applicable codes. • INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS Corrections required prior to approval. COMMENTS: /41 e•K. S — 073 U c`0% cal go Cc at Inspector: ._ 5 -' y Date: 7 . i Hrs.. $80.00 REINSPECTION FEE REQUIRED.. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.N .113 STRUCTURAL CALCULATIONS OF SUSPENDED CEILING OVER KITCHEN THAI GO &N FOR OODLE ZON pp F q � , y � , r7-7-77.c511 aressi, •-'• .ter ,n' "�'� �. Tr�.�, ^f•� C�4�` STRUCTURAL ENGINEER: JOHN C.L. CHOU, PE SUNRISE ENGINEERS, INC. SEATTLE, WA � a � .�, c ; s •• 0 % 9 9 0 ® Q�. e u' o ° ee° ' eo 1I .i• C Ct- VO r te• RE CITY OF) UKWILk MAR 2 7 2008 PERMIT CENTER RILE cope REVIEWED CODE CO APPROVED APR - 4 2008 City Of Tukwila B ILD N DIVISION CORRECTION LTR# 1 1 Nb o 1)4-2E N - -- re f< w r LA- 5 cs S rP c-7.21 r e_ ZS.- CA-) S aVr� lc c gods (7 c S'i.� rS r c DTS r n) R D .L S (( 4-2 . 4- °A y 1 2 `f a , 9- Sbs VVp ED‘65? tA/p .. c� . 4— tA/p G4 S Cs OF- wit -CL r o r: 4 >c' ( Dc- h 5 C-4 P14}J (s h k r - t - &c NIC LLAJJ .,c). L_ p el) ?fE ^c NNp sv it — = 4- (a- 3 le-- 1 5tr _ rc_'. 0 ? `Z-/ 2 If 4 CL_ • (2 c . SnoC:D 5 k A- 2 , (5-' (Ai 3 " . � f iJ J- = rc 2_6 7 6v Ps . r Ai 3 v,G9 1 boo ?c 2' �� ( 2 -Sk w !•2 . of., ,C, /5-- ¢j k 4 4 K._ CTS "2-4- c x 1 4._ w HERS CA / S P Lac L (nr S - Pew -- rt OA) 73 D z r )D -Y T Fl -A-Q- ��tiN '. (2) -1- l 2—S D t ?� ( f v �v S'Z mss' , -t 1 L P/ = �k�z2_ x(.33 IL4 tic_, S c�z �cv s 3 t tb kezt2, (2 . D- - rte S csA4 L =__ R9 C—• G — t S "T S?Cs t . 3 r (iv 3 , X 4-8" !/V4 / = f� tc s )S I• 3 3 �Z 3 3 1 3G=r a c� - B 12--Are-E- 'Tr2N► 5 P ES� N (-6 2 1 1 - 4s - - -7' ( �E- (77 ( KA 1� -13 ,2A -cam Q. 4-S L.-1/ (4 r Z- s wS rFT aA, R c j P U C r zN p � nr - Tr ry VOU S c' ( 2 cc,, " c ' � � w '7 Fi.A.1 6 w ( s - ,4 4 h4 -4. 2/2_W ).c• x.73 24 L 1 . 2 rtisP r ?\,1 4 ANCHOR DIAMETER (inch) ANCHOR DEPTH (inches) f = 2,000 psi l = 3,000 psi fe = 4,000 psi ( = 6,000 psi Tension Shear Tension Shear Tension Shear Tension Shear With Sp.Insp. Without Sp.Insp. With Sp.Insp. Without Sp. Insp. With Sp.Insp. Without Sp.Insp. With Sp.Insp. Without S0.Insp. '/4 1 245 120 400 300 150 400 350 175 400 430 215 400 2 525 265 400 550 280 400 590 295 400 625 315 400 3 625 315 400 625 315 400 625 315 400 625 315 400 3 /8 1 500 250 925 605 300 975 710 355 1,025 800 400 1,025 2'/2 1,125 565 1,100 1,210 605 1,100 1,290 645 1,100 1,450 725 1,100 4 1,190 595 1,100 1,235 615 1,100 1,285 640 1,100 1,450 725 1,100 1 /2 2 860 430 1,810 960 480 1,840 1,065 530 1,840 1,625 815 1,840 3'/2 1,750 875 1,840 2,000 1,000 1,840 2,250 1,125 1,840 2,625 1,315 1,840 6 1,950 975 1,840 2,165 1,080 1,840 2,375 1,190 1,840 2,625 1,315 1,840' 5 /8 2 1,425 710 2,875 1,685 845 2,875 1,950 975 2,875 2,500 1,250 2,875 4 2,180 1,125 3,125 2,670 1,335 3,125 3,090 1,545 3,125 3,925 1,965 3,125 7 3,000 1,500 3,125 3,250 1,625 3,125 3,500 1,750 3,125 3,925 1,965 3,125 3 /4 3 1,850 925 3,875 2,175 1,090 3,875 2,500 1,250 3,875 3,000 1,500 3,875 4 2,750 1,375 4,225 3,625 1,940 4,225 4,500 2,250 4,225 5,060 2,530 4,225 8 3,750 1,875 4,225 4,625 2,315 4,225 5,500 2,750 4,225 5,925 2,965 4,225 1 4 2,930 1,465 6,625 3,650 1,825 7,125 4,375 2,190 7,625 4,360 2,180 8,625 6 3,990 1,995 8,625 5,310 2,655 8,625 6,625 3,315 8,625 7,875 3,940 8,625 9 6,040 3,020 8,625 7,050 3,525 8,625 8,055 4,025 8,625 10,000 5,000 8,625 Page 3 of 5 ER -4627 TABLE 3- CARBON STEEL KWIK BOLT -II ALLOWABLE TENSION AND SHEAR VALUES (In pounds), NORMAL- WEIGHT CONCRETE For SI: 1 inch = 25.4 mm, 1 psi = 6.9 kPa, 1 lb. = 4.45 N. 'See Table 2 footnotes. 2 Allowable loads may be increased by 33 percent for short-term loading due to wind or seismic forces. 3 Only the long - threaded style KB -II anchor installed at this embedment depth is permitted to be used to resist shear due to wind or seismic forces. Long threaded style KB -II anchors have a thread length greater than three bolt diameters. STEEL CONNECTING MATERIAL GAGE THICKNESS' (in.) 20 18 16 14 12 Size No. Nominal Minimum Point Shear Tension Shear Tension Shear Tension Shear Tension Shear Tension Screw Head O.D. Type Diameter (in.) (in.) #6 0.138 0.302 SD #2 168 81 251 138 423 231 452 220 436 320 #8 0.164 0.322 SD #2,3 222 93 330 143 458 302 533 352 534 363 #10 0.190 0.384 SD #2,3 225 83 344 155 629 230 624 337 660 575 #12 1 / 4 inch 0.216 0.398 SD #3 232 123 326 141 622 294 829 379 884 497 0.250 0.480 SD #3 242 120 351 137 689 219 920 386 1,102 591 Fnr SI. 1 inch = 9c A mm 1 Ikf - A A C Al 4 . - L. en 1-m_ Page 2 of 2 TABLE 1 ALLOWABLE SCREW LOADS' ' ER -5202 ..... , . ,., - v.oa nra. 'Steel members shall conform to Section 2230, A3, of the UBC. • 20 ga, 18 ga —ASTM A 653 Grade 33 SS with a minimum yield strength of 33,000 psi. • 16 ga, 14 ga, 12 ga —ASTM A 653 Grade 50 SS with a minimum yield strength of 50,000 psi. A Allowable screw loads are based on test methods provided in AISI CF 92 -1, "Test Methods for Mechanically Fastened Cold- Formed Steel Connections." Safety factor is 2.5. 3 SD = Self -drill point. "Allowable shear values are based on two steel sheets of the same material type, thickness and minimum yield strength. 5 Steel thickness is the thickness for a single sheet. LETTERS CI NOTATING COMPASS INTERNATIONAL FIGURE 1— MARKINGS ON FASTENER HEADS FIGURE 2— LABELING ON BOXES OF FASTENERS Project Info Project Address .- 6... NO 0 c64 O . Date Z j��/ / v S For Building Dept. Use 00 $'t � < k v - 4 // _24 S�Ace Fc 1 s Le la Applic nt Name: C A ,..f_ D e - 1 , S-.)-(4 d / O Applicant Address: l y 0 S 60 y I S ` J i 1p S Applicant Phone: 2_ . ? 2-2. el 3.7 3 Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity2 Btu/h Total CFM OSA CFM or Econo? SEER or EER IPLV3 Location Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity2 Btu /h Total CFM OSA cfm or Econo? Input Btuh • r �utput�tuh Effie` t F► . IVEU Fan Equipment Schedule CITY OF OFTUKWIL Equip. ID Brand Name' Model No.' CFM SP' HP/BHP Flow Control Fbt3 L n Q ion PERMIT CFNTER i / • CITY OF TUKWILA - BUILDING DIVISION 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary MECH -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. (fides Plans FILE C Include documentation requiring compliance with commissioning requirements, Section 1416. i. � Revised July 2007 0 Compliance Option 0 Simple System Q Complex System Q Systefns Analysis M'4 (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) (7.7 and crr gt Project Info i Project Address - fl, 6( (r o N o d! 1 a 0 ►� l Date J j �� ' 0 Y Watts/ W M ok I I For Building Department Use f'-::_.,',,,'-..-,; { r�- w tom; ,, Pl Se/ ✓ i (( II rP A-- 2 sp A (ie. FcIS Le I a Applicant Name: S 0 Ci\ C D� 4 "t J Applicant Address: I Li o5 t o` S �/X A- SC /� Applicant Phone: Z 0 b _ 3 z Z •- ) Li 3 2 3 2 g • New Building • Addition ❑ Alteration • Plans ::'l�t:ded"' .' - - ---' °- w Project Description Refer to WSEC Section 1513 for controls and commissioning requirements.,_ :... , _ Compliance Option Q Prescriptive Q Lighting Power Allowance 0 Systems Analysis - - (See Qualification Checklist (over). In Prescriptive & LPA spaces clearly on plans.) - Alteration Exceptions (check appropriate box - sec. 1132.3) \ q • No changes are being made to the lighting & space use not changed. a pt � II Less than 60% of the fixtures new, installed wattage not increased, ""t------ _ a a - - ---a- Number of W Watts/ W Watts Se/ ✓ i (( II rP A-- 2 2— 3 3 7 7 7 y 2 g go , ,6 ,------- \ 1. 0 / / 6 0 \ q a pt � � ®v eu - & f IV . _.wr TIAS •-- T . .....s1 Allowed Location (floor/ room no.) Occup Description Watts per ft •' Area in ft Allowed x Area S - e v% a. ( I, a 7-5 S u 3 .?s-- w T, * I annul/earl 1Nntc CITY OF TUKWILA - BUILDING DIVISION 2006 Wasington State Nonresidential Energy Code Compliance Form LTG -INT Interior Lighting Summary 1006 Washin on State Nonresidential Energy Code Compliance Forms llowed Li Watta From Table 15 -1 (over) - documen all exceptions on form LTG- Revised July 2007 Total Proposed Watts may Notes: 1. For proposed Fixture Description, indi a fixture type, Tamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's Listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual Iuminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. RECEIVED 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. CITY OF TUKWILA FEB 19 2008 PEHIVIIT CENTER CITY OF TUKWILA - BUILDING DIVISION 2006 Wasington State Nonresidential Energy Code Compliance Form LTG -INT Interior Lighting Summary 1006 Washin on State Nonresidential Energy Code Compliance Forms llowed Li Watta From Table 15 -1 (over) - documen all exceptions on form LTG- Revised July 2007 Total Proposed Watts may Notes: 1. For proposed Fixture Description, indi a fixture type, Tamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's Listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual Iuminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. RECEIVED 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. CITY OF TUKWILA FEB 19 2008 PEHIVIIT CENTER March 12, 2008 Elizabeth Montgomery 1405 Boylston Avenue Seattle, WA 98122 RE: CORRECTION LETTER #1 Development Application Number D08 -096 Thai Go Noodle Zone — 2600 Southcenter Mall, Suite FC -15 Dear Ms. Montgomery, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Dave Larson, at 206 - 431 -3678 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete 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. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D08 -096 • Ciiy of Tukwila Department of Community Development Jack Pace, Director P:\Permit Center \Correction Letters\2008\D08 -096 Correction Ltr #1.DOC wer • Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 Building Division Review Memo • • Date: March 10, 2008 Project Name: Thai GO Noodle Zone Permit #: D08 -096 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior Plan Examiner , The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Detail 1 on sheet A3 refers to detail 11 for lay -out reference. I could not find this on the plans. The bracing detail appears to be generic and does not give specifics on how it connects to the structure above and the proposed soffit below. Please add plans and details to clarify. 2. The suspended soffit, light trough, kitchen exhaust hood and other materials would appear to add up to a mass that may move in a seismic event together or separately. It is not clear how this mass will impact the mall ceiling system. It is also not clear if all components are to be braced per detail 1 on sheet A3. Please provide a structural design from a structural engineer licensed in this state. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. February 26, 2008 Elizabeth Montgomery 1405 Boylston Avenue Seattle, WA 98122 RE: Letter of Incomplete Application # 1 Development Permit Application D08 -096 Thai Go Noodle Zone — 2600 Southcenter Mall, Suite FC -15 Dear Ms. Montgomery, • Cizy of Tukwila • Department of Community Development Jack Pace, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on February 19, 2008 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Public Works Department: Joanna Spencer at 206 431 -2440 if you have any questions concerning the following comments. 1. Complete the enclosed King County Non- Residential Sewer Use Certification form. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) 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 through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, ,1/ Brenda Holt Permit Coordinator Enclosures File: D08 -096 P:\Permit Center\Incomplete Letters\2008\D08 -096 Incomplete Ltr a# 1.DOC jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Alder Square Environmental Health Services 1404 Central Avenue South, Suite 101 Kent, WA 98032 -7433 206 - 296 -4708 Fax 206-296 -0163 TTY Relay: 711 www.kingcounty.gov /health January 16, 2008 Elizabeth Montgomery Catch Design Studio 1405 Boylston Ave Seattle, WA 98122 RE: PLANS AND SPECIFICATIONS FOR: Thai Go /Noodle Zone at 633 Southcenter Pkwy FC -15, Tukwila, WA 98188 SR1153102 P/E 6703 (Risk 3) Dear Ms. Montgomery: • Public Health Seattle & King County The plans and specifications for the above new project have been reviewed and, in accordance with the provisions of Title 5, the Code of the King County Board of Health (The Food Code) are hereby APPROVED and subject to the following conditions: • All storage and preparation for this business must occur within the space approved. Additional storage space from Westfield management may be required to accommodate the storage of food, equipment and other supplies. Your establishment has been assigned the following plan review service number (SRI 153102). Please use this SR# in all future contact with us. As required in The Food Code, upon completion of the construction and before opening for business, the food service establishment operator /owner shall: 1. Complete an application for the annual operations permit if you don't have a current permit. Include a copy of this letter when applying for the annual permit. Please call me prior to paying for your permit to verify the correct fee. Be advised that the penalty for commencing operation of a food service establishment without the required permit is 50% of the applicable permit fee. 2. Obtain a preoperational inspection approval. Contact me at 206 - 205 -1903 at least one week in advance to schedule a preoperational inspection. Be sure all other inspections (plumbing, building, etc.) are done before you call the Health Department for an inspection. Your application for a food service establishment permit from Public Health Seattle & King County may be approved during this inspection, however it is the responsibility of the food service establishment operator /owner to obtain all necessary permits and approvals from other agencies. Operating the establishment without these required permits or approvals may subject the operator /owner to legal action by the appropriate agencies. If the establishment is opened without the Health Department preoperational inspection, it may be subject to closure. Failed preoperational inspections will require a $100.00 fee for a repeat inspection. If you have any questions, please don't hesitate to contact me. Thank you for your compliance in this matter and I look forward to seeing you soon. Sincerely, Diane Agasid Bondoc, R.S. Plans Examiner Alder Square Office Enclosures Cc: Kane Bunyaketu, Thai Food International Marcia Peddicord, Westfield Tenant Coordinator RECEIVED CITY OF TUKWILA FEB 19 2008 PERMIT CENTER Foq. CP (o ACTIVITY NUMBER: D08 -096 DATE: 03 -27 -08 PROJECT NAME: THAI GO NOODLE ZONE SITE ADDRESS: 2600 SOUTHCENTER MALL, FC -15 Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Budding Division Public Works Complete Comments: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ri Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 • PERMIT COORD copy El DATE: DATE: Planning Division ❑ Permit Coordinator ❑ DUE DATE: 04-01-08 Not Applicable ❑ No further Review Required DUE DATE: 04 -29 -08 Not Approved (attach comments) r7 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -096 DATE: 03 -05 -08 PROJECT NAME: THAI GO NOODLE ZONE SITE ADDRESS: 2600 SOUTHCENTER MALL FC -15 Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS. � B2ding`t fvl"slonn `� °� P,nVorks 3 -of) DETERMINATION DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28.02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP roe Fire Prevention Structural ❑ Permit Coordinator Incomplete Structural Review Required DATE: Planning Division DUE DATE: 03 -06 -08 Not Applicable ❑ No further Review Required DATE: DUE DATE: 04 -03 -08 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments)., - Er Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: '12 '06 Departments issued corrections: Bldg [ir Fire ❑ Ping ❑ PW ❑ Staff Initials: C OPERMiT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -096 DATE: 02 -19 -08 PROJECT NAME: THAI GO NOODLE ZONE SITE ADDRESS: 2600 SOUTHCENTER MALL, FC15 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: 51 i ,6W� 2 -� Building Division Fire revention Publi W rk s Structural ❑ czf d ii -g,. 5 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -26-08 Complete n Comments: TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 Incomplete -q/ Permit Center Use Only hh pp��ii�� INCOMPLETE LETTER MAILED: '` Z (Q. D6 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: (,Y% E No further Review Required DATE: DATE: SID AA 11 ' riC anning Division LAJ Permit Coordinator Not Applicable ❑ DUE DATE: 03 -25 -08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: 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.citulcwila.wa.us REVISION SUBMITTAL i Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3/ b 1 Plan Check/Permit Number: D08 -096 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: THAI GO NOODLE ZONE Project Address: 2600 Southcenter Mall, Suite FC -15 Contact Person: Elizabeth Montgomery Summary of Revision: �v \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: 1 ‘1C- Sheet Number(s): .1 1 Al n Z R 3 A-4 "Cloud" or highlight all areas of revisior>{ inclu date of r Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 0 0 Phone Number: or D R 2'20 08 09 PEh mi L Lty ii- Q Ad? c( .5t tx A I, A- H � A- tiou- 12-ePA. S �z�_ Tie o wlifet col- o Gl r 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 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Z 1- Contact Person: Elizabeth Montgomery -- / i. (f- 1 Received at the City of Tukwila Permit Center by: Entered in Permits Plus on `S —0 9 \applications \forms- applications on line \revision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: D08 -096 ® 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: THAI GO NODDLE ZONE Project Address: 2600 Southcenter Mall, Suite FC -15 Summary of Revision: Sheet Number(s): kJ/A "Cloud" or highlight all areas of revision including dteof revisjon Phone Number: RECtiVED — YC- T. „�,vn MAR (5 2,8 or- .,..,_ December 3, 2007 Mr. Robert Benedicto Building Official City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 -2544 RE: Request for Overtime Plan Review (Tenant) Via; 615 NooL Zone , Address # Southcenter Mall, Seattle, WA 98188 26 So M- A-(1 spices 1-c IS Leuti a Dear Mr. Benedicto: To expedite the plan review process, please use this letter as my formal request to utilize the overtime plan review procedure at the City of Tukwila. I understand that the cost of this service is 1.5 times the standard hourly rate and I will be billed for a minimum of four hours. I agree to review and respond to any and all plan comments in an expeditious manner in order to keep the plan review process moving quickly. I will assume all payment for the overtime plan review. Said cost will be accumulated during the plan review process and when the plans are approved, the City of Tukwila will require that the overtime cost be paid on or before the building permit and approved plans are picked up. I request that this overtime review pr ess be initiated immediately for this set of plans only. Sincerely, Cc: Tenant file Josh Kimmel Southcenter Field Tenant Coordination • 7644 Xepresgx-f T (Tenant/Tenant Architect or Engineer/Westfield Staff) Title • • • ' Tenant Acknowledgment Letter • [Date] Tukwila Building Division/Permit Center 6300 Southcenter B1, Suite 100 Tukwila, WA 98188 Tenant improvement permit for [tenant name], Tukwila Permit No. V issued subject to the following condition: Final inspection approval of this permit and approval of occupancy (i.e. Open for Business) for the herein named tenant space will not be issued until the "shell" Building Permit No. D06 -147 has received final inspection approval from the Building Division. This condition is hereby acknowledged by: Title': Tenant Name: Rw►i y 0 f pvo SO1 is 1 Note that the letter is to be signed by the responsible officer of the tenant (ie business manager, business president, vice president, CEO etc). The contractor, contact person for • the project nor the architect will not be acceptable. Kind of Fixture Fixture Units No of ixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 _ Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 1 11 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 8 1 8 Oy Ij Sink, Clinic flushing Sink, kitchen 3 2 7 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Lrinal, flush valve, 1 GPF 5 2 Lrinal, flush valve, >1 GPF 6 2 Lrinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 Non - Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type oa 50(AttAcC4ev Mall Property Street Address 1 (") .) A__ u1/4/•A City State ZIP Owner's Name Subdivision Name Lot # Subdiv. # Block it Building Name (it applicable) 0 Owner's Phone Number (with Area Code) ) Property Contact Phone Number (with Area Code) Cwner's Mailing Address . 2 ' 7 - W Ru75 e,Q,Q. Q t LA-) N- cg 3 <� A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units = 20 Total Fixture Units 14112 Signature of Owner /Representative Print Name of Owner /Representative 1058 (Rev 11/05) • RCE OSOc • King County Department of Natural Resources and Parks For King County Use Only Account # Monthly Rate 6 Month Rate Property Tax ID # Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Demolition of pre- existing building? Yes ❑ No Type of building demolished Sewer disconnect date B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: \ Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B RCE .9 3 C 5 (7 RCE MAR 0 5 2008 PERMV11 i CENTER Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - arnually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 -684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determinatio of a revised capacity charge. fiffi White - King County Yellow - Local Sewer Ag- cy Pink - Sewer Customer • ®•r „� ,l; License WESTCPMO27P0 Licensee Name WEST COAST PROPERTY MAINT Licensee Type CONSTRUCTION CONTRACTOR UBI 600323618 Verify Workers Comp Premium Status Ind. Ins. Account Id Business Type INDIVIDUAL Address 1 12518 NE 163RD ST Address 2 City WOODINVILLE County KING State WA Zip 98072 Phone 4254886045 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 10/20/1998 Expiration Date 9/28/2008 Suspend Date Separation Date , Parent Company Previous License Next License Associated License Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date Look Up a Contractor, Electrician or Plumber License Detail �L�bor�andilndustr�es Look Up a Contractor, Electrician or Plumber Printer Friendly Version Topic Index I Contact Info Search 1 r Home Safety Claims & Insurance Workplace Rights Trades & Licensing Find a Law or Rule Get a Form or Publication', Help General /Specialty Contractor A business registered as a construction contractor with LEI 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. License Information Business Owner Information Role Effective Date Expiration Date Name CHIN, KON Bond Information OWNER 01/01/1980 Page 1 of 2 https: // fortress .wa.gov /lni/bbip/Detail. aspx ?License= WESTCPMO27PO 04/11/2008 LEVEL 1: FRAGRANCE COSMETICS WENS SHOES WANE= SHOES WENS FURNISHINGS MEN'S SPORTSWEAR JEWELRY LEVEL WOMENS APPAREL Jl1NiORSAPPARE- HOME LEvEL NORDSTROM CAFE 14= SHOES PETITE APPAREL CHLDREIROOOLERSIREANT cum H I RG CUSTOAERSERVICE NORDSTROM THREE LEVELS 171.275st hF1 177 - FCCO STORAGE IAA IAA �, l o CII6 : _._I -�I lEIL=A AV 1 EI i�l�lll ll�i LE • If% THREE LEVELS 74,670.1 APeRSACREES FRAGRANCE HUMAN RESOLES JEWELRY JUNIORS MIENS CLOTHING SHOES LEVEL BATH BETTING 1/411MATE APPAREL HEARING AIDS HOUSEWARES MOS OPTICAL PORES PERMIAN' STUDIO WOMEN'S WATOHRR LEVEL a TOOLS/ANT SPORTING GOODS SEASONAL ELECTRON= APPLIANCES LEVEL 1: INTIMATE APPAREL JIAUOR`SAPPAREL KOS WCMEN 14-24 YOUNG MENS LEVEL COSMETICS FRAGRANCE ACCESSORIES JEWE HOSIERY WENS CLOTHING WENS SHOES WCMEH9 SHOPS LEVEL 2 11RFSSLC PERMS WOLENSAPPAREL LEVEL4: BED S BATH BRIDALS GIFT REGISTRY CFIINACRYSTAL HOUSEWARES LUGGAGE MATTRESSES GFTWRAP macys FOUR LEVELS 250.40751 IN OF THEATER ABOVE TWO LEVELS 65,237sf LEVEL W TELENs PERTES JIrNai:Fa WOASNS SHOES MS SHOES LEVEL2 MEN'S FURNISHINGS MEN'S SHOES SALON PORTRAIT STUD CHLDRENSAPPAREL 84 44 2/3L-11" 2 @' THE HEALTH DEPARTMENT NOTE .31X -Q -220'-al." "NO CHANGES WILL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL" ANTICIPATED MAXIMUM 200 MEALS PER DAY EACH STORE FAST FOOD SERVICE FOOD PREPARATION AND STYLE OF SERVICE: STEAMED, STIR - FRIED, GRILLED, BOIL. NOTES: WHEN RESTAURANT IS IN PRODUCTION, IF BUSINESS VOLUME EXCEEDS COLD STORAGE CAPACITY, TENANT MUST RENT ON SITE FOOD COLD STORAGE FROM THE MALL. 10 t� l 18 SUBJECT THAI GO 8c NOODLE ZONE LEVERL 2 OF 3 SEPARATE PERMIT REQUIRED FOR: iiirMechanical EEtectrtCa t. ER Gas Piping 1. THE HEALTH DISTRICT OPERATING PERMIT APPLICATION PROCESS MUST BE COMPLETED PRIOR TO OPENING FOR BUSINESS 2. AN INDIRECT WASTE IS REQUIRED FOR THE FOOD PREPARATION SINKS, THREE- COMPARTMENT SINK, ICE MACHINE, WALK -IN REFRIGERATION, AND ANY EQUIPMENT IN WHICH FOOD IS PLACED. 3. A HORIZONTAL SEPARATION OF AT LEAST 16 INCHES OR A VERTICAL PARTITION 16" HEIGHT IS REQUIRED BETWEEN THE FOOD PREPARATION SINK AND ALL SOURCES OF CONTAMINATION. 4. A HORIZONTAL SEPARATION OF AT LEAST 16 INCHES OR A VERTICAL PARTITION 16" IN HEIGHT IS REQUIRED BETWEEN THE HAND WASH SINKS AND ALL FOOD PREPARATION AREAS AND COUNTERS. 5. WATER HEATERS MUST BE OF SUFFICIENT SIZE TO PROVIDE HOT WATER TO DISHWASHER AND /OR SCULLERY SINKS AND AT THE SAME TIME PROVIDE HOT WATER TO ALL HAND WASH SINKS. 6. HOTWATER MUST BE AVAILABLE TO ALL HAND WASH SINKS WITHIN 15 SECONDS. 7. EXTRA WALL PROTECTION IS REQUIRED ON WALLS BEHIND SINKS, INCLUDING RESTROOM AND SERVICE AREA HAND WASH SINKS, AND FOOD PREPARATION TABLES, A 16 INCHS HIGH BACKSPLASH OF PLASTIC LAMINATE, FIBERGLASS - REINFORCED PLASTIC OR EQUAL IS ACCEPTABLE. WALL PROTECTION BEHIND MOP SINKS MUST COVER THE ENTIRE SPLASH ZONE. PLASTIC COATED HARDBOARD IS NOT ACCEPTABLE. 8. THE FLOOR MUST BE SURFACED WITH A DURABLE, NONABSORBENT, EASILY CLEANABLE MATERIAL. 9. THE CEILING ABOVE THE FOOD PREPARATION AREAS MUST BE NONABSORBENT, NON- PERFORATED, SMOOTH, AND EASILY CLEANABLE. 10. ALL LIGHT FIXTURES IN FOOD PREPARATION AND STORAGE AREAS MUST BE PROVIDED WITH COVERS OR SHATTERPROOF BULBS. 11. PLUMBING MUST MEET STATE AND LOCAL CODES. 12. THE VENTILATION SYSTEM SHALL BE INSTALLED AND OPERATED TO MEET APPLICABLE BUILDING, MECHANICAL, AND FIRE CODES. A PRE - OPERATIONAL INSPECTION IS REQUIRED PRIOR TO OPENING FOR BUSINESS, AT THE TIME OF INSPECTION THE CONSTRUCTION OF THE FOOD SERVICE ESTABLISHMENT MUST BE COMPLETE AND ALL EQUIPMENT MUST BE IN PLACE. INCOMPLETE CONSTRUCTION MAY RESULT IN A REINSPECTION FEE. CONTACT THE FOOD PROGRAM OFFICE A MINIMUM OF ONE WEEK IN ADVANCE TO SCHEDULE AN APPOINTMENT. THIS WILL ENSURE COMPLIANCE WITH THE RULES AND REGULATIONS OF THE STATE BOARD OF HEALTH FOR FOOD SERVICE SANITATION. - y.LypT d) 7R,...„ , 9 R �_ 30_ 9_ 4 _32 -9:. City of Tukwila BUILDING DIVISION FOOD COME RAN ABBREVIATIONS ACT = ACOUSTICAL CEILING TILE AFT = ABOVE FINISHED FLOOR CW = COLD WATER EX = EXPLOSION PROOF FCIC = FURNISHED & INSTALLED BY CONTRACTOR FO10 = FURNISHED & INSTALLED BY OWNER FOIC = FURNISHED BY OWNER INSTALLED BY CONTRACTOR FRP = FIBERGLASS REINFORCED PANEL FS = FLOOR SINK GWB = GYPSUM WALL BOARD LEGEND 1 ELEVATION SHEET NUMBER DETAIL SHEET NUMBER SECTION SHEET NUMBER CEILING TYPE CEIUNG HEIGHT REVISIONS No changes shall be made to the scope of work w itho u t prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal glay inrlurlr+ arlrlitir►nnl plan review fees. INTERIOR ELEVATION DETAILS BUILDING SECTIONS REVISIONS CEIUNG NOTE BY Date: SITE PLAN /LTA HW = HOT WATER LRV = LIGHT REFLECTANCE VALUE NIC = NOT IN CONTRACT RCP = REFLECTED CEIUNG PLAN TBD = TO BE DETERMINED TYP = TYPICAL UNO = UNLESS NOTED OTHERNASE WP = WEATHER PROOF +46" = INDICATES HEIGHT ABOVE FINISHED FLOOR OR ABOVE FINISHED GRADE TO TOP OF DEVICE. T WALL TYPES ENLARGED PLANS /DETAILS COLUMNS OR GRID UNES TEMPERED GLASS FILE COPY Permit No. Plan review approval Is subject to errors end omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field ,. d conditions Is acknowledged: SPANDREL City of Tukwila BUILDING DIVISION CP\ FRAL \OTES: A. GENERAL NOTE: 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION BETWEEN SUBCONTRACTORS BASED ON ENTIRE SET OF DOCUMENTS. NO EXTRA COMPENSATION WILL BE GIVEN TO A BIDDER OR SUPPLIER WHO HAS BID FROM AN INCOMPLETE SET OF CONSTRUCTION DOCUMENTS. IN CASE OF INCONSISTENCIES OR DISCREPANCIES BETWEEN DRAWING THE MOST STRINGENT NOTE OR CONDITION SHALL APPLY AND THE CONTRACTOR SHALL NOTIFY OWNER /ARCHITECT OF SUCH DISCREPANCIES. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO STARTING CONSTRUCTION. 3. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A CURRENT SET OF CONSTRUCTION DRAWINGS ON SITE DURING CONSTRUCTION. THE CONTACTOR SHALL INDICATE ON THESE PLANS ALL APPROVED CHANGES TO THIS WORK. THIS SET SHALL BE TURNED OVER TO OWNER /ARCHITECT WHEN THE PROJECT IS COMPLETE. 4. IF ANY ERRORS, DISCREPANCIES OR OMISSIONS APPEAR ON THESE DRAWINGS, ❑SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY OWNER /ARCHITECT IMMEDIATELY. 5. NO MATERIAL SUBSTITUTIONS WILL BE ALLOWED UNLESS SUBMITTED IN WRITING TO OWNER /ARCHITECT FOR APPROVAL IN WRITING. NOTIFICATION MUST BE SUBMITTED WITHIN 10 WORKING DAYS OF CONTRACT. 6. THE CONTRACTOR IS REQUIRED TO PROVIDE A LIST OF ALL SUBCONTRACTORS TO BE USED AND SUBMIT LIST TO THE OWNER /ARCHITECT WITHIN 10 WORKING DAYS OF CONTRACT AWARD. 7. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING IN AND VERIFYING ALL SHIPMENTS OF OWNER SUPPLIED MATERIALS. THIS INCLUDES VERIFYING PACKAGING LISTS AGAINST ORDER FORMS ABD BILLS OF LOADING. IF THIS IS NOT DONE, THE CONTRACTOR WILL BEAR THE COST OF ANY EXPEDITED FREIGHT CHARGES TO MEET THE CONSTRUCTION SCHEDULE. THE CONTRACTOR IS RESPONSIBLE FOR FILING DAMAGE REPORTS AND MUST MAINTAIN PACKING MATERIALS FOR SHIPMENT OF DAMAGED ITEMS. 8. THE CONTRACTOR SHALL KEEP ALL HANDBOOKS AND PAPERWORK INCLUDING ALL PACKAGING SLIPS LANDING IN A MARKED ENVELOPE. THIS ENVELOPE IS TO BE TURNED OVER TO THE OWNER. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN UP OF ALL TRADES. 10. THE DRAWINGS ARE NOT TO BE SCALED. 11. THESE DRAWINGS ARE NOT TO BE ALTERED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM OWNER OR FROM OWNER'S ARCHITECT. 12. ALL CONSTRUCTION TO CONFORM TO ALL APPLICABLE CODES AND ORDINANCES. 13. ALL DIMENSIONS ARE TO EITHER THE CENTERLINE OR TO THE FACE OF STUDS, UNLESS NOTED OTHERWISE. 14. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF LIGHTING WITH ELECTRICAL DRAWINGS. 15. ELECTRICAL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL LIGHT FIXTURE SUPPORTS. GENERAL REQUIREMENTS: 1. DETAILS ARE INTENDED TO SHOW THE METHOD AND MANNER OF ACCOMPLISHING WORK. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT THE JOB DIMENSIONS AND CONDITIONS AT THE SITE BEFORE STARTING ANY WORK. 2. VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE BEFORE STARTING ANY WORK. 3. VERIFY LOCATION AND SIZE OF ALL OPENINGS WITH ALL DRAWINGS AND MANUFACTURED ITEMS WHERE APPLICABLE. 5. GLASS AND GLAZING SHALL CONFORM WITH THE CODE, AND WITH THE U.S. CONSUMER PRODUCT SAFETY COMMISSION REQUIREMENTS. GLAZED OPENINGS WITH LESS THAN 18 INCHES ABOVE ADJACENT FLOOR SHALL BE TEMPERED GLASS APPROVED FOR IMPACT HAZARD. 6. IN ALL INSTANCES PROVIDE ISOLATION OF ALUMINUM FROM ADJACENT STEEL. 7. MECHANICAL VENTILATION FOR MECHANICAL /UTILITY ROOM SHALL BE IN THE AMOUNT OF ONE (1) COMPLETE AIR CHANGE EVERY 8 TO 10 MINUTES MINIMUM. SEE MECHANICAL DRAWINGS. 8. PROVIDE ALL NECESSARY BACKING AND FRAMING FOR WALL - MOUNTED ITEMS, LIGHT FIXTURES AND ALL OTHER ITEMS REQUIRING SAME. 9. ROOF DRAINS DISCHARGING WATER MUST BE CONDUCTED UNDER SIDEWALK. 10. TENANT'S ARCHITECT IS RESPONSIBLE FOR ALL ADA CODE REQUIREMENTS. B. SECURITY REQUIREMENTS: 1. PIN -TYPE HINGES WHICH ARE ACCESSIBLE FROM OUTSIDE WHEN THE DOOR IS CLOSED SHALL HAVE NON - REMOVABLE HINGE PINS. IN ADDITION, THEY SHALL HAVE OMINIMUM 1/4" DIAMETER STEEL JAMB STUD WITH 1/4" MINIMUM PROJECTION UNLESS THE HINGES ARE SHAPED TO PREVENT REMOVAL OF THE DOOR IF THE HINGE OPINS ARE REMOVED. 2. DEAD BOLTS SHALL CONTAIN HARDENED INSERTS. 3. STRAIGHT DEADBOLTS SHALL HAVE A MINIMUM THROW OF 1" AND AN EMBEDMENT OF NOT LESS THAN 5/8 ". 4. A HOOK- SHAPED OR AN EXPANDING LUG DEADBOLT SHALL HAVE MINIMUM THROW OF 3/4" 5. CYLINDER GUARDS SHALL BE INSTALLED ON ALL CYLINDER LOCKS WHENEVER THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS OTHERWISE ACCESSIBLE TO GRIPPING TOOLS. C. ENERGY REQUIREMENTS: 1. OPENINGS IN ENERGY INSULATED WALLS SHALL BE PROPERLY WEATHER- STRIPPED OR ❑GASKETED TO LIMIT AIR INFILTRATION. 2. A CERTIFICATE OF COMPLIANCE FOR INSULATION INSTALLATION SIGNED BY THE INSULATION CONTRACTOR AND THE GENERAL CONTRACTOR SHALL BE PROMINENTLY POSTED ON THE SITE. D. FIRE REQUIREMENTS: 1. ALL REQUIRED EXITS SHALL OPEN FROM INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. EXIT DOORS SHALL SWING IN THE DIRECTION OF THE EXIT. EXITS: 1. ALL REQUIRED CORRIDORS WILL HAVE A MINIMUM WIDTH OF 66 ". 2. AN EXIT WALKWAY WITH A MINIMUM WIDTH OF 44" SHALL BE MAINTAINED CONTINUOUSLY TO A PUBLIC WAY. 3. EXIT PATHS OR WALKWAYS TO PUBLIC WAY SHALL BE CLEARLY DELINEATED. EXIT PATHS MAY BE DELINEATED BY PAINTED LINES, RAILINGS, BARRIER POSTS, WALKS, OR OTHER APPROVED MEANS. 4. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING 50 OR MORE PERSONS. SPECIAL NOTES: 1. TENANT CONTRACTOR SHALL PERFORM FIRST -CLASS WORKMANSHIP. ACCEPTANCE CONTINGENT UPON LANDLORD APPROVAL. 2. AFTER PROPERTY OWNER APPROVAL, ANY CHANGES OR MODIFICTIONS IN THE DOCUMENTS OR TENANT IMPROVEMENTS MUST BE APPROVED BY PROPERTY OWNER IN WRITING. 3. TENANT CONTRACTOR WILL REPAINT AND/ OR REPAIR LANDLORD PROPERTY (NEUTRAL PIERS, BULKHEAD, REAR CORRIDOR, ETC.) DAMAGED DURING TENANT IMPROVEMENT. 4. "HAZARDOUS SUBSTANCE" IT IS THE RESPONSIBILITY OF THE TENANT AND THE TENANT'S CONTRACTOR(S) , WHEN PREPARING FOR AND PROCEEDING WITH CONSTRUCTION IN THE PREMISES, TO COMPLY WITH ALL REQUIREMENTS OF ALL APPLICABLE LAWS CONCERNING HAZARDOUS SUBSTANCES. THE TENANT SHALL NOT PERMIT THE INSTALLATION OR USE OF ANY HAZARDOUS SUBSTANCES IN ANY COMPONENT OF THE PREMISES DURING ITS TENANCY. 5. TENANT IS LIABLE FOR COMPLIANCE WITH ALL REQUIREMENTS OF LANDLORDS FIRE PROTECTION ENGINEERS DURING ORIGINAL CONSTRUCTION AND ALL SUBSEQUENT FIELD INSPECTIONS. 6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR WITH DESIGNER TO FIELD VERFY DIMENSIONS, UTILITY LOCATIONS AND CONDITIONS BEFORE AND DURING CONSTRUCTION. 7. ALL REUSED MATERIAL AND EQUIPMENT MUST BE REFURBISHED TO "LIKE NEW" CONDITION. 8. APPROVAL IS SUBJECT TO VERIFICATION OF CONDITIONS AND COMPLIANCE WITH PROCEDURES FROM LOCAL PROPERTY OWNER PROPERTIES AUTHORITY. 9. ALL MATERIALS USED IN THE CONSTRUCTION OF THIS SPACE MUST BE ASBESTORS FREE. 10. ALL MODIFICATIONS TO THE SPRINKLER SYSTEM ARE TO BE PERFORMED BY A LANDLORD APPROVAL CONTRACTOR AT THE TENANT'S EXPENSE. 11. iT SHALL BE NOTED BY THE GENERAL CONTRACTOR AND ALL SUB - CONTRACTORS THAT THIS SET OF PLANS AND THE INFORMATION CONTAINED WITHIN THEM, IN NO WAY RELIEVES SAID PARTIES OF THEIR RESPONSIBILITY TO INVESTGATE AND COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES AND TO PERFORM ALL WORK TO THE HIGHEST OF STANDARDS SCOPE OF WORK TENANT IMPROVEMENT: THAI GO AND NOODLE ZONE IN NEW BUILDING. PROJECT STATISTICS PROJECT ADDRESS: 2600 SOUTHCENTER MALL SPACE FC15 TUKWILA, WA 98188 2006 INTERNATIONAL BUILDING CODE WASHINGTON STATE ADMENDMENTS TO IBC 2006 WASHINGTON STATE ZONING: COMMERCIAL CODES USED: TYPE OF CONSTRUCTION: FULLY SPRINKLERED TAX PARCEL NO.: PROJECT AREA: PROJECT INFORIV PROJECT ADDRESS: OWNER: LANDLORD: ARCHITECT AND INTERIOR DESIGN: STRUCTURAL ENGINEER: 599 S.F. MISCELLANEOUS: ATION THAI GO AND NOODLE ZONE 2600 SOUTHCENTER MALL TUKILA, WA THAI FOOD INTERNATIONAL 6313 6TH AVE. SOUTH SEATTLE, WA 98108 TEL: (206)768.8883 CONTACT PERSON: KANE BUNYAKETU TEL: (206)579.7725 WESTFIELD CORP. PROJECT MANAGER: JOSH KIMMEL 11601 WILSHIRE BLVD, 9T1-1 FLOOR LOS ANGELES, CA 90025 JKIMMELMESTHELD.COM TEL: (310)893.4761 CATCH DESIGN STUDIO 1405 BOYLSTON AVE. SEATTLE, WA 98122 OFFICE: 206.322.4323 SENIOR ARCHITECT: THAN SUTAN 206.334.0892 SENIOR DESIGNER: ELIZABETH MONTBOMERY: 206. JOHN CHOU 206.334.0892 INDEX OF DRAWINGS Al: COVER SHEET A2: FLOOR PLAN, FLOORING PLAN, REFLECTED CEIUNG PLAN LIGHTING PLAN, EQUIPMENT UST. A3: NOODLE ZONE ELEVATION, DETAILS, SECTION A4: THAIGO ELEVATION, DETAILS, SECTION Si: CEILING FRAMING PLAN, SECTION, DETAILS 1. BUILDING OCCUPANTS SHALL SECURE PERMITS REQUIRED BY THE FIRE DEPARTMENT FROM THE FIRE PREVENTION BUREAU PRIOR TO OCCUPYING THE BUILDING. 2. BUILDING NUMBERS SHALL BE EASILY VISIBLE LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. ADDRESS BOTH SIDES OF PROPERTY. FIRE PROTECTION EQUIPMENT: I. BUILDING DEPARTMENT NOTES: poq 01 (0 RE VIEWED FOR CODE coM Puoce APPROV PR - 4 BB City Of TukviIp BUI 384.8521 DI 1. SEPARATE PLANS FOR AUTOMATIC FIRE SPRINKLER SYSTEM, FIRE ALARM SYSTEMS, AND ANY OTHER PLANS FOR FIXED FIRE CITY OF 1 UI PROTECTION EQUIPMENT SHALL BE SUBMITTED TO THE FIRE MARSHAL FOR APPROVAL PRIOR TO INSTALLATION. MAR 2 7 10U8 SPECIAL HAZARDS: PERMIT CENTER 4. ROOF SHALL BE FIRE RETARDANT. 1. RUBBISH ROOM SHALL BE OF ONE -HOUR FIRE - RESISTIVE CONSTRUCTION AND BE EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM. 2. FIRE DEPARTMENT ACCESS TO ROOFS IN THE EVENT OF A FIRE SHALL NOT BE OBSTRUCTED BY WIRES, RAZOR RIBBON, FENCES, CABLES, AERIALS, ANTENNAS, OR SOLAR PANELS. 3. PROVIDE COLLISION BARRIERS ADEQUATE TO PROTECT CONTROL METERS, REGULATORS, AND PIPING FOR HAZARDOUS MATERIALS THAT ARE EXPOSED TO VEHICULAR DAMAGE. 4. ROOF COVERING SHALL BE FIRE RETARDANT. 1. ALL REQUIRED PERMITS MUST BE OBTAINED FROM THE CITY OF TUKWILA BEFORE THE BUILDING IS OCCUPIED. 2. PLANS FOR THE FIRE SPRINKLER SYSTEM, AND FIRE ALARM SYSTEM MUST BE SUBMITTED TO, AND APPROVED BY THE FIRE PREVENTION BUREAU BEFORE THIS EQUIPMENT IS INSTALLED. 3. ANY CONSTRUCTION DOCUMENTS AND DESIGNS THAT WILL NOT BE SUBMITTED FOR REVIEW AT THIS TIME NEED TO BE DESIGNATED AS DEFERRED SUBMITTALS AND HAVE PRIOR APPROVAL GRANTED FOR THEM TO BE SUBMITTED BY AN APPROVED DATE. THIS IS REQUIRED FOR ITEMS SUCH AS THE INSTALLATION OF THE SUSPENDED CEILING SYSTEM, AUTOMATIC SPRINKLER SYSTEM, PLUMBING, MECHANICAL, ENERGY (FOR TI). 4. ALL RETAIL SHOPS ARE TO BE OCCUPIED ON THIS PERMITTED SITE - THE CAPITAL MALL - THE PROMENADE ARE TO NON- HAZARD OCCUPANCY. QUICK RESPONSE SPRINKLER HEADS MUST BE PROVIDED IF THE SPRINKLER SYSTEM IS DESIGNED AS A LIGHT - HAZARD OCCUPANCY PER NFPA. SECTION 903.3.2, ITEM 3. ®rAwrcrI D E S I G N S T U D I O PLANNING AND INTERIOR DESIGN 1405 BOYLSTON AVE. SEATTLE, WA 98122 TEL 206.322.4323 E- MALtIFO•CATCHSTUDIO.COM !MWW.CATCHSTUDIO.COM SENIOR AR FlTECT THAN SUTAN 206.3340892 PROJECT TITLE: SHEEP TITLE: REVISIONS CHECKED: SCALE: AS NOTED RLE: SHEET' THAN SUTAN STATE OF WASHINGTON AND WESTFIELD MALL (TUKWILA, WA) COMM SHEET INTaIIOR DESIGN: CATCH DESIGN STUDIO DRAWN: NOS NARIN DATE: 3/26/08 Al CORRECTION LTR# SYMBOL SUPPLIER QUANTITY DESCRIPTIO\ MANUFACTURER MODEL NUMBER ELECTRICAL PLUMBING GAS NOTES ITEv NO. aS9 OWNER OTHERS SdVIV dH VOLTS PHASE 'NNOO 1OH MOO WASTE 'NNOO1 1118 1 ■► RESOLUTE BEN Y 37W 1 FOOD WARMER ATLAS METAL WIH -57, WIH -37 CUSTOM TOP 2.55 10.6 RECESSED DOWN LIGHT WITH GLASS SHEILD 240 CONTRAST LIGHTING T3500D /SM 40W HALOGEN Hi HOOD LIGHT 4 30 "X132 "X36 15 HOLES NEMA 5 -15P 93.25 "X32.25 NEMA 5 -15P 60.25 "X35'25 "X36" 2 ® 2 SANDWICH COOLER TRUE TPP -93 30.9 CUBIC FT. CAPACITY 9.7 120 1 DCO 3 ►■ 1 SANDWICH COOLER BEVERAGE -AIR SP60 17.1 CUBIC FT. CAPACITY 6.5 115 1 DCO 4 ® 2 RICE WARMER WELLBON (WRS- 1100S) 120 17 "X17 "X17" 5 ►. ■ 1 RICE COOKER RICEMASTER RM -55N 3 8 34,600 440,000 227,000 120,000 19 "X19 "X13 5'' 39 "X96 "X33 " +24" 32.25" X36 "X36 " +5" 15.5 "X30.25 "X36 " +11" 6 ® 1 WOK 841 GAS RANGE IMPERIAL (CUSTOM) AMERICAN RANGE AR -6 56.52 1.25 3� 7 ■■ 1 8 ►■ 1 FRYER VULCAN 1GR45 9 01.--41 1 PASTA COOKER ELECTROLUX 200372 7.7 208 3 JBOX 1/2 314" 1" 53,000 110.000 15 43/64 "X36 "X36" 36 "X41 "X33' +24" INDIRECT WASTE 31 "X30.5 "X57.5" 10 I•■ 1 WOK RANGE 35 "X39") IMPERIAL (CUSTOM) ICEOMATIC 0400 14.4 115 11 ■■ 1 ICE MAKER (31 "X30 "X 57.5 12 ■' ■' 2 HAND SINK KROWNE 28 -1419 1/2" 1/2" 1-1/2" DIRECT DRAIN 10 "X14 "X10" (11 "X17" CO) 119.25 "X32.25"X2935" INDIRECT DRAIN 16 "X20 "X12'j22.25 "X20.25" COQ, DIRECT DRAIN 16 "X20 "X6" 13 ■NI 1 UNDERCOUNTER REFRIGERATOR TUC -119 43.9 CUBIC FT. CAPACITY 12.0 115 1 14 ►■ 1 1 COMP PREP SINK ADVANCE DI -1 -2012 15 ■:■ 1 MOP SINK ADVANCE 9 -0P -20 2 - 16 ■■ 1 HAND SINK ADVANCE DI -1 -25 DIRECT DRAIN 9 "X9 "X5" 11.25 "X13.25" CO) 17 01-4 1 3 COMPARTMENT SINK 20 X16 X12 ADVANCE DI -3 -1612 INDIRECT DRAIN 55.25'X24.25 CO 18 ■■ 1 UNDER COUNTER REFRIGERATOR TUC -67 20.6 CUBIC FT. CAPACITY 5.1 1/5 115 1 67.25 "X32 .25 "X29.7 _ 18.25" BELOW X 23" ABOVE 18.25" X 23" 19 ® 2 POS RADIENT SYSTEMS P1220 2.4 115 1 20 ■■ 1 SODA MACHINE LANCER 2300 SABRE TOWER 21 •■ 2 ICE BIN DRINK DISPLAY ATLAS METAL, CUSTOM 22 ►■ 1 PREP AREA CUSTOM 23 ■■ 1 WATER HEATER (ELECTRIC) PATRIOT PCE 50 2OLSA 50 GALLON CAPACITY 4.5 208 24 ® 1 FOOD WARMER ATLAS METAL WIH -57, CUSTOM TOP 4.2t 17.7 240 25 R■ 3 PAPER TOWEL DISPENSER BOBRICK B -2621 26 ® 3 SOAP DISPENSER BOBRICK B -2111 27 ■► SPARE NUMBER 28 up- -1 SPARE NUMBER 29 ® SPARE NUMBER 30 ►■ SPARE NUMBER 31 ® SPARE NUMBER 32 ® SPARE NUMBER 33 ■■ SPARE NUMBER 34 ►■ SPARE NUMBER 35 ® SPARE NUMBER SYMBOL SYM NO. NO. FIXTURE QTY. QTY. MANUFACTURE MODEL NO. WATTS LAMP K] TF1 RECESSED TRACK FIXTURE 3 40W 1 T1 T1 RECESSED TRACK LIGHT (6') 1 CAL LIGHTING 2400W HALOGEN P1 PENDANT LIGHT 2 RESOLUTE BEN Y 37W HALOGEN 0 0 R1 RECESSED DOWN LIGHT WITH GLASS SHEILD 8 CONTRAST LIGHTING T3500D /SM 40W HALOGEN Hi HOOD LIGHT 4 75W DROP IN RICE C CLASS I YAM 6" MIN. TYP DROP IN RICE WARMER PLATE STORAGE BELOW FOOD WARMER 18" SNEEZE GUARD COUNTER HEIGHT 34" FOOD WARMER COIMER HEIGHT 34" AFF. DROP IN COLD PAN DROP IN RICE WARMER RECESSED SERVICE ITEMS 0 UNDER COUNTER WATER HEATER UNDER COUNTER REFRIGERATOR COVERED FOOD DISPLAY THAI GO 6" LOW PARTITION 5' A.F.F =HI ER HE CHT 34' W. 6" LOW PARTITION 5' A.F.F T.Q. PARTITION © 3'8" 16" SNEEZE GUARD (TOTAL HEIGHT 5' A.F.F) COUNTER HEIGHT 36" T.O. PARTITION @ 3'8" 16" SNEEZE GUARD (TOTAL HEIGHT 5' A.F.F) COUNTER HEIGHT 36" 34' AFF. 6" LOW PARTITION 5' A.F.F RECESSED SERVICE ITEMS COatlER If DHT 34' AFT. CAtNTER HEIGHT 34' AFT. ECESSED CUP ACCFS.S COUNTER HEIGHT 382514.F.F. All CERAMIC TILE OVER WATERPROOFING MEMBRANE MANUFACTURERS 2 PART FORMULA LIQUID LATEX RUBBER AND POWDER TROWEL APPLICATION WITH GLASS FIBER REINFORCEMENT EXTENDS UP WALLS 12" COUNTER MIGHT 39.25'AF.F. NOODLE ZONE MINTER HEIGHT 34' AFF. THAI GO, NOODLE ZONE FLOORING PLAN SCALE 1/4 = 1' -0" PLANTER DIGITAL MENU PASS-THROUGH COUNTER DROP IN COLD PAN PLANTER T.O. PARTITION @ 4'10" 10" SNEEZE GUARD (TOTAL HEIGHT 5' ABOVE MAIN FLOOR, 4' ABOVE RAISED FLOOR) COUNTER HEIGHT 30" RAISED FLOOR 12" PLATFORM DINING AREA BY MALL THAI GO, NOODLE ZONE FLOOR PLAN SCALE 1/4 = 1' -0" y �ll�»,■■, �f30yE % .._ rruEroHnc FS =MUM" M" II I1L•lI__ _ . '. yv ■■■ I�� ■h r► � .L��■.....■ ■■ ■III r ]■■19■■ ■■ ■ ■ ■ ■■ •■ ■■ 11 1!!LI•• ■ ■ ■ � i FS� COUNTERTOP BY TENANT: REVIEW BASE BLDG DRAWINGS DETAILING LANDLORD'S PLANTER BOX AND COORDINATE TENANT'S COUNTERTOP SO THAT THEY INTERFACE PROPERLY 5" LOW PARTITION 46" A.F.F 5" LOW PARTITION 5' A.F.F T.O. PARTITION GI 4'10" 10" SNEEZE GUARD (TOTAL HEIGHT 5' A.F.F) COUNTER HEIGHT 30" RAISED FLOOR 12" 6" LOW PARTITION 5' A.F.F S/S PARTITION /SPLASHGUARD NOODLE ZONE PLATFORM DINING AREA BY MALL MALL NOTES: ECUPV - ALL STORE FRONT LIGHTING MUST BE INCANDESCENT AND ON SEPARATE CIRCUIT AND ON 7 DAY TIME CLOCK SET TO MALL'S OPERATING HOURS. - STOREFRONT SIGNAGE MUST BE ON SEPARATE CIRCUIT AND ON 7 DAY TIME CLOCK SET TO MALL'S OPERATING HOURS. - ALL FIXTURES MUST UTILIZE A CLEAR LOW IRON TEMPERED GLASS SAFETY LENS AS PER FOOD PREPARATION AND LOCAL ELECTRICAL CODES. - ALL LIGHTING IN FORWARD SELLING AREA MUST BE INCANDESCENT WITH LOW IRON TEMPERED GLASS SAFETY LENS PER FOOD PREPARATION LOCAL CODES, ON SEPARATE CIRCUIT AND ON 7 DAY TIME CLOCK SET TO MALL'S OPERATING HOURS. FOOT CANDLE LEVELS AT COUNTER HEIGHT MUST BE 50FC AVERAGE MAINTAINED. - ALL SUPPLY AND RETURN GRILLES IN FORWARD SELLING AREA IS TO BE PAINTED TO MATCH CEILING. - ALL SPRINKLER HEADS IN THE FORWARD SELUNG AREA ARE TO BE CONCEALED OPO OF COVER TYPE. - LANDLORD WILL EXTEND MALL TILE 12" WITHIN TENANT LEASE UNE. TENANT IS TO REMOVE AND EXTRANEOUS TILE TO THE FROUNT OF TENANT'S FRONT COUNTER. TENANT MUST HAVE WATER TIGHT COVE BASE AT CABINET TO CONTAIN ANY WATER SPILLAGE. - THERE ARE NO FREESTANDING INTEMS ALLOWED AT FRONT COUNTER. SERVICE ITEMS INCLUDING BUT NOT LIMITED TO STRAWS, NAPKINS, CUPS, PLASTIC WARED, CONDIMENTS AND OTHER SERVICE ITEMS MUST BE PLACED IN RECESSED COMPARTMENTS OR UNDERNEATH FRONT COUNTER. THERE ARE NO EXCEPTIONS TO THESE CRITERIA. DESIGNATE AREA FOR UNACCOUNTED ITEMS ON PLAN (INCLUDE ON SHOP DWGS). \ T L LIGHTING FIXTURE SCHEDULE S LIGHTING PLAN SCALE 1/4 = 1' -0" LEASE LINE MALL NOTES: - ALL DELI /DISPLAY CASE MUST BE SQUARE GLASS, BUTT JOINT, PREFERRABLY WITH UV BONDING CURVED DISPLAY CASES NOT PERMITTED. NO FRONT VENTING AT CASES WILL BE ALLOWED. - RECESSED COMPARTMENTS MUST BE PROVIDED AT THE FRONT COUNTERTOP FOR ALL NAPKINS, STRAWS, UTENSIL, CONDIMENTS, AND OTHER SERVICE ITEMS. NO FREESTANDING CONTAINERS FOR SUCH ITEMS ARE PERMITTED. -- KITCHEN SQUIPMENT PROVIDED BY FOOD PURVEYORS WILL NOT BE ALLOWED TO DISPLAY THEIR SIGNAGE /LOGO. - ALL COLOR AND MATERIAL SELECTIONS MUST MEET ALL CODE REQUIREMENTS FOR FLAME SPREAD AND SMOKE DEVELOPMENT FACTORS. THE FIRE DEPT WILL REQUIRE THE SUBMITTAL OF CUT SHEETS FOR ALL INTERIOR FINISHES FOR FIRE DEPT APPROVAL. - TENANT'S CONTRACTOR IS TO GET APPROVAL AND CORING REQUIREMENTS ON UPPER LEVEL PRIOR TO PROCEEDING WITH WORK. - TENANT SHALL PROPERLY SEAL ALL PENETRATIONS TO COMPLY WITH CODE REQUIREMENTS. THE FIRE RATED FLOOR ASSEMBLY SHALL BE MAINTAINED ALL PLUMBING. MECHANICAL AND ELECTRICAL DEVICES PENETRATING FLOOR SHALL BE FIRE RATED. - TENANT'S CONTRACTOR SHALL PROVIDE A LAYOUT AND LOCATION FOR ALL PENETRATIONS, WHICH MUST BE APPROVED BY LANDLORD PRIOR TO CORE DRILLING. CONTRACTOR IS TO GET APPROVAL AND REQUIREMENTS BEFORE PROCEEDING WITH WORK. FIRE SAFING IS REQUIRED FOR ALL PENETRATIONS. - TENANTS WITH LARGE OR HEAVY EUIPMENT SUCH AS COMMERCIAL OVENS etc (EXCEEDING 100 PSF) MUST SUBMIT SPEC SHEETS AND LOCATION TO WESTFIELD'S PROJECT MANAGER TO SEE IF ADDITIONAL SUPPORT IS REQUIRED BY TENANT. ANY SUBSEQUENT ADDITIONS WILL BE BY TENANT AT TENANT'S EXPENSE. - ALL CONNECTIONS TO METAL DECK SLABS FOR STRUCTURAL LOADS SHALL BE BY EITHER PRESET OR DRILLED IN ANCHORS. FLOATING LIGHT TROUGH 7' -6" A.F.F. • HOOD ENCLOSURE 6'-9. AFF. HT:12' -10 A.F.F 11000 ENCLOSURE 6' -9' AYE. LEASE THAIGO SIGNAGE 0. THAI GO, NOODLE ZONE REFLECTED CEILING PLAN SCALE 1/4 = 1' -0" LEASE UNE LEASE LINE NOODLE ZONE SIGNAGE N 12 A4 REVIEWED CODE COMPLIANCE APPROVED APR - 4 2008 B ILDI(' D S/ I LEASE UNE BULK HEAD (BY MALL) EW GWB SOFFIT RECE1. E CITY OF TtJKWILA MAR 2 7 /008 PERMIT CENTER 3/a14C�� D E S I G N S T U D I O PLANNING AND INTERIOR DESIGN 1405 BOYLSTON AVE SEATTLE, WA 98122 TEL 2063224323 E- MAL4NFO.CATCHSTI DIO.COM WWW.CATCHSTUDIO.COM SENIOR ARCHITECT THAN SUTAN 206.3340892 6192 REGISTERED ARCHITECT THAN SUTAN STATE OF WASHINGTON PROJECT TITLE: AND WESTRELD MALL CR KWLA, WA) SHEET TITLE: BOOR PLAN, FLOORNG PLAN EQUIPMENT LIST, ROOM SCHEDULE REVISIONS INTERIOR DESIGN: CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: DATE: 03/20/08 SCALE: AS NOTED RLE: SHEET' A2 — I I I t\ // i -- - - = --= ----- = - =- = =T - _ I I -,- TRAY ELECTRICAL PANEL FLOATING LIGHT TROUGH =- 1 _ - TRAY I .- TRAY 1 - TRAY I :- TRAY I - TRAY t--- TRAY DIGITAL MENU BOARD t\ // i -- - - = --= ----- 0 to DROPPED CEILING PANEL (BY MALL A.F.F. 14' -0 BULKHEAD (BY MALL) A.F.F. 12' -6" TOP Sf)FFIT A.F.F. 12 -0 FLOATING LIGHT TROUGH A.F.F. 7' -6" HOOD ENCLOSURE A.F.F. 6 SNEEZE GUARD 3/8" TEMPERED GLASS BUTT JOINTS 1' UV BONDING SCALE 1/2' =1' - 0" BLACK GRANITE COUNTER TOPS 21 ICE B14 tf STAINLESS STET_ CABINETRY AND COUNTER TOPS SLIDE SLID BLACK GRANITE COUNTER TOP 0 1 ' - FS SCALE 1/2 " =1' -0" 2' -11 P.o.S 111 TRAY STORAGE SECTION @ FRONTLINE SCALE 1/2 " =1' -0 SCALE 1/2 " =1' -0" 0 BLACK GRANITE COUNTER 0 nr ELEVATION (NOODLE ZONE FRONT) STAINLESS LIP —`- 7'411! I 2 ' -1I TRAY STORAGE ELEVATION (NOODLE ZONE FRONT COUNTER) SCALE 1/2 " =1' -0" Al! POS UNITS MUST BE RECESSED IN FRONT COUNTER AND HAW A SHROUD SURROUND TO HIDE All WIRING ETC (ONLY PRICE DISPLAY AREA SKULL) BE NSBLE) OVE UGHT MOP SINK SECTION @ BACK COUNTER 11 ICE MAKER STAINLESS STEEL CABINETRY ASE LINE 2 FS ELEVATION (NOODLE ZONE FRONT ISLAND) O M SECTION @ FRONTLINE SCALE 1/2 ° =1' -0° BLACK GRANITE COUNTER TOP 1/2' S/S REVERSE MR MR CMANNEL(TYP) 1/2" BLACK GRANITE SECTION SCALE 1/2 " =1' -O" DIGITAL MURAL BEHIND GLASS PANEL FOOD DISPLAY 3/8" TEMPERED GLASS BUTT JOINTS UV BONDING l STAINLESS STEEL CABINETRY AND BASE STAINLESS STEEL BASE - STAINLESS SCREEN -- STAINLESS STEEL CABINETRY AND BASE 3 ' 3' -114' I r ASE LINE co 3/8" THREADED STEEL ROD FROM FLOATING LIGHT TROUGH TO METAL DECK SLAB (SEE ATTACHED LOCATION ©0 CEILING FRAMING PLAN) BLACK GRANITE SECTION SCALE 1 /2 ° =1' -O" BULKHEAD (BY MALL) GWB PAINTED FINISH GWB SOFFIT (BY TENENT) NEW GWB CURTAIN WALL BY TENANT 9' -114" SCALE 1 /2 " =1' - O" 14' -0e' INGREDIENT DECORATIVE PANELS 10' 24' - O C UNDERCOUNTER REFRIGERATOR 1/2" BLACK GRANITE TILE a COOKING LINE STAINLESS STEEL BAND 1/2' BLACK CRAM SECTION @ FRONTLINE LEASE LINE OVE UGHT a 2' -0e' FOOD DISPLAY 3/8" TEMPERED GLASS BUTT JOINTS UV BONDING 1 STAINLESS STEEL CABINETRY AND BASE BLACK GRANITE COUNTER TOP 4 SCALE 1/2"= 1'--0" HOOD BY OTHER •••••• ■uMIuim ■■EM■■ ■■MM■■ •••••• 2'-4a T -8' FOOD DISPLAY 3/8" TEMPERED GLASS BUTT JOINTS UV BONDING TRAY TRAY TRAY TRAY TRAY TRAY TRAY SECTION @ BACK COUNTER SECTION @ FRONTLINE SCALE 1/2 " =1' -0" 20 SODA N CD BECORTIYE PANEL BEHIND GLASS OVE UGHT ASE LINE NOODLE ZONE CASHIER STATION i RECESSED CUP STORAGE CV C) 3 COMPARTMENT SINK STAINLESS STEEL BASE I I P.0 -S SCALE 1/2 " =1'- -O VOS STAINLESS STEEL DAD DODRT FS STAINLESS STEEL P AINT BELOW 1/2" BLACK GRANITE TILE DIGITAL MENU BOARD STAINLESS STEEL SCREEN RECESSED CONDIMENT AREA 1/2" STAINLESS STEEL TILES 1' - 6a 1n 2L1 STAINLESS STEEL — STAINLESS STEEL 1/2" BLACK GRANITE ELEVATION (SCULLERY NORTH) BLACK GRANITE COUNTER STAINLESS STEEL BAND o9& RAISED FLOOR RY MAI I ICE MAKER Y FS 0 STAINLESS STEEL ACCESS DOOR TO WATER HEATER STAINLESS COUNTERTOP DISPLAY CASE 3/8" TEMPERED GLASS BUTT JOINTS UV BONDING STAINLESS 1/2" BLACK STEEL BAND GRANITE \ N 1 STAINLESS STEEL A4 NOODLE ZONE SIGNAGE ITT TIT ITT ITT IFRI 7711 3 .1„ ELEVATION (NOODLE ZONE SIDE) SCALE 1/2 " =1' -0" z I- JRICE WARMER 1(1=3'x] I C T IM/7COCCI Q u 6 WOK 0 0 9 PASTA COOKER FS - O L GAS RANGE J 0 FRYER xJ 1 Lai WATER 1 HEATER SECTION @ COOKING LINE A4 / SCALE 1/2' =1' -0' 1 PP SCALE T4-0' 3/8" THREADED STEEL ROD FROM FLOATING LIGHT TROUGH TO METAL DECK SLAB BULKHEAD Aellk Si `-° GWB PAINTED FINISH Si A4 » 4 "X4" CERAMIC TILE WATER HEATER \ 3'21' COLUME WRAP DETAIL WOOD SWING DOOR— /OASS -TH ROUGH COUNTER SNEEZE GUARD: 3/8° THICK TEMPERED —GLASS. BUTT JOINTS UV BONDING 1/2" MARBLE TILE 3" STEEL STUD 32' O.0 SIIMPSON STRONG TIE ANGLE BRACE —1/2' MARBLE TILE —3/4" PLYWOOD VENEER 3" STEEL STUD 32" O.C. STAINLESS BASEBOARD RAISED FLOOR BY MALL 3' 1/2" BLACK GRANITE TILE N '`'PLATE MARBLE TOP ON 3/4" PLYWOOD 4 "X 20GA. METAL STUD FRAMING FINIS PER SCHEDULE Y" BLACK GRANITE METAL COLUMN BY MALL BENCF BY M/ LL 2 SANDWICH COOLER 15'-58" CERAMIC TILE STAINLESS STEEL TRIM BY MALL SCALE 1/2" -1 -0" SEALANT FIRESTOP TO FINISH FLOOR SNEEZE GUARD 3/8" TEMPERED GLASS BUTT JOINTS / UV BONDING /� i COVE TILE Cfl'PICAL) SCALE 14-0' SECTION @ COOKING LINE GWB SOFFIT ( F FLOATING LIGHT TROUGH SLACK TE STAINLESS STEEL ■■■■■■ •••••• ■■■■■■ ■....m ■■■E■■ UMlr11.. SNEEZE GUARD: 3/8" THICK TEMPERED — GLASS. BUTT JOINTS UV BONDING RAISED FLOOR BY MALL LI ik hill _ MPSON STRONG TIE ANGLE BRACE 1/2" MARBLE TILE 3/ PLYWOOD VENEER 3 STEEL STUD 32" D.C. 1/2' MARBLE TILE 3" STEEL STUD 32" D.0 TAINLESS BASEBOARD ( L I 1/2" GRAN BLACK GRANITE A4 CERAMIC TILE ER SCHEDULE MARBLE TOP ON 3/4" PLYWOOD RAMSET SHOT PINS C -0' 0.C. (1.125' DEEP ENETRATION,MIN. SHANK DIA. TO BE 0.140"), TYP. G. UNPUNCHED L CONTINUOUS TRACK CERAMIC TILE OVER WATERPROOFING MEMBRANE MANUFACTURERS 2 PART FORMULA UQUID LATEX RUBBER AND POWDER TROWEL APPLICATION WITH GLASS FIBER REINFORCEMENT EXTENDS UP WALLS 12" Y TENENT) STAINLESS STEEL CABINETRY AND BASE CERAMIC TILE STAWLESS COUNTERTOP DIGITAL MURAL BEHIND GLASS PANEL NEW GWB CURTAIN WALL BY TENANT 15'2' SCALE 1/2' =1' -0' SNEEZE GUARD: 3 /5" THICK TEMPERED — GLASS. BUTT JOINTS UV BONDING SNEEZE GUARD 3/8" TEMPERED GLASS BUTT JOINTS UV BONDING I I V 2 SANDWICH COOLER MALL NOTES: SCALE 1/2" -1' -0' MARBLE TILE 3" STEEL STUD 32" 0.0 M G� MPSON STRONG TIE ANGLE BRACE COUNTER BRACING SIZE LIMITED TO DEPTH OF UNDERCOUNTER (IE MUST NOT BE SEEN BY CUSTOMERS)- TYP. 1/2" MARBLE TILE 3/4" PLYWOOD VENEER 3" STEEL STUD 32' D.C. STAINI-ESS BASEBOARD SECTION @ COOKING LINE SCALE 1/2 " =1' -0" MARBLE TOP ON 3/4' PLYWOOD STAINLESS STEEL CABINETRY SECTION @ COOKING LINE 3/8" THREADED STEEL ROD FROM FLOATING LIGHT TROUGH TO METAL DECK SLAB (SEE ATTACHED LOCATION ©0 CEILING FRAMING PLAN) ELEVATION (NOODLE ZONE SIDE ISLAND) RICE WARMER - FIXTURING OR EQUIPMENT VISIBLE TO PUBLIC: NO VISIBLE EXPOSED INDIVIDUAL LEGS SUPPORTS WILL BE ALLOWED. ALL TO BE WITHIN CABINET WORK WITH RECESSED BASE. - ALL EQUIPMENT AND FTXTURING MUST HAVE COVERED. BUILT IN CABINETRY FOR ALL EXPOSED EQUIPMENT, PLUMBING, HARDWARE. GAPS etc. SECTION @ BACK VIEW SCALE 1/2' =1' -0' 1/2 " BLACK GRA ITE CD SINK STAINLESS STEEL CABINETRY 0 ih 2'-10" — STAINLESS LIP PASS -THF OUCH COUNTER S/ A(1 'PLATE 1 =11I' 3' 2$ 3U-Or 0 ELEVATION (NOODLE ZONE SIDE COUNTER) SCALE 1/2 " =V -0" ICE MAKER SCALE 1/2 " =1' -0" FS STAINLESS SURFACE 9 PASTA COOKER DROPPED CEILING s PANEL (BY MALL [� A.F.E. 14' -0 4 FLOATING LIGHT TROUGH AF -F. 7' -6" 4 HOOD ENCLOSURE kF.F. SECTION @ COOKING LINE BULKHEAD (BY MALL) A.F.F. TOP SOFFIT A.F.E. 12 -0 BY MALL REVIEWED FOR CODE G �O�,E® APP APR - 4 2009 City 0 r ukwiia BUILDIN DIVISION TRAY - TRAY TRAY TRAY TRAY - TRAY TRAY -> A3 SEE DETAIL COVE TILE (TYPICAL) 0 RECEI'iEL CITY OF - n III +AM L. MAR 2 71UUU PERMIT CENTE R D E S I G N S T U D I O PLANNING AND INTERIOR DESIGN 1405 BOYLSTON AVE SEATTLE, WA 98122 TEL 2063224323 E- MAL4NFO•CATCHSTUDIO.00M WWW.CATCHSTUDIO.COM SENIOR ARCHITECT THAN SUTAN 206.3340892 PROJECT TRLE: SHEET TITLE: REVISIONS: CHECKED: ALE SHEEN AND WEST FIELD MALL (TUKWILA, WA) NOODLE ZONE ELEVATION, SECTION, DETALS INTERIOR DESIGN: CATCH DESIGN STUDIO DRAWN: NOS NARIN DATE 03/2 0/08 SCALE AS NOTED A3 -- - - = --= ----- = - =- = =T - _ - FLOATING LIGHT TROUGH =- 0 to DROPPED CEILING PANEL (BY MALL A.F.F. 14' -0 BULKHEAD (BY MALL) A.F.F. 12' -6" TOP Sf)FFIT A.F.F. 12 -0 FLOATING LIGHT TROUGH A.F.F. 7' -6" HOOD ENCLOSURE A.F.F. 6 SNEEZE GUARD 3/8" TEMPERED GLASS BUTT JOINTS 1' UV BONDING SCALE 1/2' =1' - 0" BLACK GRANITE COUNTER TOPS 21 ICE B14 tf STAINLESS STET_ CABINETRY AND COUNTER TOPS SLIDE SLID BLACK GRANITE COUNTER TOP 0 1 ' - FS SCALE 1/2 " =1' -0" 2' -11 P.o.S 111 TRAY STORAGE SECTION @ FRONTLINE SCALE 1/2 " =1' -0 SCALE 1/2 " =1' -0" 0 BLACK GRANITE COUNTER 0 nr ELEVATION (NOODLE ZONE FRONT) STAINLESS LIP —`- 7'411! I 2 ' -1I TRAY STORAGE ELEVATION (NOODLE ZONE FRONT COUNTER) SCALE 1/2 " =1' -0" Al! POS UNITS MUST BE RECESSED IN FRONT COUNTER AND HAW A SHROUD SURROUND TO HIDE All WIRING ETC (ONLY PRICE DISPLAY AREA SKULL) BE NSBLE) OVE UGHT MOP SINK SECTION @ BACK COUNTER 11 ICE MAKER STAINLESS STEEL CABINETRY ASE LINE 2 FS ELEVATION (NOODLE ZONE FRONT ISLAND) O M SECTION @ FRONTLINE SCALE 1/2 ° =1' -0° BLACK GRANITE COUNTER TOP 1/2' S/S REVERSE MR MR CMANNEL(TYP) 1/2" BLACK GRANITE SECTION SCALE 1/2 " =1' -O" DIGITAL MURAL BEHIND GLASS PANEL FOOD DISPLAY 3/8" TEMPERED GLASS BUTT JOINTS UV BONDING l STAINLESS STEEL CABINETRY AND BASE STAINLESS STEEL BASE - STAINLESS SCREEN -- STAINLESS STEEL CABINETRY AND BASE 3 ' 3' -114' I r ASE LINE co 3/8" THREADED STEEL ROD FROM FLOATING LIGHT TROUGH TO METAL DECK SLAB (SEE ATTACHED LOCATION ©0 CEILING FRAMING PLAN) BLACK GRANITE SECTION SCALE 1 /2 ° =1' -O" BULKHEAD (BY MALL) GWB PAINTED FINISH GWB SOFFIT (BY TENENT) NEW GWB CURTAIN WALL BY TENANT 9' -114" SCALE 1 /2 " =1' - O" 14' -0e' INGREDIENT DECORATIVE PANELS 10' 24' - O C UNDERCOUNTER REFRIGERATOR 1/2" BLACK GRANITE TILE a COOKING LINE STAINLESS STEEL BAND 1/2' BLACK CRAM SECTION @ FRONTLINE LEASE LINE OVE UGHT a 2' -0e' FOOD DISPLAY 3/8" TEMPERED GLASS BUTT JOINTS UV BONDING 1 STAINLESS STEEL CABINETRY AND BASE BLACK GRANITE COUNTER TOP 4 SCALE 1/2"= 1'--0" HOOD BY OTHER •••••• ■uMIuim ■■EM■■ ■■MM■■ •••••• 2'-4a T -8' FOOD DISPLAY 3/8" TEMPERED GLASS BUTT JOINTS UV BONDING TRAY TRAY TRAY TRAY TRAY TRAY TRAY SECTION @ BACK COUNTER SECTION @ FRONTLINE SCALE 1/2 " =1' -0" 20 SODA N CD BECORTIYE PANEL BEHIND GLASS OVE UGHT ASE LINE NOODLE ZONE CASHIER STATION i RECESSED CUP STORAGE CV C) 3 COMPARTMENT SINK STAINLESS STEEL BASE I I P.0 -S SCALE 1/2 " =1'- -O VOS STAINLESS STEEL DAD DODRT FS STAINLESS STEEL P AINT BELOW 1/2" BLACK GRANITE TILE DIGITAL MENU BOARD STAINLESS STEEL SCREEN RECESSED CONDIMENT AREA 1/2" STAINLESS STEEL TILES 1' - 6a 1n 2L1 STAINLESS STEEL — STAINLESS STEEL 1/2" BLACK GRANITE ELEVATION (SCULLERY NORTH) BLACK GRANITE COUNTER STAINLESS STEEL BAND o9& RAISED FLOOR RY MAI I ICE MAKER Y FS 0 STAINLESS STEEL ACCESS DOOR TO WATER HEATER STAINLESS COUNTERTOP DISPLAY CASE 3/8" TEMPERED GLASS BUTT JOINTS UV BONDING STAINLESS 1/2" BLACK STEEL BAND GRANITE \ N 1 STAINLESS STEEL A4 NOODLE ZONE SIGNAGE ITT TIT ITT ITT IFRI 7711 3 .1„ ELEVATION (NOODLE ZONE SIDE) SCALE 1/2 " =1' -0" z I- JRICE WARMER 1(1=3'x] I C T IM/7COCCI Q u 6 WOK 0 0 9 PASTA COOKER FS - O L GAS RANGE J 0 FRYER xJ 1 Lai WATER 1 HEATER SECTION @ COOKING LINE A4 / SCALE 1/2' =1' -0' 1 PP SCALE T4-0' 3/8" THREADED STEEL ROD FROM FLOATING LIGHT TROUGH TO METAL DECK SLAB BULKHEAD Aellk Si `-° GWB PAINTED FINISH Si A4 » 4 "X4" CERAMIC TILE WATER HEATER \ 3'21' COLUME WRAP DETAIL WOOD SWING DOOR— /OASS -TH ROUGH COUNTER SNEEZE GUARD: 3/8° THICK TEMPERED —GLASS. BUTT JOINTS UV BONDING 1/2" MARBLE TILE 3" STEEL STUD 32' O.0 SIIMPSON STRONG TIE ANGLE BRACE —1/2' MARBLE TILE —3/4" PLYWOOD VENEER 3" STEEL STUD 32" O.C. STAINLESS BASEBOARD RAISED FLOOR BY MALL 3' 1/2" BLACK GRANITE TILE N '`'PLATE MARBLE TOP ON 3/4" PLYWOOD 4 "X 20GA. METAL STUD FRAMING FINIS PER SCHEDULE Y" BLACK GRANITE METAL COLUMN BY MALL BENCF BY M/ LL 2 SANDWICH COOLER 15'-58" CERAMIC TILE STAINLESS STEEL TRIM BY MALL SCALE 1/2" -1 -0" SEALANT FIRESTOP TO FINISH FLOOR SNEEZE GUARD 3/8" TEMPERED GLASS BUTT JOINTS / UV BONDING /� i COVE TILE Cfl'PICAL) SCALE 14-0' SECTION @ COOKING LINE GWB SOFFIT ( F FLOATING LIGHT TROUGH SLACK TE STAINLESS STEEL ■■■■■■ •••••• ■■■■■■ ■....m ■■■E■■ UMlr11.. SNEEZE GUARD: 3/8" THICK TEMPERED — GLASS. BUTT JOINTS UV BONDING RAISED FLOOR BY MALL LI ik hill _ MPSON STRONG TIE ANGLE BRACE 1/2" MARBLE TILE 3/ PLYWOOD VENEER 3 STEEL STUD 32" D.C. 1/2' MARBLE TILE 3" STEEL STUD 32" D.0 TAINLESS BASEBOARD ( L I 1/2" GRAN BLACK GRANITE A4 CERAMIC TILE ER SCHEDULE MARBLE TOP ON 3/4" PLYWOOD RAMSET SHOT PINS C -0' 0.C. (1.125' DEEP ENETRATION,MIN. SHANK DIA. TO BE 0.140"), TYP. G. UNPUNCHED L CONTINUOUS TRACK CERAMIC TILE OVER WATERPROOFING MEMBRANE MANUFACTURERS 2 PART FORMULA UQUID LATEX RUBBER AND POWDER TROWEL APPLICATION WITH GLASS FIBER REINFORCEMENT EXTENDS UP WALLS 12" Y TENENT) STAINLESS STEEL CABINETRY AND BASE CERAMIC TILE STAWLESS COUNTERTOP DIGITAL MURAL BEHIND GLASS PANEL NEW GWB CURTAIN WALL BY TENANT 15'2' SCALE 1/2' =1' -0' SNEEZE GUARD: 3 /5" THICK TEMPERED — GLASS. BUTT JOINTS UV BONDING SNEEZE GUARD 3/8" TEMPERED GLASS BUTT JOINTS UV BONDING I I V 2 SANDWICH COOLER MALL NOTES: SCALE 1/2" -1' -0' MARBLE TILE 3" STEEL STUD 32" 0.0 M G� MPSON STRONG TIE ANGLE BRACE COUNTER BRACING SIZE LIMITED TO DEPTH OF UNDERCOUNTER (IE MUST NOT BE SEEN BY CUSTOMERS)- TYP. 1/2" MARBLE TILE 3/4" PLYWOOD VENEER 3" STEEL STUD 32' D.C. STAINI-ESS BASEBOARD SECTION @ COOKING LINE SCALE 1/2 " =1' -0" MARBLE TOP ON 3/4' PLYWOOD STAINLESS STEEL CABINETRY SECTION @ COOKING LINE 3/8" THREADED STEEL ROD FROM FLOATING LIGHT TROUGH TO METAL DECK SLAB (SEE ATTACHED LOCATION ©0 CEILING FRAMING PLAN) ELEVATION (NOODLE ZONE SIDE ISLAND) RICE WARMER - FIXTURING OR EQUIPMENT VISIBLE TO PUBLIC: NO VISIBLE EXPOSED INDIVIDUAL LEGS SUPPORTS WILL BE ALLOWED. ALL TO BE WITHIN CABINET WORK WITH RECESSED BASE. - ALL EQUIPMENT AND FTXTURING MUST HAVE COVERED. BUILT IN CABINETRY FOR ALL EXPOSED EQUIPMENT, PLUMBING, HARDWARE. GAPS etc. SECTION @ BACK VIEW SCALE 1/2' =1' -0' 1/2 " BLACK GRA ITE CD SINK STAINLESS STEEL CABINETRY 0 ih 2'-10" — STAINLESS LIP PASS -THF OUCH COUNTER S/ A(1 'PLATE 1 =11I' 3' 2$ 3U-Or 0 ELEVATION (NOODLE ZONE SIDE COUNTER) SCALE 1/2 " =V -0" ICE MAKER SCALE 1/2 " =1' -0" FS STAINLESS SURFACE 9 PASTA COOKER DROPPED CEILING s PANEL (BY MALL [� A.F.E. 14' -0 4 FLOATING LIGHT TROUGH AF -F. 7' -6" 4 HOOD ENCLOSURE kF.F. SECTION @ COOKING LINE BULKHEAD (BY MALL) A.F.F. TOP SOFFIT A.F.E. 12 -0 BY MALL REVIEWED FOR CODE G �O�,E® APP APR - 4 2009 City 0 r ukwiia BUILDIN DIVISION TRAY - TRAY TRAY TRAY TRAY - TRAY TRAY -> A3 SEE DETAIL COVE TILE (TYPICAL) 0 RECEI'iEL CITY OF - n III +AM L. MAR 2 71UUU PERMIT CENTE R D E S I G N S T U D I O PLANNING AND INTERIOR DESIGN 1405 BOYLSTON AVE SEATTLE, WA 98122 TEL 2063224323 E- MAL4NFO•CATCHSTUDIO.00M WWW.CATCHSTUDIO.COM SENIOR ARCHITECT THAN SUTAN 206.3340892 PROJECT TRLE: SHEET TITLE: REVISIONS: CHECKED: ALE SHEEN AND WEST FIELD MALL (TUKWILA, WA) NOODLE ZONE ELEVATION, SECTION, DETALS INTERIOR DESIGN: CATCH DESIGN STUDIO DRAWN: NOS NARIN DATE 03/2 0/08 SCALE AS NOTED A3 \I ri: ■ I 5 SHORT PARTITION WALL I r :DIEU 'ii 17 3 C OMP TMEN S , N 0 SI% BULKHEAD (BY MALL) A.F.F. 12 -6 TOP SOFFIT A.F.F. 12 -0 FLOATING LIGHT TROUGH A.F.F. 7' -6" HOOD ENCLOSURE. A.F.F. 6' -9" 1/2" BLACK — GRANITE TILE BLACK GRANITE GRANITE TILE BULKHEAD (BY MALL) GWB PAINTED FINISH GWB SOFFIT (BY TENENT) NEW GWB CURTAIN WALL BY TENANT DIGITAL MURAL BEHIND GLASS PANEL _ _ - - - _ f -- - - ---- - - - - --- - - - - -= - FLOATING LIGHT TROUGH STAINLESS LIP STAINLESS SNEEZE GUARD 3/8" TEMPERED GLASS BUTT JOINTS UV BONDING BLACK GRANITE LIP AND LEDGE [ATIIRAL STONE TILE 12 "X12" 1 STEEL BASE I I LJ STAINLESS STEEL THAIGO SI DROPPED CEILING PANEL (BY MALL) AF.F. 14 -0 ELEVATION (THAI GO SIDE) SCALE 1 /2 "= 1'--0" RICE COOKER CERAMIC TILE STAINLESS STEEL COUNTER SCALE 1'= 1'--0' C SANDWICH COOLER ELEVATION (THAI GO SIDE COUNTER) SCALE 1 /2 " =1' -0" SCALE 1 /2 "= 1'--0" SECTION @ FRONT COUNTER ■ME■■■ ••■ ■ ■■ ■■t■■■ ••■••• MAMMA EMMEN l_ SNEEZE GUARD 3/8" TEMPERED GLASS BUTT JOINTS UV BONDING LEASE LINE BLACK GRANITE ON 3/4 PLYWOOD 1/2" NATURAL STONE TILE STAINLESS STEEL BASEBOARD DROP I PREP • I SINK 1/2" STAINLESS STEEL TILES SLIDE 1$' -4 FS ELEVATION (THAI GO FRONT ISLAND) CERAMIC TILE STAINLESS STEEL COUNTER 2'-8s" SCALE 1 " =1' -0" 3/8" THREADED STEEL ROD r I FROM FLOATING LIGHT TROUGH TO METAL DECK SLAB , J (SEE ATTACHED LOCATION ©3 CEILING FRAMING PLAN) SNEEZE GUARD 3/8" TEMPERED GLASS BUTT JOINTS UV BONDING 18 STAINLESS STEEL CABINETRY AND BASE SECTION © FRONT COUNTER I I UNDER COUNTER REFRIGERATOR SNEEZE GUARD 3/8" TEMPERED GLASS BUTT JOINTS UV BONDING BLACK GRANITE ON 3/4 PLYWOOD 1/2" NATURAL STONE TILE STAINLESS STEEL ASE LINE SIDE CABINETRY STAINLESS STEEL SCALE 1 " =1' -0" 15' -2? WATER HEATER En CERAMIC TILE STAINLESS STEEL COUNTER 4 "X4" CERAMIC TILE BASEBOARD BASEBOARD SECTION © FRONT COUNTER 11 8 0 A4 4 ELEVATION (SCULLERY SOUTH SCALE 1 /2' SNEEZE GUARD 3/8" TEMPERED GLASS BUTT JOINTS UV BONDING BLACK GRANITE ON 3/4 PLYWOOD 1/2" NATURAL STONE TILE STAINLESS STEEL ASE NNE FRYER 0 l� SCALE 0-6" SECTION @ FRONT COUNTER A4 SCALE 1' =1' -0' NAGE 11 A4 O WOK ELEVATION (THAI GO SIDE ISLAND) SCALE 1 /2 " =1' -0" FRONT VIEW 1/2" BLACK GRANITE TILE STAINLESS STEEL BASEBOARD FS 0 C•, RICE COOKER 4 u u u THAIGO SIGNAGE DETAIL N DROPPED CEILING PANEL (BY MALL) A.F.F. 14' -0 BULKHEAD (BY MALL) A.F.F. 12 -6 T 5OFFI_T A.F.F. . 12 -0 FLOATING LIGHT TROUGH A.F.F. 7' -6" HOOD ENCLOSURE. A.F.F. 6' -9" SNEEZE GUARD 3/8" TEMPERED GLASS BUTT JOINTS 1/2" NATURAL STONE TILE TOP SOFFIT A.F.F. 12' —O" i// CERAMIC TILE STAINLESS STEEL CABINETRY AND BASE RICE COOKER SECTION @ FRONT COUNTER SCALE 1 " =1 - 0" 11 A4 •I I 16" GLASS SNEEZEGUARD BLACK GRANITE LIP AND LEDGE NATURAL STONE TILE 12 X12" 1 ELEVATION (THAI GO FRONT) SCALE 1 /2 " = 1' -0" BLACK GRANITE COUNTER DIMENSIONAL MTL LETTERS 2 "THK. ADHERED TO TRANSLUCENT GLASS WITHIN 1/4" S/S FRAME & INSTALLED TO CEIUNG WITH 2" SPACERS WATER PROOFING MEMBRANE MUST RUN UP CABINET BASE AND WATER TIGHT COVE TILE BASE INSTALLED OVER IT 2 -10" SCALE 1' =1' - 0' SIDE VIEW BLACK GRANITE DIMENSIONAL LETTER THAIGO SIGNAGE 2 "THK. NON— ILLUMINATED ATTACH TO THE SOFFIT (THAIGO SIGN MUST BE ILLUMINATED ON SEPARATE CIRCUIT AND ON 7 DAY TIME CLOCK SET TO MALL'S OPERATING HOURS. II SECTION @ FRONT COUNTER P.0.5 2 "X2" GLASS MOSAIC TILE TRAY STORAGE SCALE BULKHEAD GWB PAINTED FINISH /7/ /// 18" GLASS SNEEZEGUARD rt TRAY g, STORAG FRONT VIEW STAINLESS STEEL SCREEN 2' - 10" STAINLESS STEEL SCREEN - P.o.s ELEVATION (THAI GO FRONT COUNTER) SCALE 1 /2 " =1' -0" 3/8" THREADED STEEL ROD FROM FLOATING LIGHT TROUGH 7 TO METAL DECK SLAB (SEE ATTACHED LOCATION ®S1 )CEILING FRAMING PLAN) NOODLE ZONE SIGNAGE DETAIL BLACK GRANITE " COVE LIGHT 2"X2" GLASS MOSAIC TILE SECTION @ FRONT COUNTER SCALE 1'= 1' -0 GWB SOFFIT (BY TENENT NEW GWB CURTAIN WALL BY TENANT DIGITAL MURAL BEHIND GLASS PANEL 26 -= FLOATING LIGHT TROUGH STAINLESS STEEL 2 "X2" GLASS MOSAIC TILE 1 I II r STAINLESS STEEL BASE CABINETRY AND BASE (INSTALL SPACERS BETWEEN LETTERS & UGHIING TROUGH TO LIFT NOODLE ZONE SIGNAGE 2 ") o D LE- TT ..._ TT_.- _li g ff FLOATING LIGHT TROUGH / P.0.5 1' THAI GO CASHIER STATION SECTION @ FRONT COUNTER SCALE 1' =1' -0' 1/2" BLACK GRANITE TILE P.O.5 SNEEZE GUARD 3/8" TEMPERED GLASS BUTT JOINTS UV BONDING SIAINLESS LIP BLACK GRANITE COUNTER 3/4 " =1' — O" COVE LIGHT 2 "X2" GLASS MOSAIC TILE TAINLESS STEEL SNEEZE GUARD 3/8" TEMPERED GLASS BUTT JOINTS UV BONDING BLACK GRANITE N / STAINLESS STEEL .L 3/8' THREADED STEEL ROD J APY FROM FLOATING LIGHT TROUGH TO METAL DECK SLAB FORMED STAINLESS STEEL 16 GAUGE. I 1' I rOUNTE = STAINLESS STEEL ' _ I - I STAINLESS STEEL PAINT BELOW SODA SNEEZE GUARD 3/8" TEMPERED LASS BUTT JOINTS UV BONDING 3' -& 2' -18' REVIEWED FOR CODE COMPLIANCE APPROVED APR - 4 2008 City Of Tukwila BUILDING PM$ DIMENSIONAL LETTER NOODLE ZONE SIGNAGE 2 "THK. NON- ILLUMINATED ATTACH TO FLOATING ". LIGHT TROUGH SNEEZE GUARD 3/8" TEMPERED GLASS BUTT JOINTS UV BONDING BLACK GRANITE TAINLESS STEEL 1/2" NATURAL STONE TILE 1/2" BLACK GRANITE CERAMIC TILE SECTION A —A RECEIVED CITY OF TUKWILA MAR 2 7 2000 SECTION @ FRONT COUNTER PERMIT CENTER SCALE 1' =1' -0" 1405 BOYLSTON AVE SEATTLE, WA 98122 TEL 206.3224323 E— MALO•CATCHSTUDIO "COM WWW.CATCHSTUDIO.COM D E S I G N S T U D I O PLANNING AND INTERIOR DESIGN SENIOR ARCHITECT THAN SUTAN 206.334.0892 THAN SUTAN STATE OF WASHINGTON PROJECT TITLE AND WEST FIELD MALL CIIJKWLA, WA) MEET TITLE THAI GO ELEVATION, SECTION, DETALS REVISION& INTERIOR DESIGN: CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: DATE: 03/20/08 SCALE: AS NOTED FILE: SHEER A4 DROPPED CEILING PANEL (BY MALL). A.F.F. 14' -0" BULKHEAD (BY MALL) A.F.F. 12 " -6 TOP SOFFIT A.F.F. 11' -8.75" FLOATING LIGHT TROUGH A.F.F. 7-6" HOOD ENCLOSURE A.F.F. 6' -9" �P GRANITE TILE 1/2" BLACK — GRANITE TILE BLACK G GRANITE ELEVATION (THAI GO SIDE) SCALE 1 /2 " =1 ' -O" STAINLESS STEEL BASE I I 3 SANDWICH COOLER •••••• •••••• ...... ■.■... •••••• U..... ELEVATION (THAI GO SIDE COUNTER) SCALE 1 /2 " =1' -0" CERAvIC TILE STAINLESS STEEL COUNTER SECTION © FRONT COUNTER SCALE 1 " =1' -0" DROP IN PREP SINK 2' -6" SANDWICH COOLER 4 g- 1 8'4 " 18' -1 Oa' FS 0 0 0 O O O O O O 0 O O O 0 0 O a a O O 0 O O O rGO FLOATING LIGHT TROUGH 1' -a" BULKHEAD(BY MALL) GWB PAINTED FINISH NEW GWB CURTAIN WALL BY TENANT UNDER COUNTER REFRIGERATOR t SNEEZE GUARD —3/8" TEvPERED GLASS BUTT JOI \TS UV BONDI \G BLACK GRANITE 0\ 3/4 PLYWO�DD —1/2" BLACK GRA \ITE TILE STAINLESS STEEL BASEBOARD CERA STAI\ COU\ 3 /B" THREADED STEEL ROD EVERY 7 FROM FLOATING LIGHT TROUGH TO METAL DECK SLAB M vIC TILE LESS STEEL TER 4 A5 r =� A5 SCALE 1 " =1. -0" A3 DIMENSIONAL LETTER THAI GO SIGNAGE 2 "THK. NON- ILLUMINATED ATTACH TO THE SOFFIT STAINLESS STEEL 2' 8$„ DROP IN PREP SINK q M C SECTION @ FRONT COUNTER MOP 1 15 SINK ELEVATION (SCULLERY SOUTH SCALE 1/2"=1'-0" 1' -0" r SNEEZE GUARD 3/8 TEMPERED GLASS BUTT JOI\TS UV BONDING BLACK GRANITE 0\ 3/4 PLYWOOD —1/2" BLAC< GRANITE TILE SCALE 10 WOK ELEVATION (THAI GO SIDE ISLAND) SCALE 1 /2" =1' -0" STAINLESS STEEL BASEBOARD L I FS RICE COOKER u SCALE 1 "=1' -0" 18 3/8" THREADED STEEL ROD FROM FLOATING LIGHT TROUGH TO METAL DECK SLAB FLOATING LIGHT TROUGH DETAIL u FORMED STAINLESS STEEL 16 GAUGE RECESSED DOWN LJGHT 50W. ; c1 .1 . CERAvIC TILE STAI \LESS STEEL. COUNTER UN SCALE 1 " =1'-0• RICE COOKER se SECTION © FRONT COUNTER DER COUNTER REFRIGERATOR 1' -0" SECTION © FRONT COUNTER 1 1/2 " =1• -13" . . 1 /2" BLACK GRA \ITE TILE • SNEEZE GUARD 3/8" TEMPERED GLASS BUTT JOINTS UV BONDING BLACK GRANITE ON 3/4 PLYWOOD STAINLESS STEEL BASEBOARD 0 [In 0 � O 000 • 20 SODA DROP nmma.. MEL SW II WOK Ice 4, low le ED O HS vF IN @ UNDER COUNTER REFRIGERATOR CUMIN= COVERED FOOD DISPLAY 6- MIN. TYP r 3� courr PREP• M ' • RANGE • POS PAPER TOWEL DISPENSER SOAP DISPENSER PLATE STODGE BELOW THAI GO FOOD WARMER 18" SNEEZE GUARD COUNTER HEIGHT 34" FOOD WARMER E_Almr MADI W AFF. POS DROP IN COLD PAN SCALE T.O. PARTITION ® 3'8" 16" SNEEZE GUARD (TOTAL HEIGHT 5' A.F.F) COUNTER HEIGHT 36" DROP IN RICE WARMER aIW91 Mild' 3' AFL #8 HANGER WIRE @1 48" O.C. MAX. 1 1/4 "X11/4 "X20 GA. CONT. ANGLE W/2 - #10 S.M. SCREWS AT EA. WALL STUD 2 "X -" MTL. STUD. MAIN RUNNER: 1 1/2" X 16 GA. COLD ROLLED CHANNEL © 16" O.C. S ESSED CUP ACCESS 3 STUD. CERAIV aA/mB HMI 357YAF 4) NOODLE ZONE 5/8" GYP. BD. CLNG. CROSS RUNNER: 3/4" X 20 GA. HAT CHANNEL © 16" 0.C. W/ #18 GA. SADDLE TIES TO MAIN RUNNERS SUSPENDED CEILING CURVED EDGE DETAIL IC TILE SECTION © FRONT COUNTER SCALE 1 - - ' -0" UNDER COUNTER DROP IN REFRIGERATOR PREP SINK el!r —0" MIN. DISTANCE 6 " 12" UNDER COUNTER WATER HEATER ODIROM IWR 3c AFf. PLANTER HIDDEN ACCESS DOOR DIGITAL MENU PASS - THROUGH COUNTER DROP IN COLD PAN T.O. PARTTTION 0 4'10" 10" SNEEZE GUARD (TOTAL HEIGHT 5' ABOVE MAIN FLOOR, 4' MOVE RAISED FLOOR) COUNTER HEIGHT 30" RAISED FLOOR 12" PAPER TOWEL DISPENSER SOAP DISPENSER PLATFORM DINING AREA BY MALL THAI GO, NOODLE ZONE FLOOR PLAN SCALE 1/4 = 1' -0" 5/8" GYP. BD. CLNG. STAINLESS SHEET. STAINLESS STEEL BASEBOARD CONTOUR TRACK 3/" TOP /BOTTOM 3 " =1' -O" 7 1/2" BLACK GRANITE IILE RECEIVED CITY OF TUKWILA FEB 1 9 2008 PERMIT CENTER NM E D E S I G N S T U D I O PLANNING AND INTERIOR DESIGN 1405 BOYLSTON AVE. SEATTLE, WA 98122 TEL 206.3224323 EMA L4NFO•CATCHSTUDIO.COM WWW.CATCHSTUDIO.COM PROJECT TITLE: SHEET 11111.E: REVISIONS~ CHECKED: FILE: SHEET' 6192 REGISTERED ARCHITECT THAN SUTAN STATE OF WASHINGTON AND WESTF ELD MALL (`I`UKWLA, WA) THAI GO ELEVATION, SECTION, DETAILS INTERIOR DESIGN: CATCH DESIGN STUDIO DRAWN: NOS NARIN DATE: 02/14/08 SCALE: AS NOTED A5 SNEEZE GUARD 3/8" TEMPERED / j GLASS BUTT JOINTS UV BONDING 1 NATURAL STONE TILE 12 - X12 - ] DROPPED CEILING PANEL (BY MALL). A.F.F. 14' -0" BULKHEAD (BY MALL) A.F.F. 12 " -6 TOP SOFFIT A.F.F. 11' -8.75" FLOATING LIGHT TROUGH A.F.F. 7-6" HOOD ENCLOSURE A.F.F. 6' -9" �P GRANITE TILE 1/2" BLACK — GRANITE TILE BLACK G GRANITE ELEVATION (THAI GO SIDE) SCALE 1 /2 " =1 ' -O" STAINLESS STEEL BASE I I 3 SANDWICH COOLER •••••• •••••• ...... ■.■... •••••• U..... ELEVATION (THAI GO SIDE COUNTER) SCALE 1 /2 " =1' -0" CERAvIC TILE STAINLESS STEEL COUNTER SECTION © FRONT COUNTER SCALE 1 " =1' -0" DROP IN PREP SINK 2' -6" SANDWICH COOLER 4 g- 1 8'4 " 18' -1 Oa' FS 0 0 0 O O O O O O 0 O O O 0 0 O a a O O 0 O O O rGO FLOATING LIGHT TROUGH 1' -a" BULKHEAD(BY MALL) GWB PAINTED FINISH NEW GWB CURTAIN WALL BY TENANT UNDER COUNTER REFRIGERATOR t SNEEZE GUARD —3/8" TEvPERED GLASS BUTT JOI \TS UV BONDI \G BLACK GRANITE 0\ 3/4 PLYWO�DD —1/2" BLACK GRA \ITE TILE STAINLESS STEEL BASEBOARD CERA STAI\ COU\ 3 /B" THREADED STEEL ROD EVERY 7 FROM FLOATING LIGHT TROUGH TO METAL DECK SLAB M vIC TILE LESS STEEL TER 4 A5 r =� A5 SCALE 1 " =1. -0" A3 DIMENSIONAL LETTER THAI GO SIGNAGE 2 "THK. NON- ILLUMINATED ATTACH TO THE SOFFIT STAINLESS STEEL 2' 8$„ DROP IN PREP SINK q M C SECTION @ FRONT COUNTER MOP 1 15 SINK ELEVATION (SCULLERY SOUTH SCALE 1/2"=1'-0" 1' -0" r SNEEZE GUARD 3/8 TEMPERED GLASS BUTT JOI\TS UV BONDING BLACK GRANITE 0\ 3/4 PLYWOOD —1/2" BLAC< GRANITE TILE SCALE 10 WOK ELEVATION (THAI GO SIDE ISLAND) SCALE 1 /2" =1' -0" STAINLESS STEEL BASEBOARD L I FS RICE COOKER u SCALE 1 "=1' -0" 18 3/8" THREADED STEEL ROD FROM FLOATING LIGHT TROUGH TO METAL DECK SLAB FLOATING LIGHT TROUGH DETAIL u FORMED STAINLESS STEEL 16 GAUGE RECESSED DOWN LJGHT 50W. ; c1 .1 . CERAvIC TILE STAI \LESS STEEL. COUNTER UN SCALE 1 " =1'-0• RICE COOKER se SECTION © FRONT COUNTER DER COUNTER REFRIGERATOR 1' -0" SECTION © FRONT COUNTER 1 1/2 " =1• -13" . . 1 /2" BLACK GRA \ITE TILE • SNEEZE GUARD 3/8" TEMPERED GLASS BUTT JOINTS UV BONDING BLACK GRANITE ON 3/4 PLYWOOD STAINLESS STEEL BASEBOARD 0 [In 0 � O 000 • 20 SODA DROP nmma.. MEL SW II WOK Ice 4, low le ED O HS vF IN @ UNDER COUNTER REFRIGERATOR CUMIN= COVERED FOOD DISPLAY 6- MIN. TYP r 3� courr PREP• M ' • RANGE • POS PAPER TOWEL DISPENSER SOAP DISPENSER PLATE STODGE BELOW THAI GO FOOD WARMER 18" SNEEZE GUARD COUNTER HEIGHT 34" FOOD WARMER E_Almr MADI W AFF. POS DROP IN COLD PAN SCALE T.O. PARTITION ® 3'8" 16" SNEEZE GUARD (TOTAL HEIGHT 5' A.F.F) COUNTER HEIGHT 36" DROP IN RICE WARMER aIW91 Mild' 3' AFL #8 HANGER WIRE @1 48" O.C. MAX. 1 1/4 "X11/4 "X20 GA. CONT. ANGLE W/2 - #10 S.M. SCREWS AT EA. WALL STUD 2 "X -" MTL. STUD. MAIN RUNNER: 1 1/2" X 16 GA. COLD ROLLED CHANNEL © 16" O.C. S ESSED CUP ACCESS 3 STUD. CERAIV aA/mB HMI 357YAF 4) NOODLE ZONE 5/8" GYP. BD. CLNG. CROSS RUNNER: 3/4" X 20 GA. HAT CHANNEL © 16" 0.C. W/ #18 GA. SADDLE TIES TO MAIN RUNNERS SUSPENDED CEILING CURVED EDGE DETAIL IC TILE SECTION © FRONT COUNTER SCALE 1 - - ' -0" UNDER COUNTER DROP IN REFRIGERATOR PREP SINK el!r —0" MIN. DISTANCE 6 " 12" UNDER COUNTER WATER HEATER ODIROM IWR 3c AFf. PLANTER HIDDEN ACCESS DOOR DIGITAL MENU PASS - THROUGH COUNTER DROP IN COLD PAN T.O. PARTTTION 0 4'10" 10" SNEEZE GUARD (TOTAL HEIGHT 5' ABOVE MAIN FLOOR, 4' MOVE RAISED FLOOR) COUNTER HEIGHT 30" RAISED FLOOR 12" PAPER TOWEL DISPENSER SOAP DISPENSER PLATFORM DINING AREA BY MALL THAI GO, NOODLE ZONE FLOOR PLAN SCALE 1/4 = 1' -0" 5/8" GYP. BD. CLNG. STAINLESS SHEET. STAINLESS STEEL BASEBOARD CONTOUR TRACK 3/" TOP /BOTTOM 3 " =1' -O" 7 1/2" BLACK GRANITE IILE RECEIVED CITY OF TUKWILA FEB 1 9 2008 PERMIT CENTER NM E D E S I G N S T U D I O PLANNING AND INTERIOR DESIGN 1405 BOYLSTON AVE. SEATTLE, WA 98122 TEL 206.3224323 EMA L4NFO•CATCHSTUDIO.COM WWW.CATCHSTUDIO.COM PROJECT TITLE: SHEET 11111.E: REVISIONS~ CHECKED: FILE: SHEET' 6192 REGISTERED ARCHITECT THAN SUTAN STATE OF WASHINGTON AND WESTF ELD MALL (`I`UKWLA, WA) THAI GO ELEVATION, SECTION, DETAILS INTERIOR DESIGN: CATCH DESIGN STUDIO DRAWN: NOS NARIN DATE: 02/14/08 SCALE: AS NOTED A5 DROPPED CEILING PANEL (BY MALL) UNDER COUNTER RANI WATER HEATER UNDER COUNTER T.O. PARTTION 0 3'$ DROP IN REFRIGERATOR 16 SNEEZE GUARD PREP SINK HIDDEN cW HEIGHT 36 "� 1 ACCESS DOOR FS ~ C0i 1MER GO) PAPER TOWEL DISPENSER 4t*\ ►�,. pip. !` SOAP DPENSER r r T.O. PARTITION ® 4'10° C00 ° ' _, ' 10" SNEEZE GUARD PLATE STORAGE s M Ot1 � (TOTAL HEIGHT 5' ABOVE BELOW �n� $ MAIN FLOOR. DROP IN Y r..3 WOK • MIN. TYP I 4' ABOVE RAISED FLOOR) @FA E ,I D E S I G N S T U D I O PLANNING AND INTERIOR DESIGN 1405 BOYLSTON AVE C WA 98122 SEATTLE, 206 1.. 3224323 TE p p I NFO cH q� �•►�y �Mf'u4.yl�f V�CATw1�IWV�O.JM n�fn.CATVI7�A V�O.CQM A F.F. 14' - 0" ` BULKHEAD BULKHEAD I MALL) MALL) BULKHEAD GWB PAINTED FINISH A.F.F. TOP SOFFIT FFIT GWB SO (BY TENENT) STAINLESS STEEL - PAINT BELOW A.F.F. 11' 8.75" ..9 ' I NEW GWB CURTAIN WALL �' BY TENANT RICE WARMER T GD I 3 a I COUNTER HEIGHT 30 1 ,' RAISED FLOOR 12 y RANGE it • � PAPER TOWEL DISPENSER 0 ,�. - n y � ER H Q� SOAP DISPENSER I DIMENSIONAL LETTER THAIGO SIGNAGE 2 "THK. NON - ILLUMINATED ATTACH TO THE SOFFIT l „ ' / Q .1 -• l�. ® DROP / RICE a . � - -_� � I FOOD WARMER '1� � � 18' SNEEZE GUARD " i// � �1C l � j , I tt. ,,, '� r�.11: +i F ,I�.. t•�'il�y * r� Q Q I (y .. COUNTER HEIGHT 34° • • �Q� - ms Ai % i � , e I II P OO Fs. FLOATING LIGHT TROUGH __- __ - __- __ _- - = -_ -- _ - - - -- -�FLOAl1NG � = =___ __ STAINLESS STEEL - __-�____ �__ �___-�___________ LIGHT TROUGH_ _ ___ -___ _ - ___ - = O � 0 O HOOD ENCLOSURE ° FOOD WARMER O p , j� COL�IFffi 3.'uF. O ,.�, .. ,�. % % ! 6192 REGISTERED ARCHITECT SUTAN THAN ASHIN STATE OF WASH(NGTOA! M I PLATFORM DINING AREA BY MALL A.F.F. 6.-9" 1/2" BLACK GRANITE TILE THAI GO p� S n � II 0 _ I�+ � � 4 ,, Q +�' .'.�, i . i 4 - �•••••••••••••••• ,.r 'FS SNEEZE GUARD 16" GLASS SNEEZEGUARD , CCE MAX q: % [UMW ^ 11 %� ' ��I� I„ 1 ! 3/8" TEMPERED GLASS BUTT JOINTS 1/2" NATURAL STONE TILE ,a-ii, 1 ,/,, ,/ � ' /i/ 18" GLASS SNEEZEGUARD , / / / ' / CASHIER STATION BLACK GRANITE COUNTER � in DROP � IN I fir et 0 OHS 0WCE DROP IN COLD PAN 21_ FS �, WARMER 'GOAL MENU POS O PASS - THROUGH COUNTER I I P.O.S P.O.S - , it 1 E4, • 1/2" BLACK O • z o SODA 13 U" cE� io COVER DISPLAY ] • I NATURAL STONE TILE ,2 z,2" GRANITE — „e,Q ,s s cam NEW sr ter. RECESSED CUP ACCESS , • NOODLE ZONE �� P I CO DROP N LD PAN THAI GO, NOODLE ZONE FLOOR PLAN . ° x2 ° GLASS MOSAIC ] — _z nLF I 1 SCALE 1/4 = 1' -0" 26' -* h 4 ELEVATION (THAI GO FRONT) TOP SOFFIT A6 STEEL PROJECT TITLE: ® , , �i 1 r N l� i ,/. 7rc , t n � AND ` /f/ d - NI Y �` WEST MALL (TUKWILA, , r ( .` r' fir-. WA) ® A.F.F. 11'- 8.75" 0 SIGNAGE BACKIN ATTACH TO THE SOFFIT DIMENSIONAL LETTER 1 III - -SNEEZE GUARD 3/8" TEMPERED GLASS BUTT JOINTS BLACK GRANITE COUNTER ® UV BONDING — CERAMIC TILE UV STAINLESS STEEL — COUNTER STAINLESS SCREEN THAIGO SIGNAGE 2 THK. NON- ILLUMINATED MOUNTED T L ED GE _ >) P.O.S _ s P. as - , r � _ 9,„ TRAY NI STORAGE TRAY STORAGE FRONT VIEW SIDE VIEW STEEL AND STAINLESS 11LES STAINLESS CABINETRY BASE STEEL AND BASE THAIGO SIGNAGE DETAIL ELEVATION THAI GO FRONT COUNTER n SCALE 1n=1'-o. f "I- 3/8" THREADED STEEL ROD 3/8" THREADED STEEL ROD -" FROM FLOATING LIGHT TROUGH FROM FLOATING LIGHT TROUGH TO METAL DECK SLAB TO METAL DECK SLAB DIMENSIONAL LETTER NOODLE ZONE SIGNAGE 2 "THK. NON-ILLUMINATED ATTACH TO FLOATING LIGHT TROUGH 1/2" STEEL STAINLESS CABINETRY ■■■ SHEET TITLE S' o � �� A r � I N .■■ THAI GO ELEVATION, o I ' SECTION, DETAILS __.____ __________ ____ _________�____________ - r 1 1 ■ A 11111 -_ _ FLOATI \G LIGHT TROUGH REVISION& NOODLE ZONE SIGNAGE ' . 4 --- ` A FORMED STAINLESS STEEL 1' 12 ELEVATION (THAI GO FRONT ISLAND) DETAIL 16 GAUGE. SECTIO\ A —A A6 SCALE 1 "= 1'--0" 11 STAINLESS BLAC< SCREEN GRANITE STEEL BLACK GRA 1 1.-o- ®V � } , t t SNEEZE GUARD OR DES' CATCH DESIGN STUDIO DRAWN: NOS N I ' _ � � ®�p�� SNEEZE GUARD 3 / S" TEvIPERED —GLASS BUTT JOINS ®� 7� ® W i aP R — A, '10 13 va C,t! 0 .. � �t ® 3/8 TEMPERED UV BO\ DI \ G STAINLESS STEEL — I GLASS BUTT JOI\TS UV BONDI \G STAINLESS STEEL BLACK [COUNTER �' CHECKED `• BLACK GRANITE STAINLESS STEEL COUNTER DATE: 02/14/08 A \ITE t GRANITE SCALE: AS NOTED X XX ›<-I o X I �— ._I _2" NATURAL STONE TILE ALL - • 1 COVE COVE . J e e . " = o ` COVE T LIGHT N 4 .. --, LIG \, J "X2" -- "X2" GLASS SHEETS A6 4 " N 2 "X2" 2 GLASS GLASS e : e e vOSAIC TILE VOSAIC TILE vIOSAIC TILE ,I X ■ f� STAINLESS STE -L I STAINLESS ST I r rl �STAI \LESS STEEL — =E_ ` —STAI \LESS STEEL 2' - 10" 2' -10' 2 -10" RECEIVED p 2 1 1i CITY OF TUKWILA fi SECTION @ FRONT COUNTER SECTION @ FRONT COUNTER SECTION @ FRONT COUNTER SECTION @ FRONT COUNTER SECTION @ ISLAND FEB 1 9 2008 0 SCALE ,• =,'-O" SCALE ,•_, D" sou 1• =1'-0• © SCALE ,• =,'-u• SCALE 1°_l. -0° 0 PEI-(MIT CENTER ABOVE DESIGN STUDIO PLANNING AND INTERIOR DESIGN 1405 BOYLSTON AVE. SEATILE, WA 98122 TEL 208.3224323 FMMANFOGCATOHSTUDIO.COM WWW.CATCHSTUDIO.COM 2 1W1 , .------■ C'\1- Li_ .— 0 Lu > —I u__I Ld in > I__Li .,— 0 ____I LC) L,_,..._...„, I ii ----- H- 177'-2" I I -. 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COLD ROLLED CHANNEL CO 48" O.C. THAIGO SIDE LIGHT TROUGH ATTACHES TO HOOD ENCLOSURE 16-71" LATERAL BRACING. 4 -12 GA. SPLAYED WIRES (90' FROM EACH OTHER) SPACED ® 12' -0" O.C. EA. WAY & 48" MAX. FROM WALLS, AND LOCATED AT INTERSECTIONS OF MAIN & CROSS RUNNERS, W/4 TIGHT TURNS IN 1 -1/2" AT BOTH ENDS OF WIRES, TYP. SUSP. GYP. BD. CLNG. GRID + BRACING SCALE LEASE LINE LEASE LINE COMPRESSION STRUT CONVERGENCE OF SPLAYED WIRES. 1 1/2 " =1' —O' ( 3 NEW SOFFIT 4" X 1 6GA. MTL. STUD. © 24" O.C. NOODLE ZONE SIGNAGE #8 HANGER WIRE ® 48" O.C. MAX. A4 MAIN RUNNER: 1 1/2" X 16 GA. COLD ROLLED CHANNEL 16" 0.C. CROSS RUNNER: 3/4" X 20 GA. HAT CHANNEL © 16" O.C. W/ #18 GA. SADDLE 11ES TO MAIN RUNNERS BULK HEAD (BY MALL) NEW SOFFIT HOOD ENCLOSURE LEASE LINE BULKHEAD(BY MALL A.F.F NEW �OFf IT • L, 1 d: A.F 12 NOODLE ZONE COUNTER SECTION VIEW N 3RD FLOOR AFF. 19' -6" ROSS DAM (BY MALL) A.F.F. 14-0 FLOATING LIGHT TROUGH — FLOATING LIGHT TROUGH AFF. 1 -6 HOOD ENCLOSURE AF.F" LIGHT TROUGH HANGING LOCATION 3/8" THREADED STEEL ROD FROM FLOATING LIGHT TROUGH TO METAL DECK SLAB DROPPED CEIUNG PANEL (BY MALL DROPPED CEILING PANEL (BY MALL* ALF. 14 -0" FLOATING LIGHT TROUGH A.F.F. Y -G HOOD ENCLOSURE, AFT. 6' -9' SUSPENDED GWB CEIUNG AF.F. 12' -to' In L HOOD ENCLOUSER AND NEW SOFFIT FRAMING PLAN SCALE 3/3" = 1'-0" S1 HOOD ENCLOUSER AND NEW SOFFIT FRAMING PLAN SCALE 3/8" = 1' -0" CONTOUR TRACK 3% "X25G. TOP /BOTTOM FINISH EDGE OF CEILING WITH CORIAN BULKHEAD A.F.F. 12' -6" NEW SOFFIT A.F.F. 12' —O' 0 BY MALL %" GYP. BD. LANDLORD SUPPLIED BULKHEAD N 24'41? TENANT GYP.BD CEILING SEE DETAIL 4" X 16GA. MTL. STUD. STEEL JOISTS © 24 O.C. #8 HA GER W ® 24 "0. 6 "C 12GA. %"O MB @24 "O.C. W/ STD WASHERS E T (HOOD ENCLOSURE) 6" X 16GA. MTL STUDS © 24" O.C. 0 MALL NOTES LANDLORD WILL FRAME AND INSTALL GYPBD OVER TENANTS SPACE (CURTAIN WALL) TO 1EMINATE 12' -6" ABOVE FINISH FLOOR. TENANT WILL BE RESPONSIBLE FOR ANY ADDITIONAL FRAMING AND SUPPORT FOR THEIR DESIGN CEILING. IF ATTACHING TO LANDLORD'S VERTICAL BULKHEAD TENANT WILL BE RESPONSIBLE FOR THE ADDITIONAL FRAMING AND BRACING REQUIRED TO SUSTAIN BOTH CANOPIES AND CEILING. COORDINATE WITH WESTFIELD'S ON SITE TENANT COORDINATOR FOR ANY OTHER FRAMING REQUIREMENTS. 4" TRACK 7 FLOATING LIGHT TROUGH STAINLESS STEEL 1/2" BLACK GRANITE TILE 3 FLOATING LIGHT TROUGH STAINLESS STEEL (2) #12 SELF TAPPING SCREWS AT EACH FLANGE ONT. 6' TRACK 12 GA. SCA STRAIGHT " x4" EXPANSION BOLTS © o.c. W/ 3 "X3'XY "' PLATED WASHERS TOP VIEW N (4) #12 SCREWS AT EACH END 1 V (HOOD ENCLOSURE STRUCTURE DETAIL) 6 "X 16 GA. MTh STUDS 0 24" O.C. W/ RUNNERS TOP AND BOTTOM (4) #12 SCREWS AT EACH END 4"MTL STUD BRACING TO STRUCTURE ABOVE @ 4' -0' O.C. MAX. r • r7 • n INSTALL 5/S SLEEVE OVER THREADED RODS 3/8' THREADED STEEL, ROD FROM FLOATING UGHT TROUGH TO METAL DECK SLAB FORMED STAINLESS STEEL 16 GAUGE. RECESSED DOWN UGHT 4 CORNERS 50W. SUPPORT. 0 16" O.C. R.OATING LIGHT TROUGH DETAL SCALE (HOOD ENCLOSURE) 6" X 16GA. MTh STUDS 24" O.C. 78" SCREW TO HOOD ENCLOSURE MTh STUDS @ THAI GO SIDE (SEE CEILING FRAMING PLAN) 13° =1' -0" NO 7 * S'P / SP iZCr - r r lS f dv r. F-c) F., K p Anr S f o r\) ' c cr7• s " 08 09(0 (HOOD ENCLOSURE) 6 "X160A.MIL STUDS © 24" O.C. 0 SCALE COLUMN WRAP 4'X20 GA. MTL. STUD FRAMING (HOOD ENCLOSURE STRUCTURE DETAIL) 6 "X 16 GA. MTL STUDS W/ RUNNERS TOP AND BOTTOM %i SCREW TO STRUCTURE COLUMN NRAP MTL STUDS 0 NOODLE ZONE SIDE "OMB ©24"0.C. W/ STD WASHERS TENANT GYP.BD CEILING STRAIGHT SOFFIT EDGE DETAIL •.J' .• �'�''��. %/ �6'SCREW TO I STRUCNRE / ' COLUMN WRAP � , COW, ZDNE Ir �fiosr�i ,, � I t SOFFIT ATTACH THE COLUME SCALE 1 " =1' -0" NEW GWB SOFFIT 3fi"SCREW di FRONT Y4 SAFETY GLASS PANEL OVER HOOD ENCLOSURE STAINLESS STEEL UP TOP AND BOTTOM %"SCREW ©FRONT/BOTTOM GLASS PANEL COVER DETAIL SCALE 1 " =1' -0" c=);1' WASHER Q CONCRETE WEDGE ANCHOR FASTENER TI-FEADED STIM ROD CONNECTION SCALE ILTB • #8 HANGER WIRE C�? 24 "O.C. LANDLORD SUPPLIED BULKHEAD 4" X 16GA. MTL. STUD. STEEL JOISTS © 24" O.C. 1 1/2 " -1'-O' y2 PLYWD BACKING 5 A" GYP. BD. NEW SOFFIT FRAMING 4 "X16GA" M11_ STUD- FINISH EDGE OF CEILING WITH CORIAN CITY OF 1 LiVs.v 'YiL , MAR 2 7 2000 PERMIT CENTER h" BLACK GRANITE 3 D E S I G N S T U D I O PLANNING AND INTERIOR DESIGN 1405 BOYLSTON AVE. SEATTLE, WA 98122 TEL 206.322.4323 E- MAIL4NFO•CATCHSTUDIO.COM WWW.CATCHSTUDIO.COM STRUCTURAL ENGINEER: JOHN CHOU REVISIONS~ SHEET' C L• F ( $ t ° f , we i' i .-) Qaz 117��01 SENIOR ARCHITECT: THAN SUTAN 206.334.0892 6192 REGISTEREO ARCHITECT WASHING STATE OF WASHINGTON PROJECT TITLE: AND WESTFIELD MALL (TUKWILA, WA) SHEET TITLE: CEILING FRAMING PLAN, SECTION, AND DETAILS INTERIOR DESIGN: \\ CATCH DESIM STUDIO DRAWN: IBS NARIN CHECKED DATE: SCALE AS NOTED FILE: 03/25/08 S1 !% GYP. B ■ FINISH PER SCHEDULE METAL B� Y MALL -. - . • COLUMN :- 1 111111111 { • / / e / t . /J� / J�/J/�� '�/ J/ � 1 .tea : ��1 IP ": 0 / / / ///!��i .ice/ �r'1° ��, 1 , y . �i�i�ififir / / /% r i rA� f�� /IUr'�'��`�� /� �� { / � � % A / Z. �i M + + #O + + + +I.......................... + + + + + + + + I j �� + + + + HOOD ENCLOSURE 6 ■ r'y� � I ' i '# 1 f 1 ++ E � tftlatuje + ANA r P° I + I �j� � � � HOOD ENCLOSURE 6' raw nFr /24, f / / / / % / / / /J/%l % / / //Ag or • AI Ao ..: . � // Z' U// l/. �� d. rii�J,i��rla >tuA t' i iii�►i� i ii ; .GrD/ / / / / / / / //. 1'J•J• 'J1JI!/I�f /Iris IJJ /!/ _ .� -. L L Arr ii ice. + + + + + + + + + + + + + + + + + + + + + + + LEASE LINE THAIGO SIGNAGE CEILING FRAMING PLAN SCALE 3/8" = 1' -0" 8 GA. VERT. HANGER WIRE © 48" O.C. EA. WAY, W/3 TIGHT TURNS IN 1 1/2" AT BOTH ENDS OF WIRE, TYP. SADDLE TIE: MIN. 2 STRANDS OF 18 GA. WIRE CROSS RUNNER: 3/4" X 20 GA. HAT CHANNEL 16 0.C. MAIN RUNNER. 1 1 /2" X 16 GA. COLD ROLLED CHANNEL CO 48" O.C. THAIGO SIDE LIGHT TROUGH ATTACHES TO HOOD ENCLOSURE 16-71" LATERAL BRACING. 4 -12 GA. SPLAYED WIRES (90' FROM EACH OTHER) SPACED ® 12' -0" O.C. EA. WAY & 48" MAX. FROM WALLS, AND LOCATED AT INTERSECTIONS OF MAIN & CROSS RUNNERS, W/4 TIGHT TURNS IN 1 -1/2" AT BOTH ENDS OF WIRES, TYP. SUSP. GYP. BD. CLNG. GRID + BRACING SCALE LEASE LINE LEASE LINE COMPRESSION STRUT CONVERGENCE OF SPLAYED WIRES. 1 1/2 " =1' —O' ( 3 NEW SOFFIT 4" X 1 6GA. MTL. STUD. © 24" O.C. NOODLE ZONE SIGNAGE #8 HANGER WIRE ® 48" O.C. MAX. A4 MAIN RUNNER: 1 1/2" X 16 GA. COLD ROLLED CHANNEL 16" 0.C. CROSS RUNNER: 3/4" X 20 GA. HAT CHANNEL © 16" O.C. W/ #18 GA. SADDLE 11ES TO MAIN RUNNERS BULK HEAD (BY MALL) NEW SOFFIT HOOD ENCLOSURE LEASE LINE BULKHEAD(BY MALL A.F.F NEW �OFf IT • L, 1 d: A.F 12 NOODLE ZONE COUNTER SECTION VIEW N 3RD FLOOR AFF. 19' -6" ROSS DAM (BY MALL) A.F.F. 14-0 FLOATING LIGHT TROUGH — FLOATING LIGHT TROUGH AFF. 1 -6 HOOD ENCLOSURE AF.F" LIGHT TROUGH HANGING LOCATION 3/8" THREADED STEEL ROD FROM FLOATING LIGHT TROUGH TO METAL DECK SLAB DROPPED CEIUNG PANEL (BY MALL DROPPED CEILING PANEL (BY MALL* ALF. 14 -0" FLOATING LIGHT TROUGH A.F.F. Y -G HOOD ENCLOSURE, AFT. 6' -9' SUSPENDED GWB CEIUNG AF.F. 12' -to' In L HOOD ENCLOUSER AND NEW SOFFIT FRAMING PLAN SCALE 3/3" = 1'-0" S1 HOOD ENCLOUSER AND NEW SOFFIT FRAMING PLAN SCALE 3/8" = 1' -0" CONTOUR TRACK 3% "X25G. TOP /BOTTOM FINISH EDGE OF CEILING WITH CORIAN BULKHEAD A.F.F. 12' -6" NEW SOFFIT A.F.F. 12' —O' 0 BY MALL %" GYP. BD. LANDLORD SUPPLIED BULKHEAD N 24'41? TENANT GYP.BD CEILING SEE DETAIL 4" X 16GA. MTL. STUD. STEEL JOISTS © 24 O.C. #8 HA GER W ® 24 "0. 6 "C 12GA. %"O MB @24 "O.C. W/ STD WASHERS E T (HOOD ENCLOSURE) 6" X 16GA. MTL STUDS © 24" O.C. 0 MALL NOTES LANDLORD WILL FRAME AND INSTALL GYPBD OVER TENANTS SPACE (CURTAIN WALL) TO 1EMINATE 12' -6" ABOVE FINISH FLOOR. TENANT WILL BE RESPONSIBLE FOR ANY ADDITIONAL FRAMING AND SUPPORT FOR THEIR DESIGN CEILING. IF ATTACHING TO LANDLORD'S VERTICAL BULKHEAD TENANT WILL BE RESPONSIBLE FOR THE ADDITIONAL FRAMING AND BRACING REQUIRED TO SUSTAIN BOTH CANOPIES AND CEILING. COORDINATE WITH WESTFIELD'S ON SITE TENANT COORDINATOR FOR ANY OTHER FRAMING REQUIREMENTS. 4" TRACK 7 FLOATING LIGHT TROUGH STAINLESS STEEL 1/2" BLACK GRANITE TILE 3 FLOATING LIGHT TROUGH STAINLESS STEEL (2) #12 SELF TAPPING SCREWS AT EACH FLANGE ONT. 6' TRACK 12 GA. SCA STRAIGHT " x4" EXPANSION BOLTS © o.c. W/ 3 "X3'XY "' PLATED WASHERS TOP VIEW N (4) #12 SCREWS AT EACH END 1 V (HOOD ENCLOSURE STRUCTURE DETAIL) 6 "X 16 GA. MTh STUDS 0 24" O.C. W/ RUNNERS TOP AND BOTTOM (4) #12 SCREWS AT EACH END 4"MTL STUD BRACING TO STRUCTURE ABOVE @ 4' -0' O.C. MAX. r • r7 • n INSTALL 5/S SLEEVE OVER THREADED RODS 3/8' THREADED STEEL, ROD FROM FLOATING UGHT TROUGH TO METAL DECK SLAB FORMED STAINLESS STEEL 16 GAUGE. RECESSED DOWN UGHT 4 CORNERS 50W. SUPPORT. 0 16" O.C. R.OATING LIGHT TROUGH DETAL SCALE (HOOD ENCLOSURE) 6" X 16GA. MTh STUDS 24" O.C. 78" SCREW TO HOOD ENCLOSURE MTh STUDS @ THAI GO SIDE (SEE CEILING FRAMING PLAN) 13° =1' -0" NO 7 * S'P / SP iZCr - r r lS f dv r. F-c) F., K p Anr S f o r\) ' c cr7• s " 08 09(0 (HOOD ENCLOSURE) 6 "X160A.MIL STUDS © 24" O.C. 0 SCALE COLUMN WRAP 4'X20 GA. MTL. STUD FRAMING (HOOD ENCLOSURE STRUCTURE DETAIL) 6 "X 16 GA. MTL STUDS W/ RUNNERS TOP AND BOTTOM %i SCREW TO STRUCTURE COLUMN NRAP MTL STUDS 0 NOODLE ZONE SIDE "OMB ©24"0.C. W/ STD WASHERS TENANT GYP.BD CEILING STRAIGHT SOFFIT EDGE DETAIL •.J' .• �'�''��. %/ �6'SCREW TO I STRUCNRE / ' COLUMN WRAP � , COW, ZDNE Ir �fiosr�i ,, � I t SOFFIT ATTACH THE COLUME SCALE 1 " =1' -0" NEW GWB SOFFIT 3fi"SCREW di FRONT Y4 SAFETY GLASS PANEL OVER HOOD ENCLOSURE STAINLESS STEEL UP TOP AND BOTTOM %"SCREW ©FRONT/BOTTOM GLASS PANEL COVER DETAIL SCALE 1 " =1' -0" c=);1' WASHER Q CONCRETE WEDGE ANCHOR FASTENER TI-FEADED STIM ROD CONNECTION SCALE ILTB • #8 HANGER WIRE C�? 24 "O.C. LANDLORD SUPPLIED BULKHEAD 4" X 16GA. MTL. STUD. STEEL JOISTS © 24" O.C. 1 1/2 " -1'-O' y2 PLYWD BACKING 5 A" GYP. BD. NEW SOFFIT FRAMING 4 "X16GA" M11_ STUD- FINISH EDGE OF CEILING WITH CORIAN CITY OF 1 LiVs.v 'YiL , MAR 2 7 2000 PERMIT CENTER h" BLACK GRANITE 3 D E S I G N S T U D I O PLANNING AND INTERIOR DESIGN 1405 BOYLSTON AVE. SEATTLE, WA 98122 TEL 206.322.4323 E- MAIL4NFO•CATCHSTUDIO.COM WWW.CATCHSTUDIO.COM STRUCTURAL ENGINEER: JOHN CHOU REVISIONS~ SHEET' C L• F ( $ t ° f , we i' i .-) Qaz 117��01 SENIOR ARCHITECT: THAN SUTAN 206.334.0892 6192 REGISTEREO ARCHITECT WASHING STATE OF WASHINGTON PROJECT TITLE: AND WESTFIELD MALL (TUKWILA, WA) SHEET TITLE: CEILING FRAMING PLAN, SECTION, AND DETAILS INTERIOR DESIGN: \\ CATCH DESIM STUDIO DRAWN: IBS NARIN CHECKED DATE: SCALE AS NOTED FILE: 03/25/08 S1 APPLICANT COPY -R ECEIVED JAN 0 8 2008 ALIC R SQUARE l LEVEL 1: FRAGRANCE =SWIM MIENS SHOES WOLTERS SHOES MEN'S FURNISHINGS BE MS SPORTSWEAR JEWELRY LEVELS; WOLENSA'PAREL JUNIORS APPAREL HONE LEVEL 3: NORDSTROM CAFE MS SHOES PETITE APPAREL CHILORE W IOOCLERS$NFANT CLOTHING CUSTOMER SERVICE NORDSTROM THREE LEVELS 171.27541 THREE LEVELS 174,53041 LEVEL 1: ACCESSORIES FRAGRANCE HIIWH RESOURCES JEWELRY JUNIORS MIENS CLOTHING SHOES LEVELS BATH BECONO INTIMATE APPAREL HEARING AIDS HOUSE KIDS OPTICAL PETRES PORTRAIT STUDIO W24 WATCHES LEVELS: TOOLSMANT SPORTING COOS SEASONAL ELECTRONICS APPLIANCES LEVELI; INTIMATE APPAREL JUNICR'SAPPAIA. K IDS WOMEN 1424 YOUNG mars LEVELS COSLERCS & FRAGRANCE lun S SOR ES JEWELRY HOSIERY MELDS CLOTHING MENSSHCES WOLEN$SHCES LEVELS O RFCGES PORES WOMENS APPAREL LEVEL& BED a BATH BRIDALS GIFT REGISTRY CFWACRYSTAL HOUSEWARES LUGGAGE IJATTRF_SSES FOUR LEVELS 250,40747 q• _0" N OF THEA iER ASOVE mervyrvs TWO LEVELS 65,237x1 LEVELS W AiENS PERMS JUNIORS WOMEN'S SHOES LOO'S SHOES LEVELS MEN'S FURNISHINGS MIENS SHOES SALON POHTRARSTUOW CHpAREN'S APPAREL oi WW1 84 84 84 LL V 2d 31 -ll' 3!1' - 2' O 10 11 THAI GO MENU: THAI TASTE Vegetarian Spring Rolls $2.25 NOODLES Choice of Chicken, Beef, Pork or Tofu $6.50 Prawns $7.50 1. PUD THAI Stir -fried with noodles, served with fresh bean sprouts & fresh cut 2. PUD SEE EW Fried with noodles, egg, & broccoli 3. PUD KEE MAO Stir -fried with noodles, egg, & basil. 4. RAD NA Broccoli mixed with gravy & noodles. 5. PUD BA MEE Egg noodles and veggies STIR FRIES & CURRIES Choice of Chicken, Beef, Pork or Tofu $6.50 Prawns $7.50 SERVED WITH RICE 6. GOLDEN CASHEW Veggies, chillies, cashew nuts & sauce. 7. SHOWERING RAMA Baby Bok Choy & peanut sauce. 8. EMERALD GARLIC Lots of fresh garlic and broccoli. 9. GINGER GARDEN Lots of fresh sliced ginger & veggies. 10. ROYAL SWEET & SOUR Pineapple & veggies in sauce. it THAI BASIL Fresh basil, veggies & chilies. 12. THAI FRIED RICE With broccoli, tomatoes & onion. 13. RED CURRY Red curry paste & coconut milk with bamboo shoots & basil. 14. GREEN CURRY Green curry paste & coconut milk with eggplant & basil. SOUP 16. TOM KA GAI Hot and sour soup with chicken, coconut milk, and fresh herbs. $5.95 17. TOM YUM GOONG Hot & sour soup with prawns, and fresh herbs. $6.95 -D• i 1e 1r 1e SUBJECT 8 ze ® ®•_a SE -V I tin• FOCO COMIT PLAN zees w DESSERT Black Sticky Rice $1.95 BEVERAGES • .n" . ;n' nt 19 " -7 25 J. 84 lime. Pepsi, Diet Pepsi, 7 -Up $1.50 Thai Iced Tea $1.95 Thai Iced Coffee $1.95 Dole Juices $1.95 Aquafina Water $1.50 NOODLE ZONE MENU: NOODLE SOUP 1.WONTON NOODLE 2. TOM TUM NOODLE SOUP FRIED RICE 3. SIMPLE FRIED RICE 4. BASIL FRIED RICE 5. PINEAPPLE FRIED RICE 6. CHILI PASTE FRIED RICE STIR FRIED NOODLE 7. PUD SEE EW 8. DRUNKEN NOODLES 9. SEN MEE CHICKEN 10. SHIANGHAI NOODLES 11. SINGAPORE NOODLES 12. THAI PEANUT SAUCE 13. MALAGA NOODLES PASTA 14. SPAGHETTI WITH TOMATO SAUCE 15. PLAIN SPAGHETTI 16. MIZHITRA SPAGHETTI 17. PENNE TACO SAUCE 18. THAI PEANUT SPICY SAUCE 19. FETTUCCINE ALFREDO 20. PENNE GARLIC SAUCE 84 84 SITE PLAN N.T,S GF A. GENERAL NOTE: 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION BETWEEN SUBCONTRACTORS BASED ON ENTIRE SET OF DOCUMENTS. NO EXTRA COMPENSATION WILL BE GIVEN TO A BIDDER OR SUPPLIER WHO HAS BID FROM AN INCOMPLETE SET OF CONSTRUCTION DOCUMENTS. IN CASE OF INCONSISTENCIES OR DISCREPANCIES BETWEEN DRAWING THE MOST STRINGENT NOTE OR CONDITION SHALL APPLY AND THE CONTRACTOR SHALL NOTIFY OWNER /ARCHITECT OF SUCH DISCREPANCIES. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO STARTING CONSTRUCTION. 3. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A CURRENT SET OF CONSTRUCTION DRAWINGS ON SITE DURING CONSTRUCTION. THE CONTACTOR SHALL INDICATE ON THESE PLANS ALL APPROVED CHANGES TO THIS WORK. THIS SET SHALL BE TURNED OVER TO OWNER /ARCHITECT WHEN THE PROJECT IS COMPLETE. 4. IF ANY ERRORS, DISCREPANCIES OR OMISSIONS APPEAR ON THESE DRAWINGS, OSPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY OWNER /ARCHITECT IMMEDIATELY. 5. NO MATERIAL SUBSTITUTIONS WILL BE ALLOWED UNLESS SUBMI I I>=D IN WRITING TO OWNER /ARCHITECT FOR APPROVAL IN WRITING. NOTIFICATION MUST BE SUBMITTED WITHIN 10 WORKING DAYS OF CONTRACT. 6. THE CONTRACTOR IS REQUIRED TO PROVIDE A LIST OF ALL SUBCONTRACTORS TO BE USED AND SUBMIT LIST TO THE OWNER /ARCHITECT WITHIN 10 WORKING DAYS OF CONTRACT AWARD. 7. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING IN AND VERIFYING ALL SHIPMENTS OF OWNER SUPPLIED MATERIALS. THIS INCLUDES VERIFYING PACKAGING LISTS AGAINST ORDER FORMS ABD BILLS OF LOADING. IF THIS IS NOT DONE, THE CONTRACTOR WILL BEAR THE COST OF ANY EXPEDITED FREIGHT CHARGES TO MEET THE CONSTRUCTION SCHEDULE. THE CONTRACTOR IS RESPONSIBLE FOR FILING DAMAGE REPORTS AND MUST MAINTAIN PACKING MATERIALS FOR SHIPMENT OF DAMAGED ITEMS. 8. THE CONTRACTOR SHALL KEEP ALL HANDBOOKS AND PAPERWORK INCLUDING ALL PACKAGING SLIPS LANDING IN A MARKED ENVELOPE. THIS ENVELOPE IS TO BE TURNED OVER TO THE OWNER. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN UP OF ALL TRADES. 10. THE DRAWINGS ARE NOT TO BE SCALED. 11. THESE DRAWINGS ARE NOT TO BE ALTERED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM OWNER OR FROM OWNER'S ARCHITECT. 12. G.C. TO PROVIDE AND COORDINATE INSTALLATION OF TEMPORARY BARRICADES AND DUST PROTECTION AS REQUIRED BY BUILDING OWNER. 13. ALL CONSTRUCTION TO CONFORM TO ALL APPLICABLE CODES AND ORDINANCES. 14. ALL DIMENSIONS ARE TO EITHER THE CENTERLINE OR TO THE FACE OF STUDS, UNLESS NOTED OTHERWISE. 15. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF LIGHTING WITH ELECTRICAL DRAWINGS. 16. ELECTRICAL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL LIGHT FIXTURE SUPPORTS. GENERAL REQUIREMENTS: 1. DETAILS ARE INTENDED TO SHOW THE METHOD AND MANNER OF ACCOMPLISHING WORK. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT THE JOB DIMENSIONS AND CONDITIONS AT THE SITE BEFORE STARLING ANY WORK. 2. VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE BEFORE STARTING ANY WORK. 3. VERIFY LOCATION AND SIZE OF ALL OPENINGS WITH ALL DRAWINGS AND MANUFACTURED ITEMS WHERE APPLICABLE. 5. GLASS AND GLAZING SHALL CONFORM WITH THE CODE, AND WITH THE U.S. CONSUMER PRODUCT SAFETY COMMISSION REQUIREMENTS. GLAZED OPENINGS WITH LESS THAN 18 INCHES ABOVE ADJACENT FLOOR SHALL BE TEMPERED GLASS APPROVED FOR IMPACT HAZARD. 6. IN ALL INSTANCES PROVIDE ISOLATION OF ALUMINUM FROM ADJACENT STEEL. 7. MECHANICAL VENTILATION FOR MECHANICAL /UTILITY ROOM SHALL BE IN THE AMOUNT OF ONE (1) COMPLETE AIR CHANGE EVERY 8 TO 10 MINUTES MINIMUM. SEE MECHANICAL DRAWINGS. 8. PROVIDE ALL NECESSARY BACKING AND FRAMING FOR WALL - MOUNTED ITEMS, LIGHT ❑FIXTURES AND ALL OTHER ITEMS REQUIRING SAME. 9. ROOF DRAINS DISCHARGING WATER MUST BE CONDUCTED UNDER SIDEWALK. B. SECURITY REQUIREMENTS: 1. GLAZED OPENINGS WITHIN 40" OF THE DOOR LOCK WHEN THE DOOR IS IN THE CLOSED POSITION SHALL BE FULLY TEMPERED GLASS. 2. PIN -TYPE HINGES WHICH ARE ACCESSIBLE FROM OUTSIDE WHEN THE DOOR IS CLOSED SHALL HAVE NON - REMOVABLE HINGE PINS. IN ADDITION, THEY SHALL HAVE ❑MINIMUM 1/4" DIAMETER STEEL JAMB STUD WITH 1/4" MINIMUM PROJECTION UNLESS THE HINGES ARE SHAPED TO PREVENT REMOVAL OF THE DOOR IF THE HINGE EIPINS ARE REMOVED. 3. DEAD BOLTS SHALL CONTAIN HARDENED INSERTS. 4. STRAIGHT DEADBOLTS SHALL HAVE A MINIMUM THROW OF 1" AND AN EMBEDMENT OF NOT LESS THAN 5/8 ". 5. A HOOK- SHAPED OR AN EXPANDING LUG DEADBOLT SHALL HAVE MINIMUM THROW OF 3/4" 6. CYLINDER GUARDS SHALL BE INSTALLED ON ALL CYLINDER LOCKS WHENEVER THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS OTHERWISE ACCESSIBLE TO GRIPPING TOOLS. C. ENERGY REQUIREMENTS: 1. OPENINGS IN ENERGY INSULATED WALLS SHALL BE PROPERLY WEATHER - STRIPPED OR ❑GASKETED TO LIMIT AIR INFILTRATION. 2. A CERTIFICATE OF COMPLIANCE FOR INSULATION INSTALLATION SIGNED BY THE INSULATION CONTRACTOR AND THE GENERAL CONTRACTOR SHALL BE PROMINENTLY POSTED ON THE SITE. D. FIRE REQUIREMENTS: 1. ALL REQUIRED EXITS SHALL OPEN FROM INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. EXIT DOORS SHALL SWING IN THE DIRECTION OF THE EXIT. \FRAL OTES: EXITS: 1. ALL REQUIRED CORRIDORS WILL HAVE A MINIMUM WIDTH OF 66 ". 2. AN EXIT WALKWAY WITH A MINIMUM WIDTH OF 44" SHALL BE MAINTAINED CONTINUOUSLY TO A PUBLIC WAY. 3. EXIT PATHS OR WALKWAYS TO PUBLIC WAY SHALL BE CLEARLY DELINEATED. EXIT PATHS MAY BE DELINEATED BY PAINTED LINES, RAILINGS, BARRIER POSTS, WALKS, OR OTHER APPROVED MEANS. 4. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING 50 OR MORE PERSONS. SPECIAL NOTES: 1. TENANT CONTRACTOR SHALL PERFORM FIRST -CLASS WORKMANSHIP. ACCEPTANCE CONTINGENT UPON LANDLORD APPROVAL. 2. AFTER PROPERTY OWNER APPROVAL, ANY CHANGES OR MODIFICTIONS IN THE DOCUMENTS OR TENANT IMPROVEMENTS MUST BE APPROVED BY PROPERTY OWNER IN WRITING. 3. TENANT CONTRACTOR WILL REPAINT AND/ OR REPAIR LANDLORD PROPERTY (NEUTRAL PIERS, BULKHEAD, REAR CORRIDOR, ETC.) DAMAGED DURING TENANT IMPROVEMENT. 4. "HAZARDOUS SUBSTANCE" IT IS THE RESPONSIBILITY OF THE TENANT AND THE TENANT'S CONTRACTOR(S) WHEN PREPARING FOR AND PROCEEDING WITH CONSTRUCTION IN THE PREMISES, TO COMPLY WITH ALL REQUIREMENTS OF ALL APPLICABLE LAWS CONCERNING HAZARDOUS SUBSTANCES. THE TENANT SHALL NOT PERMIT THE INSTALLATION OR USE OF ANY HAZARDOUS SUBSTANCES IN ANY COMPONENT OF THE PREMISES DURING ITS TENANCY. 5. TENANT IS LIABLE FOR COMPLIANCE WITH ALL REQUIREMENTS OF LANDLORDS FIRE PROTECTION ENGINEERS DURING ORIGINAL CONSTRUCTION AND ALL SUBSEQUENT FIELD INSPECTIONS. 6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR WITH DESIGNER TO FIELD VERFY DIMENSIONS, UTILITY LOCATIONS AND CONDITIONS BEFORE AND DURING CONSTRUCTION. 7. ALL REUSED MATERIAL AND EQUIPMENT MUST BE REFURBISHED TO "LIKE NEW" CONDITION. 8. APPROVAL IS SUBJECT TO VERIFICATION OF CONDITIONS AND COMPLIANCE WITH PROCEDURES FROM LOCAL PROPERTY OWNER PROPERTIES AUTHORITY. 9. ALL MATERIALS USED IN THE CONSTRUCTION OF THIS SPACE MUST BE ASBESTORS FREE. 10. ALL MODIFICATIONS TO THE SPRINKLER SYSTEM ARE TO BE PERFORMED BY A LAND 1 APPROVAL CONTRACTOR AT THE TENANT'S EXPENSE. 11. iT SHALL BE NOTED BY THE GENERAL CONTRACTOR AND ALL SUB - CONTRACTORS THAT THIS SET OF PLANS AND THE INFORMATION CONTAINED WITHIN THEM, IN NO WA' RELIEVES SAID PARTIES OF THEIR RESPONSIBILITY TO INVESTGATE AND COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES AND TO PERFORM ALL WORK TO THE HIGHEST OF STANDARDS DP SCOPE OF WORK TENANT IMPROVEMENT: THAI GO AND NOODLE ZONE IN NEW BUILDING. PROJECT STATISTICS PROJECT ADDRESS: 633 SOUTHCENTER MALL TUKWILA, WA 98188 CODES USED: ZONING: COMMERCIAL TYPE OF CONSTRUCTION: FULLY SPRINKLERED TAX PARCEL NO.: PROJECT AREA: PROJECT INFORMATION PROJECT ADDRESS: OWNER: LANDLORD: INTERIOR DESIGN: ENGINEER: 2006 INTERNATIONAL BUILDING CODE WASHINGTON STATE ADMENDMENTS TO IBC 2006 WASHINGTON STATE 599 S.F. THAI GO AND NOODLE ZONE 633 SOUTHCENTER MALL TUKILA, WA SPACE: FC15 LEVEL 2 THAI FOOD INTERNATIONAL 6313 6TH AVE. SOUTH SEATTLE, WA 98108 TEL: (206)768.8883 CONTACT PERSON: KANE BUNYAKETU TEL:(206)579.7725 WESTFIELD SOUTHCENTER MALL PROJECT MANAGER: JOSH KIMMEL 11601 WILSHIRE BLVD, 9TH FLOOR LOS ANGELES, CA 90025 JKIMMELOWESTFIELD.COM TEL: (310)893.4761 CATCH DESIGN STUDIO JOHN BLACKLAW 7224 JAMES RD.SW. ROCHESTER, WA 98579 INDEX OF DRAWINGS Al: COVER SHEET A2: FLOOR PLAN, FLOORING PLAN, EQUIPMENT UST, ROOM FINISH SCHEDULE, DOOR SCHEDULE A3: ADDENDEM MISCELLANEOUS: 1. BUILDING OCCUPANTS SHALL SECURE PERMITS REQUIRED BY THE FIRE DEPARTMENT FROM THE FIRE PREVENTION BUREAU PRIOR TO OCCUPYING THE BUILDING. 2. BUILDING NUMBERS SHALL BE EASILY VISIBLE LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. ADDRESS BOTH SIDES OF PROPERTY. FIRE PROTECTION EQUIPMENT: 1. SEPARATE PLANS FOR AUTOMATIC FIRE SPRINKLER SYSTEM, FIRE ALARM SYSTEMS, AND ANY OTHER PLANS FOR FIXED FIRE PROTECTION EQUIPMENT SHALL BE SUBMITTED TO THE FIRE MARSHAL FOR APPROVAL PRIOR TO INSTALLATION. SPECIAL HAZARDS: 1. RUBBISH ROOM SHALL BE OF ONE -HOUR FIRE - RESISTIVE CONSTRUCTION AND BE EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM. 2. FIRE DEPARTMENT ACCESS TO ROOFS IN THE EVENT OF A FIRE SHALL NOT BE OBSTRUCTED BY WIRES, RAZOR RIBBON, FENCES, CABLES, AERIALS, ANTENNAS, OR SOLAR PANELS. 3. PROVIDE COLLISION BARRIERS ADEQUATE TO PROTECT CONTROL METERS, REGULATORS, AND PIPING FOR HAZARDOUS MATERIALS THAT ARE EXPOSED TO VEHICULAR DAMAGE. 4. ROOF COVERING SHALL BE FIRE RETARDANT. I. BUILDING DEPARTMENT NOTES: 1. ALL REQUIRED PERMITS MUST BE OBTAINED FROM THE CITY OF TUKWILA BEFORE THE BUILDING IS OCCUPIED. 2. PLANS FOR THE FIRE SPRINKLER SYSTEM, AND FIRE ALARM SYSTEM MUST BE SUBMITTED TO, AND APPROVED BY THE FIRE PREVENTION BUREAU BEFORE THIS EQUIPMENT IS INSTALLED. 3. ANY CONSTRUCTION DOCUMENTS AND DESIGNS THAT WILL NOT BE SUBMITTED FOR REVIEW AT THIS TIME NEED TO BE DESIGNATED AS DEFERRED SUBMITTALS AND HAVE PRIOR APPROVAL GRANTED FOR THEM TO BE SUBMITTED BY AN APPROVED DATE. THIS IS REQUIRED FOR ITEMS SUCH AS THE INSTALLATION OF THE SUSPENDED CEILING SYSTEM, AUTOMATIC SPRINKLER SYSTEM, PLUMBING, MECHANICAL, ENERGY (FOR TI). 4. ALL RETAIL SHOPS ARE TO BE OCCUPIED ON THIS PERMITTED SITE - THE CAPITAL MALL - THE PROMENADE ARE TO NON- HAZARD OCCUPANCY. QUICK RESPONSE SPRINKLER HEADS MUST BE PROVIDED IF THE SPRINKLER SYSTEM IS DESIGNED AS A LIGHT - HAZARD OCCUPANCY PER NFPA. SECTION 903.3.2, ITEM 3. RECEIVED CITY OF TUKWILA FEB 1 u 2008 ftINIVIJT CENTER C SE 1405 BOYLSTON AVE SEATTLE, WA 98122 TEL 206.322A323 E- MAIUNFO•CATCHSTUDIO.GOM WWW.CATCHSTUDIO.COM D E S I G N S T U D I O PLANNING AND INTERIOR DESIGN ENGINEER JOHN BLACKLAW 7224 JAMES RD. SW ROCHESTER WA 98579 itgat SUBJECT T O OR DIIt CE .IAN 2005 SEATTLE-KING CO Ci pt. or ublic .. _ Ith DI .. N """ A81 grz, I I S'3 l eTL 4 M• PRE-OPENING INSPECTION BY THE KING COUNTY HEAL` M T Egr , / :'TOURED PRIOR OPERAIn '. - L CANT PLAN I��'' a4 "'^ f' AVAILA,LE � 2a; •� PROJECT TITLE: AND WEST D MALL (TUKWLA, WA) SHEET TITLE: COVER SHEET REVISIONS~ INTSIOR DESIGN: CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: DATE: 01 /06/08 SCALE: AS NOTED FILE: SHEET# Al PoS olco ON N311 SUPPLIER QUANTITY DESCRIPTION VIANUFACTURER MODEL NUMBER ELECTRICAL PLUV1BING GAS NOTES O . S . O OWNER OTHERS AOI SdNV dH VOLTS PHASE 'NNOO 10H 0100 WASTE . NNOO nl8 ."' ►• 1 CAL LIGHTING 1 `Ffi CUSTOM P1 PENDANT UGHT 13 KISCHLER 25 INCANDESCE/ O 30 X132 X36 15 HOLES , 2� 10.--.4 2 TI WrC C©Ok5RW TRUE TPP -93 30.9 CUBIC FT. CAPACITY 9.7 120 1 DCO NEMA 5 -15P 93.25 "X32.25 "X35.75" 6o. 1 1 S-A I,LGU CQQLER TRUE TPP -60 15.9 CUBIC FT. CAPACITY 8.6 120 1 DCO NEMA 5 -15P 60.25 "X35'25 "X36" d4= ■■ 2 EkGE.WARMELR. WELLBON CWRS- 1100S) SHARP KSH -777DW 17 120 120 440,000 220,000 17 "X17 "X17" 19 "X19 "X13,5" 48 "X96 "X33 " +24" 36 5/8 "X36 "X32 " +20" .5. ■■ 2 ( @E. t .,.., ■► 1 Wi=1? 4.1.. IMPERIAL (CUSTOM) MONTAGUE 36 -5 1.25" 3/4" CZl 1 5.ERAN6 . £ ►■ 1 (Rt1E-R PITCO SG14S 7.7 208 3 JBOX 1L2" 3/4'; 3LL 1" 110,000 53,000 110,000 14X48 5/16 "X34 " +12" 15 43/64 "X36 "X36" 36 "X41 X33 +24 INDIRECT WASTE 30 "X28 "X32.5" gia ► 1 . T<I CODE ER, ELECTROLUX 200372 40 ® 1 sW ®K AN.GF 3"X4.1. ,,, ,.. IMPERIAL (CUSTOM) 7.8 11 1 1 ICE MAKER (30 "X28 "X32.5' ) MANITOWOC 0270 pgg2°' •'■ 2 HAND- SINK KROWNE 28 -1419 1 /2" 1/2" 1 -1 /2" DIRECT DRAIN 10 "X14 "X10" (11"X17" CO) 3 ■■ 1 TNEJER'eOEfISFFER AETQE TUC -119 43.9 CUBIC FT. CAPACITY 12.0 115 1 119.25 "X32.25 "X29.75" 14 ® 1 1 - PREP SINK ADVANCE DI -1 -2012 INDIRECT DRAIN 16 "X20 "X12" (22.25 X20.25" COI 15 ® 1 MOP SINK, ADVANCE 9 -OP -20 2" DIRECT DRAIN 16 "X20 "X6" 16- ■■ 1 HAND SINK. ADVANCE DI -1 -25 DIRECT DRAIN 9 "X9 "X5" (11.25X13.25" CO) INDIRECT DRAIN (55.25 "X24.25" CO) 67.75 "X37.25 "X79.75" 17 '■ 1 3 COMPARTMENT SINK 20 X16 X12 ADVANCE DI -3 -1612 ,8 11041 1 kiNDffRaaiNNITRRaiRffRI@PRAETORtars TUC -67 20.6 CUBIC FT. CAPACITY 5.1 1/5 115 1 19 ►■ 2 POS 20 ® 1 -SODA MACHINE FOLLETT LOW PROFILE VU155 SERIES 6VLV 2.4 115 1 40" BELOW X 21.75" ABOVE 20" X 27" 21 1 2 ICE BIN DRINK DISPLAY CUSTOM 22 ►■ 1 PREP AREA CUSTOM 23 ■ SPARE NUMBER 24 ® SPARE NUMBER 25 $ 4 SPARE NUMBER 26 CSI SPARE NUMBER 27 ►■ SPARE NUMBER 28 ® SPARE NUMBER 29 ►■ SPARE NUMBER 30 ® SPARE NUMBER 31 ® SPARE NUMBER 32 ■■ SPARE NUMBER 33 10.--44 SPARE NUMBER 34 •■• SPARE NUMBER 35 ►.. ■ SPARE NUMBER SYMBOL SYM NO. NO. FIXTURE QTY. QTY. MANUFACTURE MODEL NO. WATTS LAMP o:] TF1 TRACK FIXTURE 3 40W T1 T1 TRACK UGHT (6') 1 CAL LIGHTING 2400W HALOGEN P1 PENDANT UGHT 13 KISCHLER 25 INCANDESCE/ O Li DRAINBOARDS, UTENSIL RACKS OI TABLES LARGE ENOUGH TO ACCOMMODATE ALL SOILED AND CLEANED N UTENSIL' HOLDING , BE I EMS SHALL DE PROVIDED FOR t `RE LEANING AND AFTER SANITIZING 1 I:. " WAREWASHING /DISHWASHING SINK COMPARTMENTS SHALL BE LARGE ENOUGH TO ACCOMMODATE • IMMERSION OF THE LARGEST `EQUIPMENT AND UTENSILS. O T WATER GE N ERATIO N AND D ISTRIL3U SY STEMS SH ALL BE SUFFICI TO M EET THE P EAK H H OT WATER DEMANDS THROUG THE 'FOOD ESTABLISHM PLUMBING SYSTEMS SHALL BE DESIGNED, CONSTRUCTED AND INS TALLED ACCORDING TO LAW (APPLICABLE LOCAL., ;STATE, AND FEDERAL STATUES, - REGULATIONS AND ORDINANCES) RESTROOM & KITCHEN HAND WASH SINKS SHALL BE EQUIPPED TO PROVIDE WATER AT A TEMPERA MIXIN ALVE OR DECREE FAHRENHEIT THROUGH A 100 EG COMBINATION FAUCET. SELF CLOSING OR METERING FAUCETS SHALL PROVIDE A FLOW OF WATER FOR AT LEAST 15 SECONDS. THAI GO CASHIER STATION FOOD SERVICE OPER_ ATION AREA FLOORS FLOOR COVERINGS WALLS, WALL 'COVERINGS, AND `CEILINGS SHALL BE SO S T_ HEY A RE SMOOTH DU ` • , RLE' ::'EASILY C�EANABLE AND INSTALLED • . , RA Food equipment that is certified for sanitation by a'n American National Standards Institute (ANSI)- accredited certification prograin (NSF i App'roved) will be deemed to comply with the food code equipment & utensil Materials, construction and desi' gn requirements. BE ADVISED THAT THE NEW WASHINGTON STATE FOOD CODE REQUIRES COMMERCIAL REFRIGERATION TO HOLD FOOD AT 41. DEGREES FAHRENHET OR BELOW !►► (DOWN FROM 45 DEGRE LOCKERS OR OTHER SUITABLE FACILITIES SHALL BE PROVIDED FOR THE ORDERLY S TORAGE OF `; EMPLOYEES' CLOTHING AND OTHER, POSSESSIONS. <' A PRE-OPENING INSPECTION \+ THE KING C OUNTY HEALTH DEPART E4 f n � � WIRED PRIG TO OPERA T F i'L CANT PLAN MIS ": , q, AVAILABLE. • 6" LOW PARTITION 57" A.F.F 4" LOW PARTITION 57 A.F.F SANG C GOOLFR CLASS I HOOD rrritiriri rvr i,ar rrriiir�riis WALL TYPE(B) ICE BIN DROP IN pr e ri covERED DISH STORAGE. CART BELOW SHELVE ABOVE UNDER`COUNTER REFRIGERATQa mow I M K ER RILE @oWARMER• 21 ICES BIN DROP IN THAI GO SERVING STATION AND WARME THAI GO THAI GO FOOD PICK UP SNEEZE GUARD SHARED CONDIMENTS AREA DROP IN BINS 8" PARTITION WITH SNEEZE GUARD ABOVE A.F.F. 56" .: THAI GO APPROVED SUBJECT TO ORDINANCE IAN 1 G 2000 D eEAI SEATTLE-KING alth By DIANE AGASID MR L 15-31P-1- DROP IN PREP SINK ITO NOODLE ZONE 24'-Oa' 'O CHANGESSHALL TA WITHOUT HEALTH F E PRTMEN T APPROVAL UNDERCOUNTER* REFRIGERATOR► NOODLE ZONE NOODL= ZONE CASHIER STATION FOOD DICK -UP PLANTER RICE OOKER HINGED PASS THROUGH COUNTER 8" PARTITION WITH P SNEEZE GUARD ABOVE THAI GO, NOODLE ZONE FLOOR PLAN SCALE 1/4 = 1' -0" �,.. .0r■il ■ ■ ■■ ■ ■ ■1 .■■ ■ ■■■■■■ ■ ■■. �ilmonorTga:, � 'Am vii rr r� 'I' 1■ ■i L i � � FS ■ ■ ■I I ■ ■■ - ■ ■ ■1 EIP - 'N. ��■■■ ■P� � ■■■l I i FD ■ a 1 ■ ■■� I a ■� ►t 1 � �� irriivii� ,aivviririrrrmoririr�rroii `�� Mi r 1 ■ ■I L[* a `Q' FS X � ■ .,, ttl 8" PARTITION WITH SNEEZE GUARD ABOVE 0 O X00 CERAMIC TILE OVER WATERPROOFING MEMBRANE MANUFACTURERS 2 PART FORMULA LIQUID LATEX RUBBER AND POWDER TROWEL APPLICATION WITH GLASS FIBER REINFORCEMENT EXTENDS UP WALLS 12" • mia PLANTER LOW PARTITION 57" A.F.F PLATFORM DINING AREA BY MALL RAISED SEATING PLATFORM ± 14" ABOVE MAIN FLOOR LOW PARTITION 57" A.F.F 8" PARTITION WITH SNEEZE GUARD ABOVE 4" LOW PARTITION 57" A.F.F PLATFORM DINING AREA BY MALL RAISED SEATING PLATFORM ± 14 ABOVE MAIN FLOOR THAI GO, NOODLE ZONE FLOORING PLAN SCALE 1/4 = 1' -0" NAME (AREA) SCULLERY & PREP & COOKING AREA NOODLE ZONE AND THAI GO SERVING COUNTER COUNTER SCHEDULE TAG# A B TAG# C SIZE 2" 3" SIZE MATERIAL GRANITE SLAB PLYWOOD COVERED WITH STAINLESS STEEL MATERIAL 3' (HINGED PASS PLYWOOD COVER WITH THROUGH COUNTER) LAMINATE SHEET FLOOR CERAMIC TILES OVER WATERPROOF MEMBRANE UP WALLS 12" (LANDLORD APPROVED) CERAMIC TILES (SEE ABOVE) FRAME WOOD WOOD FRAME WOOD WALL A: GWB SHORT WALL 6 ", CERAMIC TILE (A.F.F.57 ") B: GWB SHORT WALL 4 "W, CERAMIC TILE (A.F.F.57" GWB SHORT WALL, CERAMIC TILE) (A.F.F. 36 FINISH STAINLESS STEEL FINISH LAMINATE SHEET CEILING WASHABLE PANEL OPEN CEILING PAINT (BEAH) (BEAH) (BEAN) REMARKS HINGED PASS THROUGH SCHEDULE REMARKS ROOM SCHEDULE NEW GWB SOFFIT HT: - 16'A.F.F NEW GWB SOFFIT (BY MALL) HT: - 16'A.F.F NEW GWB CURTAIN WALL HT:8 -'6" A.F.F THAI GO, NOODLE ZONE REFLECTED CEILING PLAN SCALE 1/4 = 1' -0" LIGHTING FIXTURE SCHEDULE HEALTH DEPARTMENT NOTES 1. THE HEALTH DISTRICT OPERATING PERMIT APPLICATION PROCESS MUST BE COMPLETED PRIOR TO OPENING FOR BUSINESS 2_ AN INDIRECT WASTE IS REQUIRED FOR THE FOOD PREPARATION SINKS, THREE - COMPARTMENT SINK, ICE MACHINE, WALK -IN REFRIGERATION, AND ANY EQUIPMENT IN WHICH FOOD IS PLACED. 3. A HORIZONTAL SEPARATION OF AT LEAST 16 INCHES OR A VERTICAL PARTITION 16" HEIGHT IS REQUIRED BETWEEN THE FOOD PREPARATION SINK AND ALL SOURCES OF CONTAMINATION. 4. A HORIZONTAL SEPARATION OF AT LEAST 16 INCHES OR A VERTICAL PARTITION 16" IN HEIGHT IS REQUIRED BETWEEN THE HAND WASH SINKS AND ALL FOOD PREPARATION AREAS AND COUNTERS. 5. WATER HEATERS MUST BE OF SUFFICIENT SIZE TO PROVIDE HOT WATER TO DISHWASHER AND /OR SCULLERY SINKS AND AT THE SAME TIME PROVIDE HOT WATER TO ALL HAND WASH SINKS. 6. HOTWATER MUST BE AVAILABLE TO ALL HAND WASH SINKS WITHIN 15 SECONDS. 7. EXTRA WALL PROTECTION IS REQUIRED ON WALLS BEHIND SINKS, INCLUDING RESTROOM AND SERVICE AREA HAND WASH SINKS, AND FOOD PREPARATION TABLES, A 16 INCHS HIGH BACKSPLASH OF PLASTIC LAMINATE, FIBERGLASS - REINFORCED PLASTIC OR EQUAL IS ACCEPTABLE. WALL PROTECTION BEHIND MOP SINKS MUST COVER THE ENTIRE SPLASH ZONE. PLASTIC COATED HARDBOARD IS NOT ACCEPTABLE. 8_ THE FLOOR MUST BE SURFACED WITH A DURABLE, NONABSORBENT, EASILY CLEANABLE MATERIAL. 9_ THE CEILING ABOVE THE FOOD PREPARATION AREAS MUST BE NONABSORBENT, NON - PERFORATED, SMOOTH, AND EASILY CLEANABLE. 10. ALL LIGHT FIXTURES IN FOOD PREPARATION AND STORAGE AREAS MUST BE PROVIDED WITH COVERS OR SHATTERPROOF BULBS. 11. PLUMBING MUST MEET STATE AND LOCAL CODES. 12. THE VENTILATION SYSTEM SHALL BE INSTALLED AND OPERATED TO MEET APPLICABLE BUILDING, MECHANICAL, AND FIRE CODES. A PRE - OPERATIONAL INSPECTION IS REQUIRED PRIOR TO OPENING FOR BUSINESS, AT THE TIME OF INSPECTION THE CONSTRUCTION OF THE FOOD SERVICE ESTABLISHMENT MUST BE COMPLETE AND ALL EQUIPMENT MUST BE IN PLACE. INCOMPLETE CONSTRUCTION MAY RESULT IN A REINSPECTION FEE. CONTACT THE FOOD PROGRAM OFFICE A MINIMUM OF ONE WEEK IN ADVANCE TO SCHEDULE AN APPOINTMENT. THIS WILL ENSURE COMPLIANCE WITH THE RULES AND REGULATIONS OF THE STATE BOARD OF HEALTH FOR FOOD SERVICE SANITATION. "NO CHANGES WILL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL" ANTICIPATED MAXIMUM 200 MEALS PER DAY EACH STORE FAST FOOD SERVICE FOOD PREPARATION AND STYLE OF SERVICE: STEAMED, STIR- FRIED, GRILLED, BOIL. NOTES: WHEN RESTAURANT IS IN PRODUCTION, IF BUSINESS VOLUME EXCEEDS COLD STORAGE CAPACITY, TENANT MUST RENT ON SITE FOOD COLD STORAGE FROM THE MALL. DOOft-o% T D E S I G N S T U D I O PLANNING AND INTERIOR DESIGN 1405 BOYLSTON AVE SEATTLE, WA 98122 TEL 206.322.4323 E- MAUNFOGCATCHSTUDIO.COM WWW.CATCHSTUDIO.COM ENGINEER JOHN BLACKLAW 7224 JAMES RD. SW ROCHESTER WA 98579 PROJECT TITLE: REVISIONS: CHECKED SHEEN ► AND WESTFIELD MALL (IUKWLA, WA) MEET TITLE FLOOR PLAN EOUIPMENT LIST, ROOM SCHEDULE INTERIOR DESIGN: CATCH DESIGN STUDIO DRAWN: NOS NARIN DATE: 01/06/08 SCALE AS NOTED A2 n co .. 0 ' ) 9 III ^ _ 3.5 I I I ) 97 1 F6 7 � T D E S I G N S T U D I PLANNING AND INTERIOR DESIGN 1405 BOYLSTON AVE. SEATTLE, WA 88122 TEL 206.322A323 E- MAL4NFO *CATCHSTUDIO.COM WWW.CATCHSTUDIO.COM O 33 9 8 ,7 '1 L1 30� D\1 TO >> � 111111111111111111 2 1 H 2'10 25 _ ° � I !� ,�Or f 9260 -_ - , 77 3 z i I ( ( I 11 FOOD COURT STORAGE C 120s !Of likki .11 1 1 , , __'\1 - -- _em ' __ r] - \ • 1 \" --- + 12 j A. F. I a- ! , * , a� � ��, , �I i _. Z� 1 2 �' :r7Il 7 9 )) •• 3 5 � 4 ENGINEER JOHN BLACKLAW 7224 JAMES RD. 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' S212 STORAGE 15' 1 ‘11 �' �� == == B R SHEET TITLE: TRASH _ as ar• ar• _> _ . - / Ay ADDENDEM milmi — JA ROOF BELOW r• 1; ar e� 'MP ir• are ego TERRACE ir► TERR, o-� � .• � �1� • * , v ' Oa � �� . �a6 ' :12- REVISIONS: I •� OOE BELOW 1 °�� 347 7 )7 mum CE r■r pp��pp c c c c� B �" _ ir• �p C� D ::: r�r r ■r r ®r � c c � z t Pill r • — M . � � i FAMILY i N viii 1 S O O N II •■r 4111. r ■r r■r r■r r■r 111 j _ A INTERIOR DESIGN: CATCH DESIGN STUDIO DRAWN: NOS NARIN — r , :m . • r ■r r r ■r 4 ■ r r ■ • kr * * r ■r QM. __ r ■r 0 99 1 7 77 31 9 -0 97 28 ' —r 7, 3 3 ' 1 1 99 30 9 `4 97 29 9 -8 79 3L 777 25 7 8 ,9 30 -0 77 33 10 77 DOB 26 7 _ 2 79 wt. 30 7_ 0 77 28 2 .� 6.. ,7 28 9 -8 97 30 9 -097 30 CHECKED DATE: 01/06/08 SCALE: AS NOTED RLE: SHED • A3 8 9 10 11 OD OD 14 16 17 18 19 20 24 S ,_,E3,1 - C FOOD COUNT PLAN SCALE 1/16" = 1'-0"