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Permit D07-405 - WESTFIELD SOUTHCENTER MALL - RACHA THAI & ASIAN KITCHEN - TENANT IMPROVEMENT
RACHA THAI 1150 S OUThCENTER MALL D07 -405 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.: D07 -405 Occupant /Tenant: RACHA THAI & ASIAN KITCHEN Building Address: 1150 SOUTHCENTER MALL, SUITE NO. Parcel No.: 6364200010 Property Owner: WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Use: RESTAURANT Occupancy Group /Division: A2 Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: BUILDING OFFICIAL 201 &- 4ZV8 DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES City-of Tukwila Parcel No.: 6364200010 Address: 1150 SOUTHCENTER MALL TUKW Suite No: 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 Tenant: Name: RACHA THAI & ASIAN KITCHEN Address: 1150 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Phone: 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 DEVELOPMENT PERMIT Permit Number: D07 - 405 Issue Date: 03/07/2008 Permit Expires On: 09/03/2008 Expiration Date: 09/28/2008 DESCRIPTION OF WORK: NEW RESTAURANT TENANT IMPROVEMENT INCLUDES KITCHEN, DINING, ENTRY, BAR AND OUTSIDE DECORATION Value of Construction: $500,000.00 Type of Fire Protection: Type of Construction: * *continued on next page ** Fees Collected: $6,977.67 International Building Code Edition: 2006 Occupancy per IBC: 0003 doc: IBC /06 007 -405 Printed: 03 -07 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City Tukwila 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: Storm Drainage: Street Use: Profit: N Water Main Extension: Private: Water Meter: N Permit Center Authorized Signature: ( �V Print Name: 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 Date: Permit Number: D07 -405 Issue Date: 03/07/2008 Permit Expires On: 09/03/2008 Public: Non - Profit: N Public: N-101 I hereby certify that I have read and a ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied , 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: ,f --�i Date: J " c9 c ie 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 D07 -405 Printed: 03 -07 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: 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 1150 SOUTHCENTER MALL TUKW RACHA THAI & ASIAN KITCHEN 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -405 ISSUED 10/30/2007 03/07/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: Installation of high- strength bolts shall be periodically inspected in accordance with ALSC specifications. 7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 8: 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. 9: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The fmal 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. 10: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 11: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 12: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 13: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 14: 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. 007 -405 Printed: 03 -07 -2008 21: ** *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 15: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 16: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 17: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 18: 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. 19: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 20: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431- 3670). 22: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 23: 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) 24: 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) 25: 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) 26: 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) 27: 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) 28: 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 D07 -405 Printed: 03 -07 -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 with the requirements of the listing. (NFPA 96, 10.2.3) 29: Local U.L. central station supervision is required. (City Ordinance #2051) 30: All new automatic fire-extinguishing systems and all modifications to existing automatic fue- extinguishing systems shall have fire department review and approval of drawings prior to installation or modification. 31: 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) 32: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit panic hardware on rated fire doors. (IFC 1008.1.9) 33: 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) 34: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 35: 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) 36: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 nun) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 37: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 38: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 39: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 40: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 41: 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 D07 -405 Printed: 03 -07 -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 42: 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) 43: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 44: 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. 45: 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) 46: 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) 47: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 48: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 49: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 50: In occupancies of Groups A, E, I and R -1 and dormitories in Group R -2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 805.1, 805.2) 51: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 52: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 53: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 54: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond - 10/06 D07 -405 Printed: 03 -07 -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 ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: Date: 3- doc: Cond -10/06 D07 -405 Printed: 03 -07 -2008 Company Name: Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htV/Iwww.ci.tukwila.wa.us 5owthcefrt Nla Site Address: /_ T /► Tenant Name: - 1 i Gt, i Fd 6 e Property Owners Name: ki P 5 t Mailing Addresst 11( al (.1) ;I ski Y e 1 �� ) e +ti WCS+ C o ast prop ev - rses City Building Permit No. .7 - �. 0 5 Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. f ri (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record King Co Assessor's Tax No.: C 3 6 (1.1 Q -- 0 a 10 Suite Number: Floor: 1 New Tenant: w• Yes ❑..No Plooti' L4 64 State 906 �S Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: f I) Ot_ i7 t A/101 R OV1I 'eV'r Day Telephone: 2 -O — 3 2 Z - Y 3'� 3 Mailing Address: 1'1 0 Bic.? J Y 15K P' eA • l °2 a City State Zip E -Mail Address: 1 11.'6 e (A-fax 5 r b r CQYki Fax Number: GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: (/ Mailing Address: 1 2,<1 b N6 163rd $1 City State Zip Contact Person: K d In Day Telephone: 2-0 6 33 - g ) e)--O E -Mail Address: Fax Number: 2-S - i - f g- - G o ci S' Contractor Registration Number: W S C h) 027 PpExpiration Date: lord octit 1i; jti ANA 4 40 7a R of tit ck 1 I C. F0111. 3 3 ) y ,k Ia r, o s plat ce. S oti,i'h S c f /(R (/A City State Zip Contact Person: RG (n [� a if F O — Day Telephone: 206_ 6 to / - ? E -Mail Address: a r GIn RCP ) Y /fit o o. (d ll Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: .S ct✓& k A `a v4'i vi k. 14 S s D c. o S aa Mailing Address: 7 2 2 1 met.e,S RD 5W 'CZ.P Gke.S t te. V W A -1 er 7 9 City State Zip Contact Person: 0 otn h 131 el 6K la b%) Day Telephone: 3 Co- R t8 -2g 0 0 E -Mail Address: 7 O lr b . B 1u Gk 1 Ct(.' @ CQ). Fax Number: Q: Applicationa�Fomns- Applications On Line\ -2006 -Permit Application.doc I W I Revised. 9-2006 Page 1 of 6 bh BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 500 pD D Existing Building Valuation: $ Scope of Work (please provide detailed information): e t4 Q IA* J- kA r ✓6 Vt ~IAA" j r 2 Sicit'iv0'^ ( i) 1 cica I 5 lc , t f h4V aL a.4-S i c deco ✓60- (1)1 Will there be new rack storage? ❑ Yes No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: 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: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 13 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If 'yes ; attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q: Applications\Fonns- Applications On LineO -2006 - Permit Application.doc Revised: 9-2006 bb Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1` Floor 2n Floor 3"' 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): $ 500 pD D Existing Building Valuation: $ Scope of Work (please provide detailed information): e t4 Q IA* J- kA r ✓6 Vt ~IAA" j r 2 Sicit'iv0'^ ( i) 1 cica I 5 lc , t f h4V aL a.4-S i c deco ✓60- (1)1 Will there be new rack storage? ❑ Yes No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: 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: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 13 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If 'yes ; attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q: Applications\Fonns- Applications On LineO -2006 - Permit Application.doc Revised: 9-2006 bb Page 2 of 6 BUILDING OWNER OR AUTHORIZE P / Signature: Print Name: 6v Date Application Accepted: j ENT: Mailing Address: 1 4o5 8o (. F'r r Q:Wppliations\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh PERMIT APPLICATION Non.'- Applicable to all permits in this a ' iication 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 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 Intemational 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. Day Telephone: 20 co 3)a -c 3 23 `` �� City Date: (0 � �3O /01 19A 95D 2-2_ State Zip Date Application Expires: Staff Initials: Page 6 of 6 4 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: 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'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Indicate type of plumbing fixtures and/or gas piping outlets being Q: Wpplications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Sewer: City Day Telephone: Fax Number: Expiration Date: installed and the quantity below: State Zip Future Type: Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Building sewer or trailer park sewer Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors fixture Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor drain Shower, single head trap Lavatory Rain water system — per drain (inside building) Repair or alteration of water piping and/or water treating equipment Qty Fixture Type: Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Water heater and/or vent Repair or alteration of drainage or vent piping ��ltxt ire` Type Gas piping outlets Additional medical gas inlets/outlets — six or more Medical gas piping system serving one to five inlets/outlets for specific gas ; Qty Page 5 of 6 Parcel No.: Address: Suite No: Applicant: Receipt No.: R08 -01921 Initials: WER User ID: 1655 Payee: TRANSACTION LIST: Type Method Descriptio doc: Receiot -06 Payment Cash 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 6364200010 1150 SOUTHCENTER MALL TUKW RACHA THAI & ASIAN KITCHEN WEST COAST PROPERTIES ACCOUNT ITEM LIST: Description Account Code PLAN CHECK - NONRES 000/345.830 RECEIPT Amount 58.00 Total: $58.00 Permit Number: Status: Applied Date: Issue Date: Payment .Amount: $58.00 Payment Date: 06/03/2008 02:35 PM Balance: $0.00 Current Pmts 58.00 D07 -405 ISSUED 10/30/2007 03/07/2008 3195 06/03 9711 TOTAL 58.00 Printed: 06-03 -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 Parcel No.: 6364200010 Permit Number: D07 -405 Address: 1150 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 10/30/2007 Applicant: RACHA THAI & ASIAN KITCHEN Issue Date: Receipt No.: R08 -00651 Initials: JEM User ID: 1165 Payee: WEST COAST PROPERTY MAINTENANCE TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2941 4,372.48 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Payment Amount: $4,372.48 Payment Date: 03/07/2008 12:52 PM Balance: $0.00 4,007.98 360.00 4.50 Total: $4,372.48 7568 03/07 ?710 TOTAL 4372.48 doc: Receiot -06 Printed: 03 -07 -2008 Payee: THAI FOODS INTERNATIONAL TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 2623049023 Permit Number: D07 -405 Address: 633 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 10/30/2007 Applicant: RACHA THAI & ASIAN KITCHEN Issue Date: Receipt No.: R07 -02369 Payment Amount: $2,605.19 Initials: WER Payment Date: 10/30/2007 04:19 PM User ID: 1655 Balance: $4,012.48 Amount Payment Check 2068 2,605.19 Account Code Current Pmts 000/345.830 2,605.19 Total: $2,605.19 doc: Receipt - Printed: 10 -30 -2007 Project:111 KO CZ•0. 1Th °• 1 Type of Inspection: ,2 _.J( Z ' t1:5 Address: /1s ,�y, C Date Called: Special Instructions: Date Wanted: 7/ y (0$ a.m. p.m. Requester: Phone No: k 5 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 20 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 e 'Inspector: 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: INSPECTION RECORD Retain a copy with permit (Date: 1/.2,1 / Q� Project. r THA Ik ns Type of I ection: F Address: 1150 I'✓1t1 1 Date Called: Special Instructions: Date Wanted: 7- 2-3- v e p.m. Requester: Phone No 20 C.--3 c) 1 1 D67 - q 0 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)433 70 Approved per applicable codes. Corrections required prior to approval. COMMENTS: C� <rrc4: s lc if 'Inspector: Date: 22-15 El $60.00 REINS E TION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: IDate: COMMENTS: 6" 51 /I / NA , ktwc /C 041 Ci P r oil 5,t1 5 .tic 1 ( ,L11sl4 114,14. ao / 4Gf// Oh ( f.,„++ RNa t Ack-- Frg +Dr jor> (Ji 5 �nt 96-% ,. / Slott) H n/Ib4e c /0/- G,c k SL E L pa., F ro-, ,1,. I(Or OF/ t./1 Date Wanted: _ a.m. Requester: Phone N : ,4 353 —(9/00 Proj �� (7,/,4 TEA �'/���� Type of Inspec7 � .q Address: � / - 5a /n/11/ Date Called: Special Instructions: Date Wanted: _ a.m. Requester: Phone N : ,4 353 —(9/00 Approved per applicable codes. 'Inspector: INSPECTION RECORD Retain a copy with permit D47 PERMIT NO. INSPECTION NO. {(' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 ,Corrections required prior to approval. '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: 1 A Type of Inspection: Address: II5 11411 Q* To 51'4 (( Fr O.,. 9 pyt,v, if 1 4 «• S o h l y 45 pa F.•,. «/ 0, T- F p Date Wanted: a.m. Requester: Phone No: Project: g4C4i) Type of Inspection: Address: II5 11411 Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: 17 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 J Approved per applicable codes. ❑ Corrections required prior to approval. Inspector: c INSPECTION RECORD pi, q05- Retain a copy with permit PERMIT NO. x , (Date: /`j LI $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: Project: UN f) (- Type of Inspection: QLJ Ad re Date Called: Special Instruc ions: Date Wanted: a.m. p.m. Requester: Phone No: kvi INSPECTION RECORD Retain a copy with permit W7 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- 3670 - Approved per applicable codes. Corrections required prior to approval. COMMENTS: 17f 77)-1y\( t ci i -PPA I — q p ; D(S s� seo4&1 -Pr\ MAP 5n_ ..0 s -FA p c) PP-) 4.40 tA41V c (-wr 6 -.f is t) 'Inspector: (Date: 1 /Lr,, Jo( El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: , a,c 4, �!1 �ti Type of Inspection: , f ro -02i / L) Address: 1/5 /4J/ Date Called: Special Instructions: Date Wanted; j a.m. Requester: Phone No: €Ot .35".3 fi'/ V 407 0c INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1a 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: / /�" - ' ed %1 / Y� 'Inspector: (Date: 7 /� / $60. I`IT' EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid - t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: I Date: '7, Project ii4 Type of Inspection: /�is' Address /V / 1 i / Date Called: Special Instructions: Date Wanted: - g-4 d Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 007 ""`q PERMIT NO. P (206)431 -3670 ❑ Approved per applicable codes. El Corrections required prior to approval. COMMENTS: i(;(a/ Date _1 c t REINSPECTION FE REQUIRED. Pfior to inspection, fee must be Call to schedule reinspection. 'Date: at 6300 Southcenter Blvd., Suite 10 Project:. «,9c/)9 77742 Type of Imoection: '' Address: Date Called: --- Special Instructions: Dat te — 0 (a.rri_v Requester: Phone Phone No: Z.)07 Yo5 1NSPE ION NO. PER NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 INSPECTION RECORD Retain a copy with permit El Approved per applicable codes. Corrections required prior to approval. COMMENTS: p/4 45 ed V)vo -Aeakvi in7 .4r &OA s eet,41 . 03 A € to 41k 421 wait. 02, ID $58.Q INSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. r eceipt No.: 'Date: Project: Type of Inspection: A dress: 15 "v !1/I Date Called: Special Instructions: Date Wanted: S- 3 Q - o r m Requester: Phone N g 06 J5'3 $12 0 13 147 - yoS` INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: 94 li st PF t../41 c -i( cvhNir Floor LeFf fiv <7 Fie, fAS Inspector. 'Date: 3 0 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: Pr ct: R.. (4 A-if( Ac" Type of Inspection: TZ +il Address: t k WI Pt t 1 Date called: F Special Instructions: Date Wanted: ^� . OR p.m. ? 7- Requester: Phone No — . 3 3 - Izc., INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION r. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 El Approved per applicable codes. COMMENTS: m rn. et et 'Inspector: El Corrections required prior to approval. Date: 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: i W T' Type of !weak) Address: 1 / 50 J // Date Called: Special Instructions: Date Wanted: O m. Requester: Phone No 2 4 4 - 3463,-8/Z 0 t i INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: p/_ SA-o f e-Pi' o tw - NOB n&: t \4 PP f 0 t /PEI 'Inspector: / ') ( 4_ , (Date: $58.00 SPECTION FEE REQUIRED. Prior to inspection, fee must be paid a 00 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: ti Projp _..----- irii/097/40- Type of Inspection,: 4( b 4/4_.z/ti s. Ad resi /24 Date Called: Special Instructions: Date Wanted: ..:5 — • . ••• Requester: Phone No: /0 roved per applicable codes. El Corrections required prior to approval. OMMENTS: App INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431 -3670 0307 I/65 milk tSq I}k v ..., L—CP IN5 hadf/ -ail J ipt No.: 'Date: Date: .00 REINSPECTION FEE QUIREDJ1 to inspection. fee must be id at 6300 Southcenter 131V L. Suite 00. Call the schedule reinspection. Project: Type of _ p L e e t / ei li Address: 1 5O h\Ak Date Called: Special Instructions: Date Wanted: a.rh �' v 1 Requester: Phone No: Da — L /0 5 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION F- 6300 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1 El Approved per applicable codes. Il Corrections required prior to approval. COMMENTS: V I nspect Receip o.: INSPECTION RECORD Retain a copy with permit u t yt L Iiu Yt -) ice) Sit; e WV 01- EINSPECTION FEE REQ pa - 6300 Southcenter Blvd.. Date RED. Pri r to inspection. fee must be ite 100. ll the schedule reinspection. !Date: Project: Type of Inspection: -. i tee6 (r)4-1-- Address: l 1 5 whAll Date Called: _ Special Instructions: Date Wanted: Requester: Phone No: INSPECTION RECORD Retain a copy with permit Do INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Pr ()liar 6)T i hQS6 ) - p et (3 S . VT EINSPECTION F E REQUIRED. 11 ior to inspection, fee must be 6300 Southcenter Blvd.. Suite 100:Call the schedule reinspection. 0.: 'Date: Proj M/ 1 //4 - rN '7 5/�iv Type of Ins a io ' 9 4 iii /sv c Address: / / :f( f -g7 Date Called: Special Instructions: Date Wanted: ..t."7"--. /4I 0,0 �a:rrr p.m. Requester: Phone No: c4(.,- 3.3 0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER4'IIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: /DM COrif / - d1r` J $58.00 kINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: X7 /0 Projgc4: I�,l- T l ` g /{ � , t 1 ( -' Y k) of Inspection; Date Address: t hr1At Called: Special Instructions: Date Wanted: 1 2- 43 6 a y p.m. Requester: Phone No: INSPECTION RECORD DO-7—q Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION C 6300 So uthcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 r nDew+∎S11.tr (13)4 - 1 lad 4 sp $ 8. 0 REINSPECTIO FEE REQU ' ED. Prior to inspection. fee must be p at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: Date: -1 } -O 'Date: Proj t: g/9 014 X Type of Inspection S ecr a / Co tcrc..fs Address: / /150 5oocdAic�rtle, M4 Dat Called: Special Instructions: 7 n - 3 T 1 2 - D 2 Date Wanted: S k e p .m. Requester: Phone No: $58.0EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid a'f 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Do 7-, yos1 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. Corrections required prior to approval. COMMENTS: P /, O x Aar, nr S/ 4 Inspector: Date: s -/ 'Receipt No.: !Date: , .4k esssSl44, -t Type o p kf.4 Addre s ockectsr Date Called: Special Instructions: O ` "� t `, - A'' 'w"��'+.. Date Wanted ( Z` { } Requester: Phone No: INSPECTION RECORD Retain a copy with permit D1 " PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION fl 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. C OMMENTS: S (Inspector: *; c i:46tot p Date: 44 Z{ I 4 EJ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project; /00e --- 4s Tvp of Inspection: leozwA/ 1--1 ofiv-6 Address: //i'd 712,9/7 Date Called: Special Instructions: DateAanted: _ 0 CrE.TIM Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPE7flON NO. FERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 El Approved per applicable codes. Ij Corrections required prior to approval. A K/7 IAA — A,fit•ve4CihIgs oxi/y COMMENTS: Date: .00 REINSPECTION FEE REQ IRED. Prior to inspection. fee must be p id at 6300 Southcenter Btvd.. uite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: / <Ae //A sY As,;w Type of Inspection: , v 6 Address: 1 / /? 1/ Date Called: ,-- Special Instructions: Date W nted: a.n -- 2 0_ c p.m- Requester: Phone / No o<V( -353 _biz& .6a7 -yaS INSPECTION RECORD Retain a copy with permit INSP ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Q 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 44 £ ' / A r 0 REINSPE ION FEE d at 6300 Southcenter Blv Dat —Z QUI ' . Prior to inspection. fee must be • Suite 100. Call the schedule reinspection. Receipt No.: 'Date: COMMENTS: 4 G to o % e0h Re a r/'ra. je 6i /14, Pell i -0e Address: /) O S n,/4(v/v4s°r MA • 50 ,ii l ° O77 /2 d SWA' 4( OM /l e oY ?IZ(V Special Instructions: Date Wanted: 3 _ /2 Oe p.m. Requester: Project: p 6 e,1/41 7 l 41 4c/ 0 Type of Inspection: / „S',2r7 /r'Owerre Address: /) O S n,/4(v/v4s°r MA Date Called: it Special Instructions: Date Wanted: 3 _ /2 Oe p.m. Requester: Phone No: INSPECTION RECORD R etain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Sout hcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Approved per applicable codes. Da Corrections required prior to approval. I � ��% c�t/"7 Ite ` 0(0 El $5 60 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: COMMENTS: 1 (Z5€rw, -# 75791 ii �n �'or F ,, /.II, /t-r5' RA ,ply 2 1 V tlf, r 1A Y e6 rp. T 4e. J 4,11;,) 11 r? . k i r'X wil Date Called: . 3` I L - O`6 Special Instructions: Date Wanted: 12 0 a.m. p.m. Requester: Phone No: 206 353 i5'Z Project: Project:„ h 1ti� k : 4cl<'N Type of Inspection: Lo�'tiC 1 4 V �� Address: 1 150 � j 91. - i l wil Date Called: . 3` I L - O`6 Special Instructions: Date Wanted: 12 0 a.m. p.m. Requester: Phone No: 206 353 i5'Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- Approved per applicable codes. El Corrections required prior to approval. Inspector: P 1Date:3 -0 ( $58.00 REINS • CTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Project: R,A-Gk A 'Tkr11 Tye of Insp on rem / N J r� Address )1S S . C . �� L V Suite #: Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER Tukwila, Wa. 98188 206- 575 -4407 A pproved per applicable codes. INSPECTION RECbRD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT b0 L/o5' PERMIT NUMBERS n Corrections required prior to approval. COMMENTS: _z(c. Inspector: s -r �J Date: 7 /2*g Hrs.. . I /A-' $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: Rac ttil A 1 Type - o - f Inspection: Address: 050 se M4 tA..- Suite #: Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: y Sprinklers: •) Fire Alarm: y Hood & Duct: y Monitor: OW A L q a ° t41 gc G Pre -Fire: 1■l0 Permits: pk, /cn,Nott. s ? Occupancy' Type: A - 2 _— {-Approved per applicable codes. n pector: INSPECTION NUMBER ailtu INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT I Date: - DO 1 - Nth l PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 I I Corrections required prior to approval. COMMENTS: o f -- H • $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: VA c H A — 111, 1 1 + Sprinklers: Type of Inspection: CPe, t.t�L0— Hood & Duct: Monitor: Address: 11 , 6 . Suite #: M ,,, Contact Person C. „3 - CI s i--t c Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: z 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 COMMENTS: s`tv -27 (P (0 ) 7'1 0 c ,4,1 (C. - L-1 se - - r i -v) N D c ►2o° a 1 s - 0' -�q coJxxA Inspector: , i5 IZ Date: 41z3 /08 Hrs.: 2_ INSPECTION NUMBER VL Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 �1S -S - o�� PERMIT NUMBERS ri Corrections required prior to approval., C �l --- ) $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. CaII to schedule a reinspection. T.F.D. Form F.P. 113 Project: 0 /I hi', - AA% :�A J ? 1 rt.} Type of Inspection: l. 4 40-. Address: I S o c. c, Suite #: w,� \ L L- Contact Person: Ga r2 t Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Approved per applicable codes. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS ila, Wa. 98188 206- 575 -4407 ri Corrections required prior to approval. COMMENTS: (Je 1() ;,�, ip, vr-, Inspector: , f LJ Date: L// / Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 85364 Description: Fireproofing Project: Racha Southcenter Permit Number. B07405 Address: 1105 Southcenter Mall, Tukwila Job Number. 08 -0184 Client: West Coast Properties Client Address: 1251$ NE 163 Street, Woodinville Inspector and Date Remarks Dusty Johnston Inspection Was made of the repaired area of Monocote spray. 6/27/2008 Fireproofing application to these areas is the same thickness or better as the surrounding areas. Conforms CONSTRUCTION INSPECTION REPORT Copies to: X Owner Contractor Architect X Building Dept. Technical Responsibility: X Engineer to Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written pemrission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 - Fax (206) 723 - 2221 Form No.: ADM1N-63-01 (Rev 05/(13) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number. 85533 Description: Concrete Placement - Cancel CONSTRUCTION INSPECTION REPORT Copies to: X Owner Contractor Architect X Building Dept. Technical Responsibility: X Engineer V R'EC'EIVED Intl 0 6 200B COMM p kt Project: Racha Southcenter Permit Number. B07405 Address: 1105 Southcenter Mall, Tukwila Job Number. 08-0184 Client: West Coast Properties Client Address: 12518 NE 163 Street, Woodinville Inspector and Date Remarks Davion Walker On site for visual inspection of concrete placement of exterior patio slab. Concrete placement was 5/1/2008 canceled due to a scheduling error, therefore inspection has been rescheduled for 5/1/2008 at 12:00 pm. Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - 4 - US - Fax (206) 723 - 2221 Form No.: ADM/N -63 -01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 83469 Description: Reinforcing Steel CONSTRUCTION INSPECTION REPORT Project: Racha Southcenter Permit Number: B07405 Address: 1105 Southcenter Mall, Tukwila Job Number. 08-0184 Client: West Coast Properties Client Address: 12518 NE 163 Street, Woodinville Inspector and Date Remarks Dusty Johnston Inspection was made of reinforcing steel placement in new patio slab and thickened edges and 4/30/2008 found to be according to plans. Copies to: X Owner Architect X Engineer Reinforcing steel is A-615, grade 60 from Nucor. Conforms Contractor X Building Dept Technical Responsibility / 041.69 LYE 4,_ Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -63 -01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnica! Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT 4% Report Number: 84983 Description: Reinforcing Steel Project: Address: Client: Inspector and Date Rick Hardy 3/11/2008 Remarks RecEivED MAR 31 2008 DEVELOPMENT T Racha Southcenter Permit Number: B07405 1105 Southcenter Mall, Tukwila Job Number. 08 -0184 West Coast Properties Client Address: 12518 NE 163` Street, Woodinville Performed visual inspection of reinforcing steel on the following: • Grids J4 to H from lines 26 to 30 slab on subgrade over vinyl base at the northern half of site Reinforcing steel inspected for size, type, grade, position, and surface condition. Reinforcing steel is grade 60 from Cascade. As per details ST1 space R3, R4, and R5. Work inspected was acceptable as per intent of structural approved details. Conforms Copies t X Owner Contractor Architect X Building Dept. Technical Responsibility: X Engineer Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -63 -01 (Rev 05/03) MOISTURE DENSITY TEST..,aggc 4 .r 139 137 a 135 133 131 129 \ ZAV SpG 2.80 kR 31 7008burve No. COMMUPUTY 4O' ; 3645 Test Specification: ASTM D 1557 -00 Method C Modified Oversize correction applied to each point Preparation Method / Hammer Wt. 10 lb. / a mm Drop 18 in. Nu of Layers five Blows per Layer 56 Mo S er ize 075 cu.ft. / Test Performed on Material Passing 3/4 in. Sieve NM 5.9% LL NT PI NT Sp.G. (ASTM D 854) Estimate % >314 in. 0.5 % <No.200 7.7 USCS SW -SM AASHTO A -1 -a Date Sampled 3/18/2008 2 4 6 8 10 12 14 Date Tested 3/20/2008 Water content, % Tested By A. Duong TESTING DATA 1 2 3 4 5 6 WM + WS 10283.0 10512.0 10582.0 10555.0 WM 5564.0 5564.0 5564.0 5564.0 WW +T #1 854.30 845.60 714.90 791.60 WD +T #1 814.80 788.70 653.40 713.70 TARE #1 0.00 0.00 0.00 0.00 WW + T #2 WD + T #2 TARE #2 MOISTURE 4.8 7.2 9.4 10.9 DRY DENSITY 132.6 136.0 135.1 132.6 ROCK CORRECTED TEST RESULTS UNCORRECTED Material Description Maximum dry density = 136.0 pcf Optimum moisture = 8.0 % 136.0 pcf 8.0 % Sample #3645: Gray - 5/8" crushed rock USCS: Well graded sand with silt and gravel Remarks: Test Equipment ID: 4 / Project No. 08 -0202 Client: Rainier Industries, Ltd. Project: Rainier Industries Building K Tenant Improvements 18375 Olympic Avenue South, Tukwila • Location: Sampled at handicap ramp (in- place) Checked by: W. Hansen , Title: Project Manager / fr M OISTURE DENSITY TEST REPORT OTTO ROSENAU & ASSOCIATES, INC. Particle Size 0 M N •• `jLC'f Distribution Report - ASTM D 422 100 90 80 70 tY W 60 z L_ Z 50 W 0 CC to 40 a 30 20 10 0 r • . t 500 100 10 1 0 1 GRAIN SIZE - mm 0.01 0.001 % COBBLES % GRAVEL % SAND % SILT 1 % CLAY 0.0 39.1 53.2 7.7 SIEVE SIZE PERCENT FINER SPEC. PERCENT PASS? (X =NO) Soil Description Sample #3645: Gray -5/8" crushed rock USCS: Well- graded sand with silt and gravel Atterberq Limits (ASTM D 4318) 1.25 in. 1 in. 0.75 in. 0.625 in. 0.5 in. 0.375 in. 0.25 in. #10 #40 #100 #200 100.0 100.0 99.5 98.8 92.9 80.0 68.3 39.0 17.9 11.2 7.7 PL= NT LL= NT PI= NT Classification USCS= SW -SM AASHTO= A -1 -a Coefficients D85= 10.7 D60= 4.59 050= 3.15 030= 1.24 D15= 0.286 D10= 0.119 C 38.54 C 2.79 Date Tested: 3/20/2008 Tested By: A. Duong Remarks Classification (ASTM D2487) Natural Moisture (ASTM D2216) Test Equipment ID: 5 * (no specification provided) Sample No.: 3645 Source of Sample: Date Sampled: 3/18/2008 Location: Sampled at h n' .p r• (in-place) Elev. /Depth: Checked By: W. Hansen 7- ---- T -itte: Project Manager OTTO ROS & ASSOCIATES , N A U INC Client: Rainier Industries, Ltd. Project: Rainier Industries Building K Tenant Improvements 18375 Olympic Avenue South, Tukwila Project No: 08 -0202 MOISTURE DENSITY TEST REPORT 149 144 13 139 0' .Z' (7) - o o 0 134 129 124 ZAV SpG 2.75 Curve No. 3644 Test Specification: ASTM D 1557 -00 Method C Modified Oversize correction applied to each point Preparation Method Hammer Wt. 10 lb. Hammer Drop 18 in. Number of Layers five s\ Blows per Layer 56 Mold Size .075 cu.ft. Test Performed on Material Passing 3/4 in. Sieve L---Zss\\ NM 10.2% LL NT PI NT Sp.G. (ASTM D 854) Estimate % >314 in. 22.0 % <No.200 9.4 USCS GW -GM AASHTO A -1 -a Date Sampled 3/18/2008 3 5 7 9 11 13 15 Date Tested 3/20/2008 Water content, % Tested By A. Duong TESTING DATA 1 2 3 4 5 6 WM + WS 10484.0 10458.0 10493.0 10286.0 WM 5564.0 5564.0 5564.0 5564.0 WW +T #1 683.60 712.50 794.10 647.60 WD +T #1 629.10 642.30 725.90 608.20 TARE #1 0.00 0.00 0.00 0.00 WW + T #2 WD + T #2 TARE #2 MOISTURE 7.0 8.8 7.6 5.3 DRY DENSITY 139.1 136.2 138.6 136.8 ROCK CORRECTED TEST RESULTS UNCORRECTED Material Description Maximum dry density = 139.0 pcf Optimum moisture = 7.0 % 133.5 pcf 8 . 5 % Sample #3644: Brown existing site material USCS: Well- graded gravel with silt and sand Remarks: Test Equipment ID: 4 Project No. 08 - 0202 Client: Rainier Industries, Ltd. Project: Rainier Industries Building K Tenant Improvements 18375 Olympic Avenue South, Tukwila • Location: Sampled at west loading dock stockpile Checked by: W. Hansen 7 Title: Project Manager y MOISTURE DENSITY TEST REPORT OTTO ROSENAU & ASSOCIATES, INC. Particle Size Distribution Report - ASTM D 422 = 5 c o 0 0 0 o 8 < o0 < zi sr) a ii V a a a s g 100 90 80 70 W 60 Z Li Z 50 W 0 0 W 40 0 30 20 10 0 • • • • • • 500 100 10 1 GRAIN 0 1 SIZE - mm 0.01 0.001 % COBBLES % GRAVEL % SAND % SILT 1 % CLAY 0.0 57.1 33.5 9.4 SIEVE SIZE PERCENT FINER SPEC. PERCENT PASS? (X =NO) Soil Description Sample #3644: Brown existing site material USCS: Well- graded gravel with silt and sand Atterberq Limits (ASTM D 4318) 3 in. 2 in. 1.25 in. 1 in. 0.75 in. 0.625 in. 0.5 in. 0.375 in. 0.25 in. #4 #10 #40 #100 #200 100.0 100.0 95.4 87.6 78.0 68.9 61.3 55.0 47.2 42.9 34.4 23.1 14.3 9.4 PL= NT LL= NT PI= NT Classification USCS= GW -GM AASHTO= A -1 -a Coefficients D85= 23.4 D60= 12.0 D50= 7.41 D30= 1.09 D15= 0.164 D10= 0.0820 C 146.91 C 1.21 Date Tested: 3/20/2008 Tested By: A. Duong Remarks Classification (ASTM D2487) Natural Moisture (ASTM D2216) Test Equipment ID: 5 * (no specification provided) Sample No.: 3644 Source of Sample: Date Sampled: 3/18/2008 Location: Sampled at west 10.11 d -. stockpile Elev. /Depth: Checked By: W. Hansen it 47 -- Project Manager OTTO ROSE AU & ASSOCIATES INC • Client: Rainier Industries, Ltd. Project: Rainier Industries Building K Tenant Improvements 18375 Olympic Avenue South, Tukwila Project No: 08 -0202 OTT ROSENAU & ASSOCIATES, INC Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 84926 Description: Resteel Project: Rainier Industries Building K Tenant Permit Number. D07 -434 Improvement Address: 18375 Olympic Ave S, Tukwila Job Number. 08 -0202 Client: Rainier Industries, Ltd Client Address: 18435 Olympic Ave S, Tukwila Inspector and Date Remarks Andy Duong On site to inspect reinforcing steel installation at following locations: 3/18/2008 1) West loading dock footings (line N4.5) 2) South loading dock footing (line C /1) 3) Front entry handicap ramp footing (line 6.5) Reinforcing steel is grade 60 from Nucor Mills. Reinforcing steel placement is as per detail 2/S2 (west and south loading docks) and 11/S2 (handicap ramp) of approved plans. Copies to: X Owner /Client X Architect X Engineer Conforms X Contractor X Building Dept. CONSTRUCTION INSPECTION REPORT Technical Responsibility: alter C ansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4-US — Fax (206) 723 -2221 Fo►m No.: ADMIN -63 -01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 84927 Description: Epoxy Grouted Reinforcing Steel Project: Rainier Industries Building K Tenant Permit Number D07 -434 Improvement Address: 18375 Olympic Ave S, Tukwila Job Number. 08 -0202 Client: Rainier Industries, Ltd Client Address: 18435 Olympic Ave S, Tukwila Inspector and Date Andy Duong 3/18/2008 Copies to: X Owner /Client X Architect X Engineer On site to witness installation of epoxy grouted reinforcing steel dowels for walls and footings at west loading dock and front entry handicap ramp and epoxy grouted reinforcing steel dowels for walls only at the south loading dock. #5 rebar was embedded in %" diameter hole, 4° deep. Holes were cleaned out with a brush and air compressor. Concrete surface temperature is approximately 45 °F. Epoxy adhesive is Simpson Set 22. Epoxy installation as per details 2 and 11/S2 and Simpson Company manufacturer's instructions. Conforms X Contractor X Building Dept. CONSTRUCTION INSPECTION REPORT Remarks Technical Responsibility: Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888-0TTO - 4 - US - Fax (206) 723 - 2221 Fofm No.: ADMIN - -63 - 01 (Rev 05/03) after C Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. OTTO ROSENAU & ASSOCIATES, INC. 17,0 Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number: 08 -0184 Project: Racha Southcenter Address:05 Southcenter Mall, Tukwila Inspector: Randy Carpenter MAY 0 9 2008 COMMUNITY DEVELOPMENT Description /Location: On site to test and inspect concrete placement for slab at grids H to J.2 from lines 27 to 30. Resteel Verified: Yes 3/11/2008 by Rick Hardy Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Specimen Number 1 3 4/9/08 Copies to: Client ❑ Architect ❑ Engineer Placement Data Corliss J24000 4 "t1" 0.50 Maximum N/A 57.00 Pump No Required Strength (psi): 4000 Sampling and Testing Data ASTM C 172, C 31 Time Made Cast Samples: 1-4 10:00 am Weather: Cloudy Slump Range: — Date Samples Picked Up: 3/13/2008 Initial Curing Method: Excluding ASTM C31- 12.1.5 Comments 1st truck only (ticket #108590) does not conform. See report #84969 for details. REINFORCING / PLACEMENT: COMPRESSIVE TEST RESULTS Test Field Date Cure 3/19/08 2 4/9/08 4 4/9/08 = Discarded Tested in general accordance to: ASTMC39 D ASTMC617 ❑ ASTMC1231 ❑ Contractor © Building Dept Batch Plant Report Numir;., EctiVtD Cubic Yards 5.00 Design Cement (lbs/type): Fine Agg. (Ibs): Coarse Agg. (Ibs /size): Coarse Agg. (Ibs /size): Coarse Agg. (Ibs /size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Water Slump Air % Conc.Temp Added C 143 C 231 C 1064 15 gal. 5" N/A 60 °F Age Size Area Weight Max Load Strength Fracture Type (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 7 4 x 8 12.5 8.66 56,670 4530 28 4 x 8 12.54 8.69 86,970 6940 28 4 x 8 12.54 8.68 85,820 6840 28 4 x 8 12.54 8.69 84,670 6750 Technical Responsibility: Permit Number: B07405 Client: West Coast Properties Address: 12518 NE 163rd Street, Woodinville Date: 3/12/2008 Grade: 60 Mfg: Cascade Actual ❑ Batch Weights /Cubic Yard 489# 1404# 1730# 3/8" 103# 145.8# 26 oz. GLENIUM 3030 Ambient Temp 46 °F Slag (Ibs): Truck Ticket No. No. 0109 108598 Air % Range: — Initial Curing Temp: ExcludingASTM C31- 10.1.2 Conforms ❑ Does Not Conform Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888- OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN - 62 - 04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number: 08 -0184 Report Number: RC75799 Project: Racha Southcenter Address: 1105 Southcenter Mall, Tukwila Inspector: Randy Carpenter Description /Location: On site to test and inspect concrete placement for slab at grids H to J.2 from lines 27 to 30. Resteel Verified: Yes 3/11/2008 by Rick Hardy Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Placement Data Required Strength (psi): 4000 Sampling and Testing Data Time ASTM C 172, C 31 Made Cast Samples: 1-4 10:00 am Weather. Cloudy Date Samples Picked Up: Specimen Number Corliss J24000 4 "t1" 0.50 Maximum N/A 57.00 Pump No Test Field Date Cure 1 3/19/08 • = Discarded Tested in general accordance to: Copies to: ® Client ❑ Architect Engineer 3/13/2008 ❑ Contractor Building Dept ❑ Batch Plant Cubic Yards 5.00 Design Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (Ibs /size): Coarse Agg. (Ibs /size): Fly Ash (Ibs): Water (Ibs or gal): Admixtures (specify): Water Slump Air % Conc.Temp Added C 143 C 231 C 1064 15 gal. 5" N/A 60 °F Slump Range: - Initial Curing Method: Exduding ASTM c31- 12.1.5 Comments 1st truck only (ticket #108590) does not conform. See report #84969 for details. REINFORCING / PLACEMENT: COMPRESSIVE TEST RESULTS Age Size Area Weight Max Load (Days) (in.) (Sq.In.) (Lbs.) (Lbs.) 7 4 x 8 12.5 8.66 56,670 ASTMC39 0 ASTMC617 ❑ ASTMC1231 ❑ Technical Responsibility: Permit Number: B07405 Client: West Coast Properties Address: 12518 NE 163rd Street, Woodinville Date: 3/12/2008 Grade: 60 Mfg: Cascade Actual ❑ Batch Weights /Cubic Yard 489# 1404# 1730# 3/8" 103# 145.8# 26 oz. GLENIUM 3030 Ambient Temp 46 °F 7; 7 E1VED t,Pp, 1 t1 7008 ag Slag (lbs): Truck Ticket No. No. 0109 108598 Air % Range: - Initial Curing Temp: Excluding ASTM C31- 10.1.2 Conforms ❑ Does Not Conform Strength Fracture Type (psi) (other than cone) 4530 Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 888 O7TO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -62-04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 84969 Description: Concrete Placement CONSTRUCTION INSPECTION REPORT Project Racha Southcenter Permit Number. B07405 Address: 1105 Southcenter Mall, Tukwila Job Number. 08-0184 Client: West Coast Properties Client Address: 12518 NE 1 63`' Street, Woodinville Inspector and Date Remarks Randy Carpenter On site to test and inspect concrete placement 3/12/2008 At this time, placement of the 1 truck does not conform. • The 1" truck (ticket #108590) arrived on site at 9:05 a.m. and added 14 gallons of water. • The slump was 5", which is Y2" over the maximum allowed. • Specification is 4" ± 1°. I advised the contractor to send the concrete back. They kept the load. When the truck was 2 hours old, Jim Harrah came out and asked if it was ok to add Glenium3030. I informed Jim Harrah that I could not say if he could add Glenium3030, only the engineer can. Jim said he was adding it. After adding Glenium3030, I asked Jim Harrah how much he added per yard. He did not know; he stated just (4) 4 x 8 cylinder molds of Glenium3030. He thought it was about 225 ounces. The general area where this was placed was at grids H to J.2 from lines 28 to 30. Jim Harrah did not notify the contractor (Kon Chin) that he was adding Glenium3030 to the load. Copies to: X Owner Contractor ' /� Architect X Building Dept. Technical Responsibility: t1.. )O ri 1 X Engineer Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. IGng Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADM/N- -63-01 (Rev 05/03) REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER 1 & TEND. cloudy, 50s I Client Westfield Corporation General west Coast Property CC City of Tukwila Subcontractors for Geotechnlcal Construction TIMES OF SITE VISIT: from 9011 to 0930 SHANNON' WILSON. INC. GECNNIOAL AND ENVIRONMENTAL COMBULTANTS DAILY FIELD ACTIVITY REPORT OJECT HAME)LO A ATTACHMENTS ON PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: 21 -1 -20189 -007 February 28, 2008 176 RXR, MWP D07 -405 Westfield Shoppingtown Southcenter Mall Expansion, Racha Thai & Asian Kitchen CONSTRUCTION OBSERVATIONS Racha "Thai & Asian Kitchen Geofoam subgrade Floor Slab Design At the request of Bryan Low of Westfield Corporation. we arrived on -site today to evaluate the geofoam light- weight fill used beneath the floor slab at the approximate location shown in Figure I. The geofoam was covered with approximately 94- to 1 -foot of 'i - to % -inch diameter clean pea gravel. We uncovered the geofoam by removing small areas of the pea gravel at several locations. Based on our observations. it appears that the geofoam was installed under the majority of the Racha Thai S. Asian Kitchen floor slab in accordance with the project plans and our recommendations. We reviewed the floor slab design and found it to be identical to the mall floor slab. 'therefore. it is our opinion that the slab has been designed to accommodate the anticipated long -term ground settlements without excessive cracking. Figure 1 — Site Map ReC1 !VED FEB 2 9 2008 commuNiTY nevELoPacteu LIMITAT IONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informal of the progress and quality of the Mork The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct she contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise Me contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means. methods, sequences. procedures, connn,ction site safety. quality of work, and adherence to the contract documents. REVIEW BY (PMinitial/date) e.gAfiX) 7 Page1 of 1 R • 0 so 1• ECG! Aliocc.:11■2 • .4111110P0111111101r • 411■:1111111100111E11 4311111104111111101111 76111110 • 4a.:91111■:71111111:1 • 1 11h0.4111i0I11111 11111110111011 •, isismoni 1101111h zgabliglISTA: 441111i0111 * r 1 1111111;! -- iki ova m pips 1131111:119 •11 ■464 B 2 9 2008 1MUNITY OPMENT 1 1 1 PARAPET EXTENSION FOR RACHA THAI & ASIAN KITCHEN WESTFIELD MALL, TUKWILA, WA STRUCTURAL CALCULATION FILE COPY PP ! i . m G Y....�. .. ,a.�n ���.•....�. RECEIVED CITY OF TUKWILA FEB 0 8 2.008 *EHMIT CENTER STRUCTURAL ENGINEER : JOHN C.L. CHOU PE. SUNRISE ENGINEERS, INC. SEATTLE, WA • � ow� ' y, ti 0 z/STEog i j 1a457 ~•~~• `` ! 0 11AL ��G„ �•' \ \ /g/01 W '-105 REVIEWED FOR CODE COMPLIANCE APPROVED MAR - 5 ,200� i2( (4) City Of Tukwila I N CORRE�j�1'ION RE FEB - 8 2008 PERMIT CENTER Wind Load Calculations Calculations for facade and signage attached to existing mall building. This submittal is limited to facade and attached signage. The facade and signage is a small addition to the existing structure. Calculations are to support the addition of the facade and signage, including added support beams and connections needed to support the additions noted. The IBC 2006 is the building code reference. The facades are divinded into 3 groups, A, B and C. Group A facades are 16 feet tall and 22 feet wide. Group B and C facades are 13 feet and 6 inches tall and 21 feet and 6 inches and 8 feet wide respectively. Therefore, the frontal areas to wind are calculated below. Frontal areas are calculated below Gr. A 16 x 22 = 352 Gr. B 13.5 x 21.5 = 290 Gr.0 13.5x 8= 108 IBC(2006) Specified 85 MPH design wind speed and class C exposure. The facades are attached to the steel structure where connecting to the existing structure. The wind load apl shall be equal to the wind load apply to the parapet wall. Recalculation of the wind loads uses method 2 Section 6.5 from ASCE -7 -05 to specifically address parapet walls. Section 1609.1.1 of the IBC specify the use of ASCE7 section 6. Wind pressures Section 6.5.12.4.4 Parapets (design pressure for components and cladding). Using equation 6 -24 P = Qp(GCp- Gcpi), Where Qp = Velocity pressure GCp = External pressure component Gcpi = Internal pressure component Qp = 0.00256 KzKzt Kd V , Where Kd = wind directionality factor Kzt = topographic factor Kzt = Velocity pressure coefficient I = Important factored RECEIVED CITY OF TUKWILP Kd = 0.85 For Building C &C FEB 0 8 2008 PtHMIT CENTER For wind toward a facade wall, P = 17.7 x (1- (- 0.18)) = 51.4 # /FT2 For the front parapet and signage For Gr. A facade Wind Loads For Gr. B facade Wind Loads Kz = 0.98 From Table 6 -3 Case I Kzt = 1 Per IBC 2006 I = 1.15 building Category II V = 85 MPH Qp = 17.7 # /FT2 GCp = 1.8 For wind toward surface Section 6.5.12.2.4 Gcpi = -1.1 For pressure toward surfaces Section 6.5.12.2.4 Gr. C facade have the same structural support as Gr. B facade but less frontal area. Therefore, the use of G result will be more conservative. Use Gr. B result for the Gr. C structural support elements. Gr. A facade Cross section view R6 16 Calculation E Fx E Fy EM Wind Force_ = (P)(Area) 51.4 x 352 18087 Ib. Wind toward the facade = (P)(Area) 51.4 x 290 14914 Ib. Wind toward the facade ♦ -R5 ti 1 R2 t R4 R3 12 0; W = R2 +R1 0; R4 = R6 0 ; W(8) = R5(12) RECEIVED CITY OF TUKWILA FEB 0 8 7008 PERMIT CENTER There are 3 bracket that support the facade; Therefore, the middle bracket will see half of the load( assume 1 Therefore, each bracket will have maximum Toad of 8525 Ib. Gr. B facade 13.5 Calculation E Fx E Fy EM R5 = 0.67 x 18087 12058 Ib. R2 = W - R5 6029 Ib. R6 = R5 12058 Ib R4 = R6 = 12058 Ib. C = sqr(R5 + R6 = 17050 Ib. R1 = R5 12058 Ib. R6 1 R2 t 1 R4 R3 12 R5 = 0.56 x 14914 8389 Ib. R2 = W - R5 6525 Ib. R6 = R5 = 8389 Ib R4 = R6 = 8389 Ib. 0; W =R2 +R1 0; R4 = R6 0 ; W(6.75) = R5(12) C = sqr(R5 + R6 = 11862 Ib. R1 = R5 RECEIVED = 8389 Ib. 2008 CITY OF a FEB 0 8 2008 PERMIT CENTER There are 2 bracket that support the facade; Therefore, the middle bracket will see half of the load( assume 1 Therefore, each bracket will have maximum load of 5931 Ib. if the support perpendicular to the pa The weight of the facade structure is 5103 Ib. Therefore the seismic base shear from the facade to the structure is Summary Panel group A has 3 supports. Therefor, the middle support will get half of the total vertical load(assume othe Panel group B and C both have 2 supports at the end. Therefor each support will get half of the load The middle support of panel group A will control. Check the strength of connection. The seismic force is smaller than the wind force. Use the wind force to design the steel supporting facade sti The facade weight is comparatively small compare to the overall building system. Therefore, the forces that ■ can be negligible. The edge support The dead load of group A facade is 5103 Ib. as stated above. The factored load is = 1.4D 3572 Ib. The factored shear force is = 1.6W = 10440 Ib. TS 6x6x5/8 is used to support the facade as a column. This factored load is well within the column strength. This is supported by 4 -3/4" bolts group at the edge of the deck. This factored load is well within the bolts strength (combined tension and shear) The bracket support The factored vertical load = 1.6W 13640 Ib. The factored shear force = 1.6W 13640 Ib. The edge beam DL from the deck V = 908 based on c TS 4x4x1/4 is used to support the facade as a bracket. The TS4x4x1 /4 x 17' -0" can carry up to 39900 Ib. This is well within the strength of the 4x4x1/4x 17' -0" steel tube the bracket connect to the structural slab with 4 - 3/4" expansion bolts. The shear force is well within the strei = self weigh + ceiling RECEIVED 55 psf CITY OF TUKWIL.A FEB 08 2008 PERMIT CENTER LL assume mechanical area = 150 psf control Wind Toad see above snow load = 25 psf Seismic load = see above (Wind Toad control) There are 3 edge beam that support the facade. W21x44 is 14 ft long and has pinned supports at both ends. To be more conservative, apply a vertical factor Length = 14 ft Point load from W12x14 = 15000 Ib. at middle span Point Toad from facade = 3570 Ib. Mu = PU4 = 65450 Ib-ft The moment capacity of W21x44 is 200000 Ib -ft at Lu = 14' The strength of beam is adequate W27x84 is 20 ft long and has pinned supports at both ends. To be more conservative, apply a vertical factor Length = 20 ft Point Toad from W16x26 = 15000 Ib. at middle span Point load from facade = 7140 Ib. Mu = PU4 110700 Ib -ft The moment capacity of W27x84 is 200000 Ib -ft at Lu = 20 ' The strength of beam is adequate W27x84 is 36 ft long and has pinned supports at both ends. To be more conservative, apply a vertical factor Length = 36 ft Lu = 12 ft Point Toad from facade = 3570 Ib. at middle span additional moment is = 3213 Ib -ft The capacity of W27x84 = 730000 Ib -ft at Lu = 15' The additional moment is 0.44 % of the moment capacity of the beam. Therefore, The addition of facade has no effect on this beam There are 3 interior beams that support the brackets W16x26 is 10 ft long and has pinned supports at both ends. To be more conservative, apply a vertical factor Length = 10 ft Tributary width = 7 ft Factored line Toad = 4650 plf Point Toad from facade = 13640 Ib. at middle span Mu = WL /8 +PU4 = 94100 Ib-ft The moment capacity of W16x26 is 117000 Ib -ft at Lu = 10' The strength of beam is adequate W12x14 is 14 ft long and has pinned supports at both ends. The beam has 9 shear studs. A vertical factored Length = 14 ft Tributary width = 7 ft Factored line Toad = 2324 pif Point load from facade = 13640 Ib. at a quater span RECEIVED ( rry OF TUKWILA r kB 0 8 2008 PLr(MIIT CENTER Mu = WL /8 +PU8 80800 lb-ft The moment capacity of W16x26 is 100000 lb-ft The strength of beam is adequate partially composite action W30x116 is 14 ft catilever from W32x169. The facade bracket support at 9 ft from support There are also the weight of the facade itself apply to this beam at the tip of cantilever. Factored load at the end = 10710 at 14' from support( 3 suppots) Factored load at the bracket = 27280 at 9' from support(2 supports) additional moment is = lb-ft 395460 The capacity of W32x169 = 2100000 lb-ft at Lu = 14' The additional moment is 18.83 % of the moment capacity of the beam. Therefore, The addition of facade has no effect on this beam RECEIVED CITY OF TUKWILA t tB 0 8 2008 PERMIT CENTER Envelope Requirements (enter values as applicable) Project Address g a c bet _v"6i ; `F As k�+- Minimum Insulation R- values Roofs Over Attic For Building Department Use F COPY P r rrn E Y7 ST/ 06' All Other Roofs Applicant Address: /to 5 8 6 y ( S A-v'Q . Sep, g712.1 Applicant Phone: 2_06 , 32 2 f-13 -1 3 Opaque Walls' Below Grade Walls Floors Over Unconditioned Space Slabs -on -Grade Radiant Floors Maximum U- factors Opaque Doors r 140 Vertical Glazing , q 0 Overhead Glazing 10/A Maximum SHGC (or SC) Vertical /Overhead Glazing I iN /A Project Info Project Address g a c bet _v"6i ; `F As k�+- Date 2 / S / d 6 33 5oij,e1� cevt'I -Cv rk.d..- I( For Building Department Use F COPY P r rrn SPA the WA oigilS' /� Applicant Name: 6/ t Lit Vfl M tat 4 os! Applicant Address: /to 5 8 6 y ( S A-v'Q . Sep, g712.1 Applicant Phone: 2_06 , 32 2 f-13 -1 3 Space Heat Type Q Electric resistance 0 All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross el required Wall opaque if they are insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing W L/ q.2_5 _ 177 5 x100= 3 6 r -2 9 `7 Concrete/Masonry Option p Q yes p� no Check here it using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly below. 0 y Semi- Heated Path fd / no Check here if using semi - heated path and if project meets all requirements for semi - heated spaces as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall insulation requirement is reduced (2006 change). Only available in prescriptive path. CITY OF TUKWILA - BUILDING DIVISION 2006 Washin ton State Nonresidential Ener Code Com'iiance Form Envelope Summary Climate Zone 1 ENV -SUM 2006 Washington State Nonresidential Energy Code Comptience Forms Project Description ['New Building ❑ Addition ❑ Alteration ❑ Change of Use Compliance Option ❑ Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) ❑ Seattle EnvStd ❑ Systems Analysis 1. Assemblies with metal framing must comply with overall U- factors Notes: COR LTR# sDo7- H os Opaque Concrete /Masonry Wall Requirements Wall Maximum U- factor is 0.15 (R5.7 continuous ins) CMU block walls with insulated cores comply If project qualifies for Concrete/Masonry Option, list walls with HC 2 9.0 Btu/ft below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 10 -9 in the Code. Wall Description (including ins ECTION Revised July 2007 U- factor 17 ,.;, RECJJV D- FEB` — 8 2008 PERMIT GENTEh Project Address Date Space Heat Type 0 Electric resistance /All other For Building Department Use Glazing Area as % gross exterior wall area Prop. I Max.Target Concrete/Masonry Option 0 Yes e(No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). Building Component List components by assembly ID & page # Proposed UA U- factor x Area (A) = UA (U x A) Target UA U- factor x Area (A) = UA (U x A) 6upel0 lealPan U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: 11 Q • 1 b x / : �s0 Glazing % Electric Resist. Other Heating 0 -30% 0.40 0.55 >30 -45% see note above 0.45 /, o Li s X 6 ( q ..-_- 21 a Overhead Glazing (sa�uv Jane U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: Glazing % Electric Resist. Other Heating 0 -30% 0.6 0.7 >30 -45% see note above 0.6 Otn. KOots U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: Opaque Doors U= Plan ID: U= Plan ID: U= Plan ID: Electric Resist. Other Heating 0.60 0.60 • JOAO s;ooa R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating 0.031 0.036 s s oo Ja440 R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating 0.034 0.046 Opaque Walls* R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID:. R= Plan ID: R= Plan ID: **Note: sum of Target Areas here should equal Target Opaque Wall Area (see back) ** ** Electric Resist. Other Heating Frame -Wd 0.062 0.062 Frame -Mtl . 0.062 0.109 Mass Wall" 0.15 0.15 ++ see mass wall Criteria apeJO mops R= Plan ID: R= Plan ID: R= Plan ID: Note: if insulated to levels required for opaque walls, list above with opaque walls Electric Resist. Other Heating Int Ins 0.062 0.062 Ext Ins 0.07 0.07 JOAO sJOOI j R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating 0.029 0.056 apeJ6 -uo-gelS R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating F =0.54 F =0.54 (see Table 13 -1 for radiant floor values) r For CMU walls, indicate core insulation material. Totals 6 1-1 y 2 5 (' Totals' 6 y (1 2 90 2006 Washington State Nonresidential Energy Code Compliance Forms To comply: 2006 Washin ton State Nonresiden ial Ener Code Com • liance Form • • Envelope UA Calculations Climate Zone 1 ENV -UA Revised July 2007 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. Glazing List components by assembly ID & page # Proposed SHGC SHGC' x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A 6uaze19 ID: ID: ID: ID: ID: ID: Glazing % Electric Resist. Other Heating 0 -30% 0.4 0.45 >30 -45% not allowed 0.4 *Note: Manufacturer's SC may be used in lieu of Totals Totals Climate Zone 1 ENV -SHGC 2006 Washington State Nonresidential Energy Coda Compliance Forms For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE: Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together. Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM1) exceeds the maximum allowed in Table 13 -1. then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above Glazing Area Opaque Area Gross Exterior Wall Area Ix1 I =I 100 I = I - I Roofs over Attics Other Roofs ( Walls) UN/1J • IV 001111 1V11 O \G IWI 1r6 84011110! LI101 Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls OG= OG= VG= Max Glazing Area (Table 13 -1) Target OG Area in Roofs over Attics Target OG Area In Other Roofs • Max OG Remaining $ lesser Proposed Opaque Area Proposed Opaque Area t Proposed VG Area Maximum Target Glazing Area II lesser Proposed OG Area Target OG Area Target Opaque Area Target VG Area vvO vvnr rronw let r r Target VG Area Target Opaque Area + I I I I Note: If there is more than one type of wall. the Target VG Area may be distributed among them. and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. Revised July 2007 Note: OG = overhead glazing VG = vertical glazing For Target OG's, the lesser values are used both here and below. I Target Areas OK I Target values in shaded boxes are used in the applicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also used in the applicable Target SHGC calculations above. rlupu`Jeu ,..16m.11% • • p «,. Location (floor /room no.) Occupancy Description Allowed Watts per ft2 .. Area in ft Allowed x Area (floor Dirt i iA9 avfa- 1. 1136G LigS3 �i Una e • SO /A0 60 Re o s+ OA � C e gd /// a '170 0-0 3 Ito J7d 6 •' From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total flowed Watts 5 0Oej rlupu`Jeu ,..16m.11% • • p «,. Location /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed (floor p l k it a ii-a... 93/7/50!/ 2 5 /20 /y0/ho gg25 f 6 ice c(/?. 25fV0 /9o,tby 260 1 / !/l Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Lig S 3 CITY OF TUKWILA - BUILDING DIVISION 2006 Wasington State Nonresidential Energy Code Compliance Form Interior Lighting Summary LTG -INT 006 Washington State Nonresidential Energy Code Compriarxe F Project Address (ha - a a hx ;a H t athei Revised July 2007 Project Info 633 S6 ti -lli ct°M*ev MAO I semi le 1 i i Applicant Name: -� om a S L Applicant Address: r y05 g0�1 5 7l1 A-ve, Sea ,( lo)22 Applicant Phone: 2 p 6 . 322, q323 , Date For Building Department Use Project Description tJ New Building ❑ Addition ❑ Alteration ❑ Plans :n :tided 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). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) 1:3 No changes are being made to the lighting El Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Watta • ,_ . • Notes: 1. For proposed Fixture Description, indicate fixture type, lamp 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, Tamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the Tamp 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 luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM SP' HP /BHP Flow Control Location of Service L- `1' G C R SA is Soo , 7, 465 " ' roor -Fop CITY OF TUKWILA - BUILDING DIVISION 2006 Washington State Nonresidential Energy Code Compliance Form MECH -SUM Mechanical Summary 2006 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. fides Plans h5-1-AN ( I5 - vi packty._Q roof -fop (,01;1 w/ e co r o . DiA c h Sh4 t % de cf-e cf ors a. i'.ee u t cl - c "o✓IL. Include documentation requiring compliance with commissioning requirements, Section 1416. Revised July 2007 Compliance Option /Simple System Q Complex System Q Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH-SUM for simple & complex systems.) 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 A I Brand Name' Le nn os Model No.' TGA ISoS.Z BS Capacity Btu/h lfr6, 000 Total CFM Coot) OSA CFM or Econo? ECol■O SEER or EER /o, I IPLV Location r Heating Equipment Schedule Equip. ID Brand Name' Lennox Model No.' TbA / Y052 35 Capacity Btu/h 2 60 000 Total CFM 6. 060 OSA cfm or Econo? E cot Input Btuh 260 Output Btuh 2d , 000 Efficiency' 00 Project Info Address ress /2Gt�,j1 a, �h� i - f - �S %®rte t/4-i�Cl1 t°h Date 63i 5044 (0,j— A , 1 4 11 cea, LilA For Building Dept. Use qe)) 2. Applicant Name: P ✓ d1' c( C l i VI,,L Applicant Address: Applicant Phone: i.4 5 _ 266_ 6 q 55 CITY OF TUKWILA - BUILDING DIVISION 2006 Washington State Nonresidential Energy Code Compliance Form MECH -SUM Mechanical Summary 2006 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. fides Plans h5-1-AN ( I5 - vi packty._Q roof -fop (,01;1 w/ e co r o . DiA c h Sh4 t % de cf-e cf ors a. i'.ee u t cl - c "o✓IL. Include documentation requiring compliance with commissioning requirements, Section 1416. Revised July 2007 Compliance Option /Simple System Q Complex System Q Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH-SUM for simple & complex systems.) 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 A I Brand Name' Le nn os Model No.' TGA ISoS.Z BS Capacity Btu/h lfr6, 000 Total CFM Coot) OSA CFM or Econo? ECol■O SEER or EER /o, I IPLV Location r Heating Equipment Schedule Equip. ID Brand Name' Lennox Model No.' TbA / Y052 35 Capacity Btu/h 2 60 000 Total CFM 6. 060 OSA cfm or Econo? E cot Input Btuh 260 Output Btuh 2d , 000 Efficiency' 00 REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. cloudy, 50s Client Westfield Corporation General West Coast Property CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISIT: 2 from 900 to 0930 We reviewed the floor slab design and found it to be identical to the mall floor slab. Therefore. it is our opinion that the slab has been designed to accommodate the anticipated long -term ground settlements without excessive cracking. NO. TOPIC AND LOCATION DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND RECOMMENDATIONS TO OWNER FURTHER ACTION RECOMMENDED TO OWNER 1 Racha Thai & Asian Kitchen Geofoam subgrade At the request of Bryan Low of Westfield Corporation. we arrived on -site today to evaluate the geofoam light - weight fill used beneath the floor slab at the approximate location shown in Figure I. The geofoam was covered with approximately - to 1 -toot of '4 - to % -inch diameter clean pea gravel. We uncovered the geofoam by removing small areas of the pea gravel at several locations. Based on our observations. it appears that the geofoain was installed under the majority of the Racha Thai & Asian Kitchen floor slab in accordance with the project plans and our recommendations. 2 Floor Slab Design We reviewed the floor slab design and found it to be identical to the mall floor slab. Therefore. it is our opinion that the slab has been designed to accommodate the anticipated long -term ground settlements without excessive cracking. t =Ill SHANNON &WILSON, INC • DAILY FIELD ACTIVITY REPORT (Pr r P. PROJECT NAMEILOCATION ATTACHMENTS FILE COPY Figure 1 — Site Map PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: 21 -1 -20189 -007 February 28, 2008 176 RXR, MWP D07 -405 Westfield Shoppingtown Southcenter Mali Expansion, Racha Thai & Asian Kitchen CONSTRUCTION OBSERVATIONS CORRECTION LTR# Z' REVIEWED FOR CODE COMPLIANCE APPROVED MAR - 5 2008 City Of Tukwila BUILDING .DISI.,ON 01' LIMITATIONS: The Shannon h Wi /son field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non - conforming work or failure to reject any non - con forming work does not relieve the contractor from complying with its contract documents. Shannon if Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety. quality of work, and adherence to the contract documents. RE , •ter! r� CITY OF i l1t�� �r FEB 29Z008 PERMIT CENTER REVIEW BY (PM initiaVdate) Page 1 of 1 bd •V - 0 11111A1■NO •■•••J1OO■ VIOVI s••• •••• 111111•t•J1• 11.■I11•1111■Y. 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T.0 PARAPETj, EL +72.85 1- STONE BAND ROOF LEVEL 4 ,), EL. +68.85 THIN BRICK EXT AS 1-2 AS 7-2 /Z RECEIVF'' FEB -8 2008 PERMIT CENTEF SECOND LEVEL EL +4683 AB 1-2 A8.1-2 THIN BRICK EXT A8.I - 2 STONE BAND GROUND LEVEL di EL +28.85 03 -05 -2008 ELIZABETH MONTGOMERY 1405 BOYLSTON AVE SEATTLE WA 98122 RE: Permit Application No. D07 -405 1150 SOUTHCENTER MALL TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 10/30/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Codes, Uniform Plumbing Code and/or the National Electrical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 04/27/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 04/27/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, J fer Marshall Permit Technician xc: Permit File No. D07 -405 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 February 25, 2008 Elizabeth Montgomery 1405 Boylston Av Seattle WA 98122 RE: CORRECTION LETTER #2 Development Permit Application Number D07 -405 Racha Thai & Asian Kitchen —1150 Southcenter Mall Dear Ms. Montgomery, This letter is to inform you of corrections that must be addressed before your development permit(s) 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. BuildinE Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached memo. 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 throu ,ih the mail or by a messenger service. Sincerely, Brenda Holt Permit Coordinator encl File No. D07 -405 City of Tukwila Department of Community Development Jack Pace, Director 14(4- P:1Pennit Center\Correction Letters \20071D07-405 Correction Ltr #2.DOC jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: February 20, 2008 Project Name: Racha Thai & Asian Kitchen Correction letter #2 Permit #: D07 -405 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. The means of egress path as revised is close but still needs some work. The maximum travel distance from any point in the restaurant seating area to this path is 30ft. per section 1025.8 of the IBC. This single direction path is referred to as the common path of travel. When one walks 30ft. from the most remote end of dining 4 they are not in a means of egress that travels in two distinct directions to two different exits. If you added a means of egress path across the back of dining 2 and dining 3 connecting exit door103 to the proposed means of egress path at approximately grid J.3 and grid 26.5 then two paths of travel would be available within 30ft. of the end of dining area 4. Please complete egress path to comply with maximum common path of travel of 30ft. 2. The revised notes added to the exit doors to provide signage stating that "this door to remain unlocked while building is occupied" are not appropriate for exit doors 103 and 107. This exception can only be used on the main exit or entrance doors 102 and 104. Doors 103 and 107 must always be open able from the inside without any special knowledge or effort. Please correct these added notes. Panic hardware is required on door 103 but without the signage. 3. There are no structural details for concrete slab and footings for this second submittal. Other adjacent tenants have used thicker than normal slabs with rebar criss- crossed through the middle. A geotechnical report is needed to confirm design and soil compatibility. These details may need to be confirmed through the Mall Geo- technical representative. Please submit this information after consulting with tenant coordinators. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. RECEIVED CITY OF TUKWILA December 3, 2007 FEB O 8 20b8 PERMIT CENTER Mr. Robert Benedicto Building Official City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 -2544 JbOlb LIO5 RE: Request for Overtime Plan Review (Tenant) Racho% MA; +A s oak 14 b, Address # Southcenter Mall, Seattle, WA 98188 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 process be initiated immediately for this set of plans only. Sincerely, (Tenant/Tenant Architect or Engineer/Westfield Staff) Title h t om-- fi-e p Cc: Tenant file Josh Kimmel Southcenter Field Tenant Coordination I November 29, 2007 Elizabeth Montgomery 1405 Boylston Av Seattle WA 98122 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -405 Racha Thai & Asian Kitchen —1150 Southcenter Mall Dear Ms. Montgomery, This letter is to inform you of corrections that must be addressed before your development permit(s) 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, Planning, and Public Works Departments. At this time the Fire Department has no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached memo. Planning Department: Moira Carr Bradshaw at 206 431 -3651 if you have questions regarding the attached memo. Public Works Department: Dave McPherson at 206 431 -2448 if you have questions regarding the attached memo. 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 messenzer service. Sincerely, ifer M shall it Technician enc File No. D07 -405 City of Tukwila Department of Community Development Steve Lancaster, Director PAPernit Center\Correction Letters \2007007-405 Correction Ltr #1.DOC jem Steven M Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: November 28, 2007 Project Name: Racha Thai & Asian Kitchen Permit #: D07 -405 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. Please provide a floor plan showing the means of egress pathways. This can be shown by shadowing or some other method to show that the required width is maintained for the occupant load served and that a person can exit the building by traveling in either direction along the means of egress. This path needs to have emergency lighting complying with section 1006 of the IBC. The emergency lighting shown on the plans may not meet the intensity levels required by this section at the floor level along the entire length of the means of egress. 2. The occupant load for the patio area exceeds 50 and two exits are needed. Both exit doors will need to swing in the direction of travel. 3. One lavatory is required for every two water closets. The mens room will need two lavatories per state amended table 2902.1 IBC. 4. Door #105 appears to be a sliding door serving as an exit to 24 occupants. It will need to comply with section 1008.1.3.3 IBC or be side hinged. 5. The main exit doors are allowed to have locking hardware but this hardware shall meet code requirements as stated in section1008.1.8.3. This exception should apply to the double entry doors #101 and #102. All other exit doors from the A occupancy shall have panic hardware per section 1008.1.9. 6. The suspended ceiling details shown on sheet A9 are not per current code for seismic design category D. Your plans need to show compliance with ASCE Standard 9.6.2.6.2. 7. The rear wall between the corridor and this restaurant should be a one fire partition as required for tenant separation. Per discussions with the mall architects, the inside face of this wall will be completed under this permit. Please provide a note on the plans or add an additional wall detail to show what wall assembly will be used for this wall. Provide code reference or listing number. Also show fire rating of rear door to corridor. 8. The entry structure /tower is lacking structural calculations and is proposed to be constructed on a spread footing placed on compacted structural fill. We will need a soils report to coincide with the engineered foundation design. We will be sending this portion of the project out of office for structural plan review so more review comments may be forthcoming. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. Date: 21 November 2007 Interdepartmental Memorandum From: Moira Carr Bradshaw, Senior Planner Department of Community Development Planning Division 206 431 3651; mbradshaw @ci.tukwila.wa.us Subject: D07 -405 Racha Thai & Asian Kitchen Thank you for the color and materials board and colored elevation. The Isometric View (Sheet A15) and cross sections (Sheet A 13) have also been helpful. This project is required to undergo an administrative Design Review using the Southcenter Expansion Tenant Exterior Storefront Criteria. The following staff comments relate to the criteria that have been reviewed and approved by the City's Board of Architectural Review. There are a couple of elements that require design modification. The criteria are shown below in italics with staff discussion following. A fascia panel component shall be incorporated into this tenant's elevation. The southwest corner of the tenant building envelop shall include a vertical or horizontal expression located above the tenant storefront. This feature may incorporate one or all of the following: Northwestern architectural features, glass with expressed structural elements and signage. Vertical metal tubing as depicted on the elevations is encouraged. We request modification of two aspects of the tower design. First, please modify the tower entrance so that it is three dimensional. It appears as a false front rather than a true tower element for the entrance. This tower is adjacent to two other entrances that are prominent structurally and fairly large. Secondly, please create a more contemporary design. Our suggestion is that the materials that you are using act as the distinguishing feature and that the overall lines, shape and scale be simpler. For example, we suggest that you could remove the formed metal bas relief with the elephant motif on the tower element. Note that on Sheet Al2 the Outside Elevation Patio View does not accurately show the southwest edge. The tenant's parapet shall be flat and respect the contemporary look of the base building Arched parapets, domes, pyramids or other pitched type roofs are strongly discouraged. The fascia is heavily decorated with a pattern that does not relate to the base building - that is - the use of square brass plates doesn't relate to any other architectural expression on the facade. Nor do the vertical elements, the columns continue above to the fascia panel. How will the edges between the EIFS panel and the brick be treated? The stone cap shown along the top of the western edge of the parapet will not be needed along the eastern end where the parapet elevation changes from — 54 feet to approximately 78 feet. The stone cap is shown as a "red" element on the colored elevation. Is a sample of that stone available? Our suggestion would be to use the stone used in the base building. All surface materials should be combination s of brick veneer and cast stone. If desired a minimum of 20 % of the surface areas may be finely detailed and finished EIFS or horizontal articulation. The material choices are high quality. It appears that EIFS is used over more than 20 %, which may be acceptable is the other comments are addressed. Tenant 6 is encouraged to incorporate the base building brick and or stone as part of their storefront design. Up to 15% of tenant storefront may have mosaic accent tile to highlight specific design elements. The metal plated square emblems across the fascia exceed the amount of accent material. Please reduce the use of these features. The east elevation (see enclosed photo) visible from the entry drive must be articulated and finished in a manner similar to the south facade with similar lighting, finish materials and possible display windows. A picture of this elevation is attached. Please evaluate the storefront and create a focal element for this elevation through plant or building design. Of note is that a bridge will be constructed that connects the garage to the mall structure and will be a dominant element of this view. However, the bridge will frame the lower portion of your storefront. The exterior shall include a landscaping element to provide transitions between building and pedestrian areas, soften building edges, provide focal points and create interest and detail. Please provide a plan with a landscape design and planting plan. In summary, what we think works is the attention to detail, the high quality materials, the incorporation of lighting into the overall design. What we think doesn't work are the lack of vertical expression and the disconnect between the storefront's horizontal expression with the horizontal expression of the base building adjacent to the storefront. \ \Tuk2 \vol3\HOME\MOIRA\mall\D07 -405 Racha Thai.doc PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design Construction Standards DATE: November 19, 2007 PROJECT: Racha Thai Restauarant @ Southcenter Mall Miscellaneous Review Comments REVIEW #: 1 PERMIT NO: D07 -405 PLAN REVIEWER: Contact David McPherson at (206) 431 -2448, if you have any questions regarding the following comments. 1) Submit plans prepared by a Washington State licensed engineer showing how the restaurant gray water is tied to sanitary sewer via grease interceptor and waste line is tied to the on site sanitary sewer line. Show pipe length, size, materials, and inverts. Please note that if the connection cannot be provided by gravity, pump size calculations and cut sheets shall be submitted as part of Racha plumbing permit PG07 -296 submittal. 2) Submit a construction cost estimate for work outside building envelope consisting of sewer connection to grease interceptor and sanitary sewer connection to the on site sewer line building for sewer. November 29, 2007 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Structural Review Racha Thai and Asian Kitchen — D07 -405 1150 Southcenter Mall, Tukwila Dear Mr. Swanson: Please review the enclosed plans and documents for structural compliance with the 2006 International Building Code. If you should have any questions, please feel free to contact me at (206)431 -3672. Sincerely, Brenda Holt, Permit Coordinator encl City of Tukwila Department of Community Development Steve Lancaster, Director xc: Permit File No. D07 -405 Steven M. Mullet, Mayor H:\Documents\Structural Consultant\D07 -405 - structural review.DOC Page 1 of I bh 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 October 29, 2007 Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 Tenant improvement permit for Thai Food International Tukwila Permit No. 0() —1 4 OS is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy 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: ' Acknowledgement to be signed by the responsible officer of the tenant Print Name: Title': flmla l ill i fre5i'd eve I Tenant Name: Thai Food International ,E V , OCT 3 O 22007 PERMIT GENIE- - Al �Public Health Seattle & King County HEALTHY PEOPLE. HEALTHY COMMUNITIES. David Fleming, MD, Director and Health Officer September 24, 2007 Nos Narin Catch Design Studio 1405 Boylston Ave. Seattle, WA 98122 Dear Mr. Narin: RE: PLANS AND SPECIFICATIONS FOR: Racha Thai and Asian Kitchen at 633 Southcenter Mall (R5), Tukwila, WA (98188) SR1147417 PIE 6743 (Risk 3; seating over 250) 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. Your establishment has been assigned the following plan review service number (SR1147417). 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 the enclosed 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, Owner Alder Square Environmental Health Services 1404 Central Avenue South, Suite 101 • Kent, WA 98032 T 206 - 296 -4708 F 206 - 296 -0163 TTY 711 • www.metrokc.gov /health S City of Seattle Gregory J Nickels, Mayor D01 -40 King County Ron Sims, Executive DEPARTMENTS: Build] g Diuision Complete TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROU SLIP ACTIVITY NUMBER: D07 -405 DATE: 05 -21 -08 PROJECT NAME: RACHA THAI & ASIAN KITCHEN SITE ADDRESS: 1150 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued BOO AW � Ire Prevention Pu is WorF 41i 49 Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05 -27 -08 APPROVALS OR CORRECTIONS: Incomplete Structural Review Required (0 Planning Division I R Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 06 -24 -08 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -405 PROJECT NAME: RACHA THAI & ASIAN KITCHEN SITE ADDRESS: 1150 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 2 DATE: 02 -29 -08 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Biting ivision Fire Prevention Public Works ❑ Structural ❑ Complete DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03 -04 -08 Please Route PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP d TUES/THURS ROUTING: APPROVALS OR CORRECTIONS: Incomplete Structural Review Required Planning Division Permit Coordinator Not Applicable Comments: Permit Center. Use Only .. , INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 04 -01 -08 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments Issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 ❑ ACTIVITY NUMBER: D07 -405 DATE: 02 -08 -08 PROJECT NAME: RACHA THAI & ASIAN KITCHEN SITE ADDRESS: 1150 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Buircnng D P,� lic Work$ • `ND5 Complete APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ AtA:' 20 Planning Division le Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -12 -08 Not Applicable Comments: DUE DATE: 03 -11 -08 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS RO TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ✓d Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only .G CORRECTION LETTER MAILED: • /6" O Departments issued corrections: Bldg d Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07-405 DATE: 10-30-07 PROJECT NAME: RACHA THAI & ASIAN KITCHEN 3 4 SITE ADDRESS: SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: tif 11' Building Division PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP Tic 111 444 id ;$14-q Public Wiorks. Structural • ETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Please Route Documents/routing slip.doc 2-28-02 TUESJTHURS R TING: APPROVALS OR CORRECTIONS: Avi 114 Fire Prevention At Incomplete Structural Review Required Permit Center Use Only CORRECTION LETTER MAILED: k 71 01- Departments issued corrections: Bldg Fire 0 Ping Initials: ti ii AA Permit Coordinator DUE DATE: 11-1-07 Not Applicable No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 11-29-07 Approved El Approved with Conditions 0 Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITIALS ISSUED DATE STAFF INITIALS I 5 -1 -0,6 4 1 -1-00 Received by: 1 4 Summary of Revision: S UP G vex r-q v i, I Received by: Ni KG N C (-I 1 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: PROJECT NAME: i4 L 1 ,i PERMIT NO: Wri SITE ADDRESS: \1. 1) S00 c L- Am ORIGINAL ISSUE DATE: 3 - REVISION LOG eceivea dy: (please print) (please print) (please print) lease print) (please print) City of Tukwila Steven Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: hitaavww.cLtukwil Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the maid fair eta Date: S 1 l I 0 if Plan Check/Permit Number. D G7 — 0 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # A l_ Revision # _ . after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner S GlG + A3 )( ( +c �t Prn ject N ame : �� e � Project Address : l I - SD- Ste. tk C-G v� Contact Person: Z� Mriv15 0 'QV� Phone Number: Z b 3 2-2 'f Summary of Revision: (J iY 245 Ca 3.4 re t%S,rd p s 5 I God. a Sheet Number(s): , Ne, i/0 S I and S c h a 5 di't A 1.0 l Ali d e l "Cloud" or highlight all are of revision including date of 53 Received at the City of Tukwila Permit Center by D3-- in Permits Plus on `�- - 0 K lepplicatiooazms- applications as linolcevisiun submittal create& 143 - 2004 0..rigout Steve Lancaster, Director a-� SJ, St RECEIVED t:lTY OF TUKWILA 21 2000 PERM 1. Y C NTEF City of Tukwila \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: 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: a l 2 bi I 0 Plan Check/Permit Number: D07 -405 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: RACHA THAI AND ASIAN KITCHEN Project Address: 1150 Southcenter Mall Contact Person: Elizabeth Montgomery Phone Number: Summary of Revision: t €L S 0-; e Ire % v-c ✓ ; E Zc ► i 6 0 0v k_ t I,-et i-c . v-e D e ? \ , 4 v Sir„ b kw-e 1re;P& a 44L AL oitf ore 1 0 -{' v v - c-I I 6 - 1 - C . CIS ; u A Q r r/u s 1 l 1' y RECEIVED CITY OF TIaM'` Sheet Number(s): J- A3 A ( — -A I L "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on "( 6 FE& 29 2008 PERMIT 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 submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ] oZ f 2° 1 I — -av 7 Plan Check/Permit Number: D07 -405 ❑ 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: Racha Thai & Asian Kitchen Project Address: 1150 Southcenter Mall Contact Person: Eli 2, 't €- l' / V 1 dn-i) o vh-e Summary of Revision: fi 5 1/'P c/ 1 5744 Oo o5. 3 "A- cau S klGeSC-ei (G�� a tali I( V.1X ri Ail U25 l ' ) I ' "ry, ova reSS crl* S-L- S P i4i/ 601414-ekkil &4-, i- 7 -- 5 1,4" co/ oi; ' e f e w" \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Sheet Number(s): A I— AIL t "Cloud" or highlight all areas of revision including date of revisi n Received at the City of Tukwila Permit Center by: (A Entered in Permits Plus on Phone Number: 2o&- - - c(d eS f AL s l - s Steven M. Mullet, Mayor Steve Lancaster, Director NECENED C{Ty OF TUKWILA FEB 0 2008 ENTER cof o V e �t c0 tiren ( v Kind of Fixture Fixture Units No. of Fixtures 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 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 (2 ZJ f Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Z' Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 ! 5 Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 6 3 7 if Z 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 con This form does not apply to repairs or replacements of existing sewer connections within five years of new sewer customers. The charge is collected sem 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. 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 (Please print or type) 1G e-� Owner's Name e, col M A / kane. (Last, First, Middle Initial) Subdivision Name Lot # Subdiv. # Block # Building Name (if applicable) Wirth f k d. mh CtiA1ieA Property Street Address Co Ca ? SA.,41WA 1 t - Ma i 1 i.. A'1q% l�btk'^ ik4 — rk4v� City, State, ZIP itnk ius oA / ta/14. Owner's Phone Number ( Q0 to ) Ds Owners Mailing Address (if different from above) e Fov Ih4e vrrc&'tjo■n t fo313 (QM Ar .€ . e til -tc. wA- 9x (O 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 F xture Units ;)0 07- O5 RCE 1058 (Rev. 1/03) White — King County Mg County Property Tax ID # C Party to be Billed (if different from owner) Party's Mailing Address: City or Sewer District 114 k "A Department of Natural Resources and Parks ctions. sconnect.) nnually. All future Date of Connection -par) Side Sewer Permit # or Property Contact Phone # ( ) Demolition of pre - existing building? O Yes I$ 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: Res' .:1- )r B zhN t' fiWit ` 3 -'c o !- Estimated Wastewater Discharge: 55 Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE A B Total Discharge (gal /day) _ 187 7_ i3S1 1 " 5". '7r Signature of Owner/ Representative RCE Date 1(2)/2 6 /D -7 Print Name of Owner / Representative ettf oce Yellow — Local Sewer Agency Pink — Sewer Customer ( i•q C. Total Residential Customer Equivalents: (add A & B) 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 determination of a revised capacity charge. RCE License Information License WESTCPMO27PO Licensee Name WEST COAST PROPERTY MAINT Licensee Type CONSTRUCTION CONTRACTOR UBI 600323618 Ind. Ins. Account Id #2 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 Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #2 CBIC SB6973 09/28/2001 Until Cancelled $12,000.00 07/10/2001 #1 CBIC SB6973 09/28/1998 09/28/2001 $6,000.00 Business Owner Information Name Role Effective Date Expiration Date CHIN, KON OWNER 01/01/1980 Look Up a Contractor, Electri'ian or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= WESTCPMO27PO 03/07/2008 DESIGNATION STEEL DECK TYPE (GALK) GAGE TOTAL SLAB t" CONCRETE TOPPING STEEL DECK WELDING PATTERN MAXIMUM UNSHORED MIN 28- CONC. CONC. CCMPASSIVE STRENGHT LOCATION PERPENDICULAR TO SUPPORT PER SHEET (36" WIDE) PARALLEL TO SUPPORT SIDELAP ATTACHMENT Q W 815 TWO SPANS CONT. THREE SPANS CONT. ENDS INTERMEDIATE 4 0 -3 VERCO W3 FORMLOCK 20 6' 3" LT. WT. CONC. 1)y /W1 E 6X6 - W2.9XW2.9 4-3/4" 0 PUDDLE WELDS 4-3/4" 0 PUDDLE WELDS 3/4" 0,/ PUDDLE WELDS 012" D.C. BUTTON PUNCH 036" O.C. 9' =6" 11' =6" 11' =6" 1' a= 3000 pg_ 2nd floor area SCALE 3/16' = 1'-0' NER 6'%,86A11L WALL 2' - 10i" oME PME �Ew fSAS 4' -2' IIIIIIIIIII MAL X X ; < • — X ' - • r U U NORTHWEST SIDE ELEVATION *NO CONDUITS SHALL BE EMBED IN CONCRETE TOPPING. TYPICAL CONC. TOPPING & STEEL DECK SCHEDULE (BY MALL) MALL BEAMS 0 ' `x. ;x >C ALIGN= PIA= !EN 073 MIER. NALL — =OVARY IENG PANES 1 O MAR AR (,r 1 T =CHIBA M I N MALL BEAMS 1 PRIMARY 9/C GROLIM PANEL (CENTER) In 13' -4" W -6" PAGODA PA!$L year1) 6' -4' E 6 F PMIE 6' 19' -11' c 0'- E iCARY WNG MAW) SCALE NEW 6-7OEa.Ef1L WALL 1' -8 16' I 20' -8>" =WOW A191 III. re 10G. Y 70QC WELIINTALT Aro O4O.C. WRTICALY ammo MALL PARAPET Irmo A000LIA1. SEED. 57110 WALL rx Lie 0 Eme CERAMIC TILE 6X6" SCALE 3/16' ' (TOWER TED ALUMINUM PANEL PAINTED, DIMENSIONAL. 6" DEPTH HALO ILLUMINATED WHITE NEON (RACHA LoGo) SECOND LEVEL di FACE -UT CHANNEL EL. +46.85' LETTERS HALO ILLUMINATED YELLOW NEON FABRICATED CURVED ALUMINUM PLATE, PAINTED. MOUNTED ON CURVED RACEWAY WOOD PANEL WITH CARVED ORNAMENTS T.O. PARAPET d EL. +54.85' RACHA FRONT ELEVATION 1 /I3' = 1' -0' PARAPET WALL BY MALL 6 "STUDS AT 12" O.C.(16G) MALL BEAMS PLAN — SECOND FLOOR ROOF EQUIPMENT (STRUCTURAL STEEL BY MALL) 0 0 1•.g,..7:.. m os AR ' .11 mom MUNI, 0 0 0 EXISTING MALL PARAPET 6 "X16G. CAD 12 "O.C. 4"X4" SQ. TUBE SUPPORT SUPPORT ARM WITH 10X12XI MOUNTING PLATE INFRONT OF 10"X36'XY' WALL SUPPORT SANDWICH PLATE TS4 "X4 "X %" TH ROUGH WALL ELECTRICALTO JUNCTION BOX SEAL ALL ROOFING PENETRATION PARAPET WALL BY MALL 6" STUDS AT 12" O.C.(16g) Y2" STEEL PLATE A� CANOPY SECTION SCALE 3/8" = I / 1 ' -D 12 "X12 "XY2" STEEL PLATE 1' -O" . VIEW A---A 11" 5 "SCHEDULE 40 STEEL PIPE 5 "SCHEDULE 40 STEEL PIPE 5 "SCH. 40 STEEL PIPE Y2 CONCRETE EPDXY ANCHOR EMBED INTO CONCRETE 2" 12 "X12 "XY2" STEEL PLATE U 1' -6" y -� 1' -6" 7 SECONDARY WING PANELS (BACK) PRIMARY BACKGROUND PANEL (CENTER) PAGODA PANEL (FRONT) 4 "X4" STEEL VERTICAL SUPPORTS. ADDITIONAL STEEL STUD WALL 6 "X 16G, 0 12 "O.C. SUPPORT ARM MIL 6 "X 160.0 24 "O.C.HORIZONTALY AND @4'O.C. VERT1CALY PLYWOOD BLOCKING BEHIND WALL ELECTRONIC TRANSFORMER CURVED FACE ROUT -TO -VOID SIGN CAB. MTH 1 "X1" ALUM. SQ TURE FRAME 6 "X6" HSS TUBE (X2) WITH GUSSETS SITE WELDED TO MAIN STRUCTURAL BUILDING PERIMETER I BEAM WITH 1O "X12 "XY4" SIGN CABINET MOUNTING PLATE. INSTALLATION ACCESS AND SERVICE DOOR ON CABINET END AND TOP SECOND LEVEL di EL. +46.85' DUAL 6' FLUORESCENT LAMP SOURCE TS4 "X4 "XY /g" 1 S "X18 "XY2" STEEL PLATE R -21 RIGID INSULATION 5 / "ALL— THREAD 6 "STEEL PIPE VIEW B —B DETAIL SCALE 1' = 1' -0' T.O. PARAPET EL. +54.85' TS4 "X4 "X /8" 12 "X12 "XY2" STEEL PLATE R -21 RIGID INSULATION DETAIL SCALE 1' = 1' -0' SUPPORT ARM MTL 6"X 160. O 24 "O.C.HORIZONTALY AND ©4'O.C. VERTICALY 1' FACE ELEVATION PRIMARY BACKGROUND PANEL AND RADIUS COPY CABINET SCALE 1/2# = 1' -0" SCALE 1/2' = 1' - 0° 1' TOP VIEW RADIUS COPY CABINET 1' 3"X3"ALUM. ANGLE 3' -7' I ' 6 16' 1' BOLT 2 "X2 HORIZONTAL SQ. TUBE UPPORTS INTO 6" PLYW D BLOCK 2 "X2" STEEL SQ. TUBE 1' ADDITIONAL STEEL STUD WALL 6 "X 16G. Q 12 "O.C. U 1' 1 ' P1' -6 C " ALUMINUM PLATE 4 "X6" 1' (CENTER) (BACK) SUPPORTS RADIUS COPY CABINET 1' FABRICATED ALUMINUM RADIUS COPY CABINET PRIMARY BACKFROUND PANEL SECONDARY WING PANELS I4 "X4" SQ. TUBE SUPPORT I SUPPORT ARM WITH 10X12XY4` MOUNTING PLATE INFRONT OF 1 10 "X36 "XY4" WALL SUPPORT I SANDWICH PLATE 4 "X4" STEEL VERTICAL RACHA CHANNEL LETTERS I ■i I I�t1 1_1111111T MIN I ' -7' 4' - 2' PRIMARY BACKGROUND PANEL (CENTER) 1' SECONDARY WING PANELS 1' (WEST ADDITIONAL PARAPET WALL)/ FACE ELEVATION SECONDARY WING PANEL ATTACHMENT TO PLYWOOD BLOCKS BEHIND BUILDING FASCIA SCALE 1/2" = 1' -0° SCALE 1/2' = 1' -0' PLYWOOD BLOCKING BEHIND BUILDING SCALE 1/2° = 1' -0' '-i FILE COPY Permit No. Plar review approval is subject to errors and om 3SiOThliAN SUTAN 206.3340892 Approval of construction documents does not titthorize the violation of any adopted coda or ordinance, Receipt of aPProved Field Copy and conditions is ac9otedged: B Cate: 1' city of Tukwila BUILDING DIVISION REVISION MALL PARAPET LEVEL LP FACE ELEVATION PAGODA PANEL ATTACHMENT TO PRIMARY BACKGROUND PANEL REMOVAB E ALUMINUM RETURNS TO CONCEAL NEON TUBE. BAFFLE / CUP ATTACHMENT TO PRIAARY BACKGROUND PANEL RECEIVEp RACHA ILLUMINATED CHANNEL LETTERS ,Y 21 2 PERMIT CENTER @PIVIEDO D E S I G N S T U D I O PLAINNG MD TOR DESIGN 1405 BOYLSTON AVE SEATTLE, WA 98122 TEL 206=4323 E-MAIL4NFO0CATCHSTICIO.COM WWW"CATCHBTUDIOCOM STRUCTURAL CHOU RE1 ISIONS No changes shall m made to the scope of work without prior approval of Tukwila Bu (ding Division. NOTE: Revisions will r'quire a new plan submittal and may include aditional plan review fees. ARCHITECT 6192 PROJECT TITLE RAGA THAI& ASIAN KITC-IEN /tea e k atc WESTFIELD MALL atIKWL.A, WA) SHEET TITLE STORE FRONT SECTION. DETALS REASIOND REDUCED FACADE SIZE FITEIIOR DESK, CATCH DESIGN STUDIO DRAWN NOS NAM CI"ECKEI) DATE 5/16/08 SCALE AS NOTED FILE SHEER THAN SUTAN STATE OF WASHINGTON S1 REGISTERED ARCHITECT CERAMIC TILE @FAI IE D E S I G N S T U PLANING AIC IKITENOR DESIGN 1405 BOYL ETON AVE SEATTLE, WA 98122 TEL 206322 E VALVFO•CATCHSTUDIO.CCM WWWCATCHS11JD OCOM D I O STRUCTURAL BOWER Jaw CHOU ARCIiTECT THAN SUTAN 206.3340892 6192 REGISTERED ARCHITECT THAN SIJTAN STATE OF WASHINGTON PROJECT 111{ WA) R AGI A THAT & ASIAN KITCHEN (O(OIJ. %aclr� rat :cam WESTFE LD MALL f1LIKWLA SHEET TIRE: CANOPET SECTION MD DETALS REDUCED FACADE SIZE INTERIOR Cent CATCH DESIGN STUDIO DRAWN NOS NARK DATE 5/16108 SCALE: AS NOTED SEER S2 W27x84 ADO=I ii Iii I I , I I ._. il -_ wi�►:�:� -I ___�IIUil'It I-- I --I�ili�llIJUii!Uk 20' -10" SUPPORT ARM MTL 6 "X 16G. 0 24 "0.0 HORIZONTALY AND 04'O.C. VERTICALY (RACHA LOGO) FABRICATED ALUMINUM CHANNEL LETTERS 5' RETURNS 'MTH ACRYLIC FACE T.O. PARAPET o p h EL. +54.85' SECOND LEVEL EL. +46.85' GROUND LEVEL ds EL +28.85' 1-'1 a - _ a II �TryI,77 II �mm�ry� Pryt tNIT ((fi eat �1 tti ' ! ��'im l.�y l � f kRtn�(� t(� lwa h t � - IN Nh :6 '{.� ���T�'ll `�y�1. (1111,1 1. 11�I y �.I � ��I y.1�� X 1 .1" - I l.�l .LI�� i.l'•91�1 _ I � �' '1.) =cmr–m=ra r.-- --=r s��= n 103 3' \1' -10i" `7fHL \1l (arr. A>" I Y J :iH(If N — , 1' -6" \1' -3" 3' 4' -6" 1 -6" ` ADDITIONAL STEEL STUD WALL 6 "X 16G. 0 12 "O.C. rIBRCAam AEEAAMM I c,lr 4' -6" MALL BEAMS 1 0 " X36 " X1/4 " 3' _ I STEEL PLATES EXISTING MALL PARAPET 6 "X16G. 0 12 "O C. SCALE 4' -6" 4' -6" 1/8' = 1' -0' RESIN PANEL PLAN - SECOND FLOOR ROOF EQUIPMENT (STRUCTURAL STEEL BY MALL) 1� ,11 FiiR ] ! i 0 ti 4' -6' SCALE 3/16' = 1' -0' (12) PATIO ELEVATION 3' A JL _JL - n 11 - 7C _ iL 11_ ___ It JC _ .- IC I 7I JI `II _ fir __ 1F . lC . J[.- _.._IL- _- ..J[ _C� C- _.., Ii _ a_ . 11 _ lam_.. -- �1—_ - ll EXISTING MALL PARAPET 6 "X16G. @ 12"0.C. } =•s"s =ei=i_ • I . R -21 RIGID INSULATION 4 4 X4" SQ. TUBE SUPPORT SUPPORT ARM WITH 10X12XY" MOUNTING PLATE IN FRONT OF 10 "X36 WALL SUPPORT SANDWICH PLATE TS4 "X4 "XY$" SEAL ALL ROOFING PENETRATIONS PARAPET WALL BY MALL 6" STUDS AT 12" O.C.(16g) r •�� }i}'s�i }- itsiF� ��'��;�: } iySe } ii � ii v • :s •• : :s. , EXISTING MALL PARAPET 6 "X16G. @ 12 "O.C. 4 "X4" SQ. TUBE SUPPORT SUPPORT ARM WITH 10X12XY4" MOUNTING PLATE IN FRONT OF 10 "X36 "XY" WALL SUPPORT SANDWICH PLATE TS4"X4 "X A" SEAL ALL ROOFING PENETRATIONS PARAPET WALL BY MALL 6" STUDS AT 12" O.C.(169) f 1 I EXTERIOR SHEET COVERED WITH Ys" ALUM. FACE FACTORY PAINTED (RACHA SIGN) CHANNEL LETTERS 5" RETURNS cr 0 J SUPPORT ARM MTL 6 "X 16G. @ 24 "O.C. HORIZON TALY AND ©4'O.C. VERTICALY ADDITIONAL STEEL STUD WALL 6 "X 16G. @ 12 "O.C. FABRICATED ALUMINUM CABINET 6" DEEP CANOPY SECTION SCALE 1/2" = 1' -0" SUPPORT ARM MTL 6 "X 16G. @ 24"0.C. HORIZONTALY AND ©4'O.C. VERTICALY ADDITIONAL STEEL STUD WALL 6 "X 16G. @ 12 "O.C. CANOPY SECTION SCALE 1/2" = 1' -0" CoL 1 1' 1 1' 1 1' I HWH TEK 3 SCREW Ys ALUMINUM CORNICE SCREW ON TRACK " G –P DENSGLASS GOLD SHEATHING Ys" ALUMINUM FACE FACTORY PAINTED 1• 1' . 1' I 1• J DETAIL SCALE 1 1 /2' = 1' -0' 8' -2' 1 ' SUPPORT ARM MTL 6 "X 160. 24 "O_C. HORIZONTALY AND 04'O.C. VERTICALY 2' -I 2' 1 1 9' -2' PQ' -10' 1 ADDITIONAL STEEL STUD WALL 6 "X 16G. @ 12 "O.C. 1 a 1' I 1' I 1' r ADDITIONAL STEEL STUD WALL 6 "X 16G. @ 12 "O.C. SUPPORT ARM MTh 6 "X 16G. @ 24 "O.C. HORIZONTALY AND 04'O.C. VERTICALY 1' m arnmv !II 1' 1 (SOUTH ADDITIONAL PARAPET WALL)/ FACE ELEVATION INDIVIDUAL CHANNEL LETTERS WITH SINGLE FACE ILLUMINATED SECONDARY CABINET SCALE 1/2' = 1' -0° NORTH WEST ADDITIONAL PARAPET WALL SCALE 1/2° = 1' -0" %• FABRICATED ALUMINUM CHANNEL LETTERS WITH ACRYLIC FACE FABRICATED ALUMINUM CABINET 6" DEEP N CaCODE. GOMp CE APP ROVE 104 _ 2 20 RECEWF MAY 21 thud PERMIT CEN ■IIIIII11111■ rim ' MP ��♦ l•E 111• . �� +0 �� ■ +i� ' * ���� � ��� ® ® • �� � MARBLE VENEER I IA : IA' ' _ l %; I bi � I L1 I o • 1['1HL \J[ ,eY A >1x " M"1["RO HD. , (PAGODA PANEL) TRIPLE LAYERED HALO PANELS %NTH REMOVABLE 3' SIDE OUTER RACHA LOGO) FACE -UT SECOND LEVEL CHANNEL LETTERS EL +46.85' HALO ILLUMINATED YELLOW NEON SIGNAGE %NLL BE SEPARATE PERMIT) "i[9 HI1,l1L AVLIKt ll r1 1� o'nlyfi 'Ig �'�'. izgICJ!tlyI'd (pp m@ ! @ v1!Iykiceggewp1! ;R:'I;fnwr17m! c!rm Trl;: im" 4�!I i ki ''-'PI}iRl! , ipki!ipirfr!igiva-rmifiivmi ,I' r ce► 4`I' p pwwprip-mp4 wpitiriy.. i! ompv!mpr1wvi Tiw r .7v7&=-- PARAPET FRAMIN MALL GYPSUM BOARD INTERIOR WALL FINISHE PER SCHEDULE TEAK WOOD 1 "X3' BORDER ALUM CORNICE RESTAURANT RESIN BORDER 1 - 8' HALO UGHT %' STUCCO OVER PAPER BACKED METAL LATH 0 5/8" DENSGLASS GOLD :ERAMIC 11LE Y+'THK. \\ EXTERIOR WOOD PANELING Y2 "THK. \, \4 "FIBERGLASS CORNICE `,PLASTER ORNAMENT ;?'EXTERIOR CEMENT PLASTER SYSTEM 371DERGLASS CORNICE CORNER 1/2 ° STAINED GLASS DARK BROWN ALLUMINUM FRAME " DOUBLE PANE SAFETY GLASS BRASS ACCENT BAND METAL BACKING PLATE 14 THK. TEAK WOOD DOOR BRASS HANDLE 2 "DIA. COMPOSIT SILL WITH ALUMINUM THRESHOLD ADA APPROVED WALL SECTION SCALE C 0'-2' 6' 19' - 11' 3/8' = 1' - 19' --6'xT - v= 114 4!!1;11 1 All GYPSUM BOARD INTERIOR WALL FINISHED PER SCHEDULE TEAK WOOD 1 "X3" BORDER TEAK WOOD MOLDING ALUM CORNICE PARAPET FRAMING BY MALL N RESTAURANT TEAK WOOD 1 "X2" ROUND MOLDING\ TEAK WOOD 1 - X3" BORDER TEAK WOOD 1 "X6" BORDER STAINED PLYWOOD TEAK WOOD 1 - X6" BASE PER PLANS /ELEVATION 1' -8 I \ EXTERIOR WOOD PANELING " 47IBERGLASS CORNICE.. a -1na. MALL BUILDING RACHA FRONT ELEVATION SCALE 3/16• = 1' -0' RESIN DECORATION ATTACH TO PARAPET 6 "METAL STUDS ice) CERAMIC TILE Z'THK. 1/2 "STAINED GLASS DARK BROWN ALLUMINUM FRAME EXTERIOR �'ro DOUBLE PANE (- SAFETY GLASS 1 THK.GRANITE / MOLDING 5 "GRANITE BORDER MARBLE VENEER 12 GRANITE BASE PER PLANS /ELEVATION T.O. PARAPET EL. +54.85' SPOT LIGHT SECOND LEVEL di SPOT UGHT EL. +46.85 O N O PLASTER ORNAMENT \"EXTERIOR CEMENT PLASTER SYSTEM \rFIBERGLASS CORNICE 4 NER GROUND LEVEL A tl i EL. +28.85' WALL SECTION SCALE 3/8' = 1' -0' T.O. PARAPET EL. +78.52 T.O. PARAPET EL +72.85 EL +28.85 L IJNE OF FLOOR ABOVE EMERGENCY EXIT FOR THE PATIO AREA PANIC HARD WARE VIITHDUT LOCK OR LATCHES 4' -6" 11' -6 ° 1 4' -6" I1' -6 , 4 -6 11' -6 "I 4' -6" 4 -6" \ -4 " II I M 011■11 IIMM MIME MOM MERE MEIN NM= MEM ''n 1 7-54" 1 11' 11' 11' i clej 3' FOUNTAIN 4' HIGH _ 2' 3' HIGH III NI III MI — C 3' HIGH 3' I® 3' HIGH 3' IMMO EMI 3' 2' -6 "' HIGH PATIO AREA 3' HIGH 3 Al0 ®I I 3' HIGH III NI III NI 3' HIGH 3' MI NI 3' HIGH 3' 11 2 I 3' - 2 " -6"• HIGH 3' FOUNTAIN 4' HIGH rig 3' HIGH � • s • Y 1 � i 1 41T , e `11k IV COL. PER PLAN N 11' 1.1 11' 11 80' -3 11' 11' 4' -6" PONDER COATED ^ Uri-AL RCN RAILING 11' 1' I 11' 12bil L-1 0 4' -4" Al 0 11 / EMERGENCY EXIT FOR THE PATIO AREA PANIC HARD WARE 11ATHOUT LOCK OR LATCHES -4 " PATIO ELEVATION SCALE PATIO PLAN SCALE 3/16' = 1' - 0' 3/16' = 1' -0' T.O. PARAPET EL. +78.52 STONE BAND ROOF LEVEL o i k EL +68.85 THIN BRICK EXTERIOR ALUM. CORNICE SEE DETAIL MALL BUILDING SECOND LEVEL d EL +46.85 ONTINUE MALL BRICK PATTERN TO EAST WALL (BY TENENT) THIN BRICK EXTRIOR STONE BAND GROUND LEVEL EL +28.85 1-RVIEVNIED FOR C O PENCE CODE APPROVE JUN - 2 2� y Of Tu+9 ILDING TINUE MALL BRICK PATTERN TO EAST WALL (BY TENENT) RECEIVED MAY 21 2008 PERMIT CENTEE D E S I G N S T U D I O PLAIMIG AND tTTERIOR DESIGN 1405 BOYLSTON AVE SEATTLE, WA 98122 TEL 2062224323 E- MAL4FO.CATCHSTUDIO COM WWW.CATCHSRDIO.COM STRUCTURAL Eider JOFN CHOU ARCHITECT THAN SUTAN 2063340892 REGISTERED ARCHITECT THAN SLITAN STATE OF WASHINGTON 112._c_42 7 te't PROJECT TITLE wrvw R:qeia ar: com RAGA T1-IA1 & ASIAN KITCHEN WESTFELD MALL (TUI(WLA, WA) SI-EEf' TIME: PATIO ELEVATION, PLAN WALL SECTION REVISIOW REDUCED FACADE SQE NOR DESICO CATCH DESIGN STUDIO DRAWN: NOS NAM d-E'CKED DATE: 05/16/08 SCALE: AS NOTED FLE SHEET' A10 HWH TEK3 SCREW 4 Y 1 X ONr, HWH TEK3 FASTENER AT EVERY STUD (16°O.C.) SCALE: 1 1/2" = 1' -0" \ \ \ \ \ \ \ \ \ \ \ \ \ \ LINE OF ROOF ABOVE SCALE: 3" = 1' -0" 7- 4 CORNICE DETAIL FRONT PILLAR @ STOREFRONT SCALE: 1" = 1' ---0" ,v• 4 • 4 'a 4 4 4 4 THRESHOLD -SET IN SEALANT A a 4 ALUMINUM STOREFRONT DOOR •d • BOTTOM RAIL @ STOREFRONT SCALE: 1 1/2" = 1' -0" 4 • 4 CERAMIC TILE Y "THK. VAPOUR BARRIER 8 DENSGLASS SHEATHING 4" METAL C STUD FRAMING 4 .q \ LINE OF ROOF ABOVE INTERIOR WALL FINISH, SEE PLANS, ELEVATIONS, SCHEDULE `THIN MARBLE VENEER' COLOR, TEXTURE AND FINISH PER ELEVATIONS AND PLANS, TYP 6'X18 GA. STEEL STUDS 616" O.C. COMPLETELY GROUT JOINT TO MATCH (E) GROUT JOINTS, TYP 'THIN MARBLE VENEER' ADHERED TO THICK SET WITH THINSET W/ LATEX ADDITIVE. THICK COAT - MUD SET SCRATCH COAT APPROVED METAL LATH ATTACHED Wins APPROVED FASTNERS TO SHEATHING TYVEK 'COMMERCIALWRAP' AT ALL EXTERIOR WALLS. SECURE ALL JOINTS WITH TYVEK JOINT TAPE . G-P DENSGLASS GOLD SHEATHING WITH TAPED JOINTS, TYP. 6'X18 GA. STEEL STUDS 616" O.C. THERMAL INSULATION TYP. SEE PLAN 6", 18 GA. CONT. UNPUNCHED TRACK ELASTOME78C SEALANT, CONT. / ..-CONC. SLAB EXTERIOR WALL - TYPICAL L3"x3 "xY(." ATTACH TO METAL STUDS SCALE: 1' = 1' -0' LINE OF ROOF ABOVE DOUBLE PANE SAFETY GLASS CARVED WOOD ORNAMENT EXTERIOR " G -P DENSGLASS GOLD SHEATHING, TYP. EXTERIOR TEAK WOOD PANELING FINISH PER SCHEDULE EXTERIOR TEAK WOOD MOLDING SCALE: 3" = 1' -0" i ' -7k" SCALE: 1" = 1' -0" HOLLOW BRASS DECORATION ATTACH TO PARAPET 6"METAL STUDS Y4 °THK. STEEL PLATE 1 /4 "DIA.BOLT WITH LOCKING NUT AND WASHER A---A VIEW FRONT PILLAR @ STOREFRONT 1 /_ ALUM STOREFRONT DOOR CERAMIC TILE Y "THK. VAPOUR BARRIER 8" DENSGLASS SHEATHING 4" METAL C STUD FRAMING ALUM STOREFRONT TEAK WOOD MOLDING TEAK WOOD PANELING CARVED WOOD ORNAMENT INTERIOR LINE OF ROOF ABOVE %" GYPSUM BOARD 16 GAUGE STEEL C STUD 6" ALUM STOREFRONT MAIN DOOR FRAME @ STOREFRONT BRASS DECORATION ATTACHMENT r FRONT I : j SCALE: 1" = 1' -0 POWDER COATED METAL FIXTURE EXTERIOR WALL LANTERN 252 550 ELEMENTALS BY HAMPTON BAY USES 1 STANDARD BULB. UP TO 100 WATT C /" r TOP VIEW SCONCE LIGHT DETAIL LL r• 1 r. T.O. PARAPET EL. +78.52 . Tr s\ it Tv 1\ fir r5 it if Lt\11L ((]‘. n_VA Le111. 1C.\.) l 1L i k), , 1 ULd (BACK PANEL) ALUMINUM SQUARE TUBE FRAME WITH MOUNTED ALUMINUM PANEL, PAINTED (TOWER SILHOUETTE) FABRICATED ALUMINUM PANEL PAINTED, DIMENSIONAL, 6" DEPTH HALO ILLUMINATED VA-111E NEON (RACHA LOGO) FACE -UT CHANNEL LETTERS HALO ILLUMINATED YELLOW NEON NORTHWEST SIDE ELEVATION SCALE 3/16• = 1'-0" emeel iiiiiesnexiiin i I Ar- iii n to tr oh sii it is III , 4 Iii 4 . ,i1 I . .,.4 S% itts is i IMIMII�i�IIIuI MINIMUMIII =III�I =� I R D354114 MAIL t2 . E T 69(100. 0 tra 0 e SEE DETAIL SUPPC•T /101 Irc 6X101 O2VQ.0 11CSOOIRA . ANAL Sffi Slim TAM • I 0' -2' 6 ' D,_ 2 ' NALL BUILDING MARBLE VENEER SCALE PANEL WITH CARVED ORNAMENTS RACHA FRONT ELEVATION SCALE 311,6• = PLAN - SECOND FLOOR 3/16' 1' -0" LINE OF ROOF ABOVE PLAN - FIRST FLOOR SCALE 3/16' = 1' -0' T.O. PARAPET EL +7285 GROUND CU LEVEL EL. +28.85' CODE COMPLIANCE SUN - 2 V Cky Of IMO RECEaVF MAY 21200+ PERMIT CEN I D E S I G N S T U D I O PLAT INK AND N1EFIOR DESIGN 1405 BOYLSTON AVE SEATI'I.E WA 98122 TB_ 206223 E M IIII y ALtFO•CAT HSTU IO.CC nnn.CAT COM STRUCTURAL ENGFEER JOIN CHOU WP/ ° Wa m lb am� e = 11/ ARCHITECT THAN SUTAN 206340892 REGISTERED ARCHITECT THAN SUTAN STATE OF WASHINGTON -I/17 PROJECT TITLE RAGIA 'I HAI & ASIAN IC ITCHEN taint alleka U! C0/!l WESTFED MALL (118(WLA, WA) ar TITLE: PATIO ELEVATION, PLAN WALL SECTION Fensoie REDUCED FACADE SIZE NIERIOR DESIL# CATCH DESIGN STUDIO DRAM NOS NAM CIECKED DATE 05/16/08 SCALE AS NOTED SHEER All NT$ r SITE PLAN VICINITY MAP V A 1 74,630sf 3 LEVELS FUTURE RETAIL 65,237sf 2 LEVELS 276,468sf 3 LEVELS V .4 94!' caa, A 4' I 9ff A V FIRESTONE -a \ A rUkWfLA PARKWAY NORDSTROM 171,275sf 3 LEVELS sus 7 J P macy 250, 407 sf 4 LEVELS ENCLOSED MALL 1 LEVEL LIMO A 4;1 CHEESECAIQ 2 � ` ' , �j n THE OLNE I / / 1 - FACTORY V D 715°�8ff � 'T 7,405 SF F irilliP 111111111111111111 III /I STRANDER BOULEVARD (E) TARGE I EN LOSED MALL 3 LEVELS L� SUBJE •T 6,326 SF 1 LEVEL NTEFI CR DESIGN CATCH DESIGN STUDIO DRAM NOS NAM CHECKED DATE 01/23/08 SCALE AS NOTED F SHER Al I ABBREVIATION ACT = ACOUSTICAL CEIUNG TILE AFF = ABOVE FINISHED FLOOR CW = COLD WATER EX = EXPLOSION PROOF FCIC = FURNISHED & INSTALLED BY CONTRACTOR F010 = FURNISHED & INSTALLED BY OWNER FOIC = FURNISHED BY OWNER INSTALLED BY CONTRACTOR FRP = FIBERGLASS REINFORCED PANEL FS = FLOOR SINK GWB = GYPSUM WALL BOARD LEGEND 2) A V SHEET NUMBER DETAIL SHEET NUMBER SECTION SHEET NUMBER TYPE G CEILING HEIGHT INTERIOR ELEVATION DETAILS BUILDING SECTIONS REVISIONS CEILING NOTE HW = HOT WATER LRV = LIGHT REFLECTANCE VALUE NIC = NOT IN CONTRACT RCP = REFLECTED CEILING PLAN TBD = TO BE DETERMINED TYP = TYPICAL UNO = UNLESS NOTED OTHERWISE WP = WEATHER PROOF +46" = INDICATES HEIGHT ABOVE FINISHED FLOOR OR ABOVE FINISHED GRADE TO TOP OF DEVICE. T S J r WALL TYPES ENLARGED PLANS /DETAILS COLUMNS OR GRID UNES TEMPERED GLASS SPANDREL GLASS GENERAL 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 SUPPUER 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 UST 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 STARTING ANY WORK. 2. VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE BEFORE STARTING ANY WORK. 3. VERIFY LOCATION AND SIZE OF ALL OPENINGS WIT1-I 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 PINS 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 UMIT 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 PUBUC WAY SHALL BE CLEARLY DELINEATED. EXIT PATHS MAY BE DELINEATED BY PAINTED LINES, RAIUNGS, 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 HELD 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 RESPONSIBIUTY TO INVESTGATE AND COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES AND TO PERFORM ALL WORK TO THE HIGHEST OF STANDARDS 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. SEPARATE PERMIT REQUIRED FOR tEl ethanical ectric aI lumbing Gas Piping City of Tukwila BUILDING DIVISION D1 4 LEGAL DESCRIPTION ON FILE SCOPE OF WORK TENANT IMPROVEMENT: NEW RACHA THAI IN NEW BUILDING. PROJECT STATISTICS PROJECT ADDRESS: CODES USED: ZONING: TYPE OF CONSTRUCTION: TAX PARCEL NO.: PROJECT AREA: STORY: PROJECT PROJECT ADDRESS: OWNER: LANDLORD: ARCHITECT: ENGINEER: STRUCTURAL ENGINEER: OPERATOR'S DESIGNER: KITCHEN DESIGNER SPECIAL HAZARDS: RANDALL C FONG THAN SUTAN JOHN BLACKLAW 7224 JAMES RD.SW. ROCHESTER, WA 98579 JOHN CHOU SUNRISE ENGINEERS 206.334.0892 SOUTH CENTER MALL NOTES: CATCH DESIGN STUDIO 1405 BOYLSTON AVE. SEATTLE, WA 98122 (206) 322 -4323 NOS NARIN BARGREEN ELUNGSON 3627 1ST AVE. SOUTH SEATTLE, WA 98134 TEL: (206)682.1472 633 SOUTHCENTER MALL SEATTLE, WA 98188 (R5) 2006 INTERNATIONAL BUILDING CODE WASHINGTON STATE ADMENDMENTS TO IBC 2006 WASHINGTON STATE COMMERCIAL FULLY SPRINKLERED 636420 -0010 6326 S.F. 1ST FLOOR INFORMATION RACHA THAI & ASIAN KITCHEN 633 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE: R5 THAI FOOD INTERNATIONAL 6313 6TH AVE. SOUTH SEATTLE, WA 98108 TEL (206)768.8883 CONTACT PERSON: KANE BUN YAKETU TEL (206)579.7725 WESTFIELD SOUTHCENTER MALL PROJECT MANAGER: JOSH KIMMEL 11601 WILSHIRE BLVD, 9TH FLOOR LOS ANGELES, CA 90025 JKIMMEL®WESTFIELD.COM TEL: (310)893.4761 INDEX OF DRAWINGS Al: COVER SHEET A2: FLOOR PLAN A3: EQUIPMENT UST, ROOM FINISH SCHEDULE, DOOR SCHEDULE A4: FLOOR FINISHING PLAN A5: REFLECTED CEILING PLAN A5.1: CENTER DECORATION DETAIL A6: FIXTURE PLAN A7: FRAMING PLAN A8: ROOF PLAN A9: DETAILS, MISC. A10: PATIO ELEVATION, PLAN AND WALL SECTIONS A11: STOREFRONT ELEVATION, PLAN AND DETAILS Al2: FENCE ELEVATION AND DETAILS, UGHTING POLE A13: MALL SIDE STOREFRONT ELEVATION AND DETAILS A14: PATIO AREA, MALL SIDE WALK PAVING Si: STOREFRONT SECTION, DETAILS S2: CANOPY SECTION, DETAILS S3: FRAMING, STOREFRONT CALCULATION 54: CALCULATION 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 11). 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. TENANTS CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL WITHIN THE LANDLORD'S TENANT CRITERIA MANUAL INCLUDING ITS RULES AND REQULATIONS. TENANT SHALL PROPERLY SEAL ALL PENETRATIONS TO COMPLY WITH CODE REQUIREMENTS. THE FIRE RATED FLOOR ASSEMBLY SHALL BY MAINTAINED. ALL PLUMBING, MECHANIACL AND ELECTRICAL DEVICES PENETRATING FLOOR SHALL BE FIRE RATED. RESTAURANT TENANTS REQUIRING BELOW GRADE WORK SHALL COORDINATE WITH LANDLORD'S BELOW GRADE UTILITIES AND ON -SITE TENANT COORDINATOR PRIOR TO INSTALLATIONS. ALL BELOW GRADE UTIUTIES SHALL BE INSPECTED BY ON -SITE TENANT COORDINATOR PRIOR TO INSTALLATIONS. ALL BELOW GRADE UTIUTIES SHALL BY INSPECTED BY ON -SITE TENANT COORDINATOR PRIOR TO SLAB POUR. FILE COPY Permit No ALL ROOF PENETRATIONS MUST BE APPROVED BY WESTIFIELD'S ON -SITE TENANT COORDINATORS. ALL FINAL WEATHERPROOFING SHALL BE DONE BY WESTFIELD - APPROVED WATERPROOFING CONSULTANT PER LANDLORD'S SPECIFICATIONS AT TENANT'S EXPENSE. Plar review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is a o ged: By Date: , 3 �- City of Tukwila BUILDING DIVISI0 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. j RD CQMPCE CO �,�1� CORREC ION TENANTS CONTRACTOR SHALL PROVIDE A FIRE WATCH AND PORTABLE LTR # FIRE EXTINGUISHER WHERE EVER ANY WELDING IS DONE WITHIN THE DEMISED PREMISED. THE PERSON PERFORMING THE FIRE WATCH SHALL REMAIN IN THE TENANT SPACE FOR AT LEAST 1 HOUR AFTER THE COMPLETION OF ANY WELDING. THIS SHALL BE COORDINATED THROUGHT THE CITY OF TUKWILA RECEIVED FIRE DEPARTMENT CITY OF TUKVVILA FEB 0 8 2008 D0 `i05 �C5 IVU I '1oM!\1 I ARCHITECT RANDALL C. FONG KITCHEN DESIGN BAR ELL IGSCN 36271ST AVE SOUPH SEATTLE ,WA 98134 PHONE: 206.6821472 FAX: 206.6822367 PROJECT TITLE RAEIM THAI & ASIAN KrTC -REN WIUIV.. [ Cac a( h ozeo/17 WESTF ELD MALL (TUKWILA, WA) SHEET 111LE: COVER SHEET 3/x15, Coq D E S I G N S T U D I O PLAIMIG AND INTERIOR DESIGN 1405 BOYLSTON AVE SFATTIF, WA 98122 TB_ 206$22A323 E- MALWO•CAICHSTUD10 COM WWW.CATCHS11X 1O COM BEMs OND L • SERVICE STA11ON 21 'GAS GE 36'GAS RANGE H CLASS I HOW 22' -11T BAR SEATS - REFRIGERATED PREP TABLE REFRIGERATED PREP TABLE MAIN WAITER STATION 4 -1• ELECTRIC STEAM TABLE :. ADDE Pfd. DINING 3 SEATS - 62 ........................ SERVICE STA11ON 5 SEATS.• •.24+ r. tea: .1! .: Flilyl iii SERVICE ON 1 UR (AFF.77 VICE STATION 3 I Rzekiti ARDENT BARRIER WASHER & PREP.- DINING 2 SEATS -O N2717 DIRTY DISHES LARDING 11 111411 (PAN1c HARD -WARES) REVISION tlPENABLE FROM THE INSIDE Y 1W JT ANY SPECIAL KNOWLEDGE OR EFFORT 72' WORK TABLE COAT HANG j WALL -u I TED 4� , SCULLERY�I� �rri✓ rrr� _ SIINf( 3 COMI ARTIkINT - R � I 71 - O DISHWASHER J Y � j 0 % i YAGHNE / 1• sHELF 4 Y M�� e %rw WALL -Mi ii % ;;; '' ==! 'HAND 5NK y �I SHELT 0. n . sa (ID r% !r. r Ii© 1 ! .11 NOP SN MEN'S w k • .� ., ANITOR RM. (PANIC HARD - WARES) cPENABLE FROM THE NODE ITHOUT ANY SPECAL KNOWLEDGE OR EFFORT REVISION / I \ mnnm Innnn 11111 x60" 11111i pnnnq 1HR PARTITION CORRIDOR (EMPLOYEE ONLY) 1HR PARTITION 1HR PARTITION 1HR PARTITION GRESS PATHWAYS UNE WITH 11LUX EMERGENCY LIGHTING FLOOR LEVEL r L11111. NEW GWB WALL (SEE DETAILS) 1 I NEW WINDOW 1 DIVIDER ( +46" AFF) U REST ROOM EXHAUST FAN EMERGENCY AND EXIT UNIT (E =EXIT) e FLOOR DRAIN (F.D.) IFS FLOOR SINK (1'X1') (F.S.) L 1HOUR RATED PARTITION AT SEPARATION %" TYPE X GYP. BD.E.S. W/3% 5:20 GA STUDS ©24" O.C. SEE WALL DETAILS 0 LEGEND MALL ENTRANCE DROP IN HAND SINK IC BIN 1 EGRESS PATHWAYS UNE WITH 11LUX. EWER CY LIGHTING 0 FLOO LEVEL JL JL 11 H 6 TFAS 0008 SHALL HAVE A OGN THAT READS `DOS DOOR TO MINN UNLOCKED WHEN BOLDING IS OCCUPIED'. LONE OF ROOF ABOVE EMERGENCY DGT FOR THE PATIO AREA PANIC HARD WARE 1ATHOUT LOO( OR LATCHES 30' DOLIu3 FIRST FLOOR PROJECT AREA: ROOM NAME 1. DINING ARE 2. BAR 3. KITCHEN 4. SERVICE 1 5. SERVICE 2 6. SERVICE 3 7. SERVICE 4 8. SERVICE 5 9. HOSTESS STATION I1 FLOOR AREA TOTAL FIRST FLOOR OCCUPANT LOAD: 2,330 S.F. (NET) 498.75 S.F. 1809.25 S.F. (GROSS) 32.5 S.F. 76 S.F. 16 S.F. 90 S.F. 54 S.F. 48 S.F. OCCUPANT 11 TOTAL SEATING -178 6,326 S.F. (APPROXIMATE) SCALE LOAD FACTOR 15 NET (DIVING) 15 NET (DIVING) 200 GROSS (KITCHEN) 200 GROSS (KITCHEN) 200 GROSS (KITCHEN) 200 GROSS (KITCHEN) 200 GROSS (KITCHEN) 200 GROS (KITCHEN) 200 GROS (KITCHEN) EMERGENCY EXIT FOR THE PATIO AREA PANIC HARD WARE WITHOUT LOO( OR LATCHES FLOOR PLAN 3H8w =1'-4r OCCURANT LOAD 158 33 9 .1625 .38 .08 .45 .27 .24 201.5 = 201 OCCUPANTS Ol)F 'TION LT RI REVIEWED CY"' ^ CODE. COMPLIANCt APPROVE tAAA City Of Tu'o BUILD Th 7CEVED FEB 2 9 2008 PERMIT CENTER L1 ®Pril'EN D E S I G N S T U D I O PLAT D AND INTERIOR DESIGN 1405 BOYLSTCN AVE SEATTLE, WA 98122 TEL 2063224323 EMAL.F0*CATCHSIUDIO.0011 WWW.CATCHSTUDIO.COM ARCFNTECT RAN DALL C. FONG KITCHEN DESIGN BSI ®JJNGSON 3627 ST AVE SOUTH SEATTLE ,WA 98134 PHONE 206.682.1472 FAX 206. 82236'7 PROJECT ALE: RAGIA THAI & ASIAN KITH N uitew.Taeha 7) ar "com WESTFIEL D MALL CPJKWILA, WA) SHEET TITLE FLOOR PLAN OCCUPANCY LOAD REVISIONS A ADDED ECG PATHWAYS REVISED NOTES FOR EXIT DOOR 103, 107 INTERIOR DESIGN CATCH DESIGN STUDIO DRAWN NOS NARK DATE- 02/28/08 SCALE: AS NOTE FL.E: SHEETS A2 ITEM NO. SUPPLIER QUANTITY DESCRIPTION MANUFACTURER MODEL NUMBER ELECTRICAL PLUMBING GAS NOTES • BARGREEN OWNER OTHERS MN Sd1V dH VOLTS (PHASE 'NNW 104 0100 WASTE 'NNW nio 1 11•11 005 RECEPTION 1 • BACK BAR REFRIGERATER TRUE TBB- 24GAL -60 006 7.0 GYPSUM WALLBOARD /PAINT 120 1 DCO OFFICE GYPSUM WALLBOARD /PAINT SUSPENDED ACCOUSTICAL TILE (T6) CERAMIC TILE 007 NEMA 5 -15P 2 Lam] (T6) CERAMIC TILE SEALED SOLID CORE WOOD WITH T. GLASS 1 DRAFT BEER COOLER TRUE TDD -4 _ 008 8.5 WATER RESISTANT GWB BEHIND PLUMBING FIXTURES &. 8' MARBLE TILES AROUND 120 1 DCO 106 3' 1/2" 009 WOMEN RESTROOM INDIRECT DRAIN, NEMA 5 -15P 3 ■ -4 3' 7' -O" 1 BACK BAR REFRIGERATER TRUE TBB- 24GAL -60 JANITOR ROOM 7.0 NEW FRAMED GWB CEILING /PAINT 120 1 DCO B - 011 STORAGE WATER RESISTANT GWB BEHIND PLUMBING FIXTURES Sc. 8' FRP AROUND WALLS TYP. NEMA 5 -15P 4 D 110 3 TV (FLAT SCREEN LARGE) 1 -3/4" SEALED SOLID CORE WOOD C POSTED "MEN" (ACCESSIBLE SIGN SEE G /A9) 111 3' , 7' -O" 1 -3/4" SEALED SOLID CORE WOOD C POSTED "WOMEN" (ACCESSIBLE SIGN SEE G /A9) 5 20 EXTRA OUTLET FOR SMALL APPLIANCES 6 =I BACK BAR CUSTOM 7 ® 1 BLENDER STATION GLASTENDER BSB -18 15 120 1 JBOX 1/2" 1/2 1-1/2" INDIRECT DRAIN, NEMA 5 -15R 8 . ■ 1 HAND SINK UNIT GLASTENDER HSB -12 -D 1/2 1/2" 1-1/2" DIRECT DRAIN 9 .A 1 LIQUOR STEPS GLASTENDER LDA -18D 10 1 CUSTOM TABLE 11 4 PHONE /FAX 12 . r 1 COCKTAIL STA11ON GLASTENDER CBA- 36LCP10 1-1/2" INDIRECT DRAIN 13 ■ ■ 1 GLASS CHILLER TRUE T -50 -GC 7.6 120 1 DCO 14 0-.4 1 HAND SINK UNIT GLASTENDER HSB -18 1/2" 172 " 1 -1 2" DIRECT DRAIN 15 ® 1 DRAIN BOARD GLASTENDER DBA -36 1-1/2" INDIRECT DRAIN 16 ► ► CUSTOM BAR 17 5 CALCULATOR 18 11 PHONE LINE JACK 19 ® 1 BAR ASSEMBLY W /GLASS WASHER GLASTENDER CS -84CCW 20.0 208 1 JBOX 1 /2" 1/2" 1-1/2" : INDIRECT DRAIN 20 >• Al SERVICE STATION CABINET 21 P.--4 1 ICE CREAM FREEZERS Z5 120 1 DCO NEMA 5 -15P 22 .A 1 DROP -IN ICE BIN DELFIELD 305 1" INDIRECT DRAIN 23 . 1 WATER FILLER T &S B -1230 1 /2" 24 ■ ■ 3 HOT WATER DISPENSER BLOOMFIELD 1225 33.4 208 1 JBOX 1/2" 25 10--4 1 ESPRESSO MACHINE MICHAELO ESPRESSO 208 1 JBOX 1/2" 1" INDIRECT WASTE 26 . 1 COFFEE BREWER BLOOMFIELD 9102A 15 120 1 DCO 1/2" 27 .1 1 UNDERCOUNTER REFRIGERATOR TRUE TUC -48 8.6 120 1 DCO NEMA 5 -15P 28 ■ WALL SHELVING 29 1 UNDERCOUNTER REFRIGERATOR TRUE TUC -27 8.8 120 1 DCO 30 1 SODA /ICE DISPENSER CORNELIUS ENDURO 150 3 115 31 L21 1 DISPLAY CASE TRUE TCGR -50 15.2 120 1 DCO NEMA 5 -20P 32 7 VACUUM 33 2 AIR FRESHENER MACHINE 34 P.-4I CABINET CUSTOM 35 ■ 1 SODA GUN WONDER BAR SODAGUN 36 0-'1 1 DROP -IN ICE & WATER UNIT DELFIELD 248 240 1 1/2" 1" 1 INDIRECT DRAIN 37 P.-41 2 HEAT LAMP GLOW -RAY GRAH -66 38 0--4 4 WALL MOUNT HAND SINK /W FAUCET ADVANCE DI -1 -10 1/2 " 1/2" 1 -1/2" • DIRECT DRAIN 39 L21 2 HEAT LAMP GLOW -RAY GRAH-84 240 1 40 .. 3 36" GAS RANGE MONTAGUE 136 -5 3/4" 220,000 41 ► ■ 1 TABLE SPACER TRS SPACER 42 ME 1 GAS CHAR BROILER MONTAGUE UFSC -36R 3/4" 120,000 43 . -4 1 FRYER PITCO SG14S 3/4" 110,000 44 ® 1 24" GRIDDLE 0.2 120 1 DCO 3/4" 60,000 45 3 NETWORK 46 1 HOT WATER DISPENSER BLOOMFIELD 8708 120 47 0.- _ 1 GAS STOCK POT RANGE IMPERIAL ISPA -18 -2 3/4" 180,000 48 1.--4 1 TABLE SPACER TRS SPACER 49 .. 1 GAS PASTA COOKER ELECTROLUX 200372 7.7 208 3 JBOX 1/2 " 3/4" 53,000 50 ® 1 TABLE SPACER TRS SPACER , 51 2 RADIO MONTAGUE 136 -5 52 4 COMPUTER /MONITOR /PRINTER SYSTEM 53 SPARE NUMBER 54 PP--4 1 HOOD TRS HOOD 115 1 JBOX ELECTRICAL FOR LIGHTS 55 ® 1 MUA FAN / REZNOR GAS HEATER TRS HOOD 13.4 208 3 DCO '-1/ .' 500,000 VERIFY GAS INLET SIZE 56 f2E2 3 REFRIGERATED PREP TABLE TRUE TPP -67 8.6 120 1 DCO NEMA 5 -15P 57 ■ - 6 MICRO WAVE 58 ME 1 FIRE SUPPRESSION R &T FIRESUPP 59 SPARE NUMBER 60 ' 2 REFRIGERATED PREP TABLE TRUE TPP -93 9.7 120 1 DCO NEMA 5 -15P 61 .► 1 HAND SINK TRS SPACER 1 -1/2" DIRECT DRAIN 62 .■ 1 FAUCET T &S B -0326 1/2" 1/2" 63 P.--4 1 ELECTRIC STEAM TABLE SUPREME SW- 4E- 208 -DR -MT 15.8 208 SCO 1" INDIRECT WASTE, NEMA L6 -30P 64 SPARE NUMBER 65 SPARE NUMBER 66 _I:2 1 SERVER STATION CUSTOM 67 P.--4 1 CUSTOMER PAGER 68 ■ ■ SPARE NUMBER 69 P.--4 1 HAND SINK TRS SPACER 1-1/2" . DIRECT DRAIN 70 P.- -4 1 FAUCET T &S B -0326 1/2" 1/2" 71 P.--4 1 UNDERCOUNTER REFRIGERATOR TRUE TUC -48 8.6 120 1 DCO NEMA 5--15P 72 1 TABLE SPACER TRS SPACER 73 2 FLOOR LAMP 74 *Ai 1 GAS WOK RANGE 3/4" 137,000 75 ® 1 SPACE TABLE TRS SPACER 76 0-41 1 GAS FRYER PITCO 1- SF- SG14RSSTC -S 3/4" 122,000 77 ® SPARE NUMBER 78 P.--4 1 GAS CONVECTION OVEN BLODGETT ZEPHAIRE G DBL 2)6M 120 1 DCO 3/4" (2)120,000 79 L2J 1 HOOD TRS HOOD 13.4 208 3 JBOX ELECTRICAL FOR LIGHTS 79.1 .-4 1 MUA FAN / REZNOR GAS HEATER TRS HOOD 13.4 208 3 DCO '-1/ ' 500,000 VERIFY GAS INLET SIZE 80 P.- -4 1 FIRE SUPPRESSION (SUPPLIED BY OTHERS) R &T FIRESUPP 81 ® 2 DROP -IN HAND SINK ADVANCE DI -1 -10 1 -1/2" DIRECT DRAIN 82 P.. 41 2 FAUCET T &S B -1141 1/2" 1/2" 83 =3 1 60" WORK TABLE ADVANCE MS -245 84 6 LIGHTING DECORATION (HOLIDAY LIGHTS) 85 ..A 2 RICE COOKER TOWN 57155 3/4" 34,600 86 0.--4 2 RICE WARMER TOWN 56918 8.0 120 1 DCO 87 . -4 1 TWO COMPARTMENT SINK ADVANCE 9- 2- 36 -24L 1-1/2" INDIRECT DRAIN 88 . ■ 2 , FAUCET T &S B -0231 1/2" 1/2" 89 P.--4 1 120" WORK TABLE ADVANCE SS -3010 90 0.--41 6 WALL SHELF TRS SHELF 91 ►■ 1 ONE COMPARTMENT SINK ADVANCE 9 -1 -24 1 -1/2" INDIRECT DRAIN 92 m 1 FAUCET T &S B -0231 1/2" 1/2" 93 1 :MIXER TABLE 94 1 20 QUART MIXER 9.4 1/2 120 1 DCO NEMA 5 -15P 95 ►► SPARE NUMBER 96 .. 1 96" WORK TABLE ADVANCE SS -308 97 ,4 1 WALL MOUNT SHELF ADVANCE WS-12-48 98 P . - - 4 1 ICE MAKER MANITOWOC SD -1692N 19.4 208 1 JBOX 1/2" 1" INDIRECT DRAIN 99 ►. 1 WALK -IN FREEZER NOR -LAKE KLF7768 -C 208 1 JBOX 100 L21 . 1 WALK -IN COOLER NOR -LAKE KLB74814 -C 208 1 JBOX 101 P.--4 1 GLASS DOORS NOR -LAKE DOORS 102 = 1 60" WORK TABLE ADVANCE MS -305 103 ►■ 1 72" WORK TABLE ADVANCE MS -306 104 SPARE NUMBER 105 SPARE NUMBER 106 P.- -4 1 DISHTABLE ADVANCE DTS- U30 -96R 1-1/2" INDIRECT DRAIN 107 ® 1 PRE -RINSE FAUCET T &S B- 0133 -B 1/2" 1/2" 108 P.--4 1 DISHWASHER AUTO CHLOR (A4) 172 2" INDIRECT WASTE 109 ■ ■ 1 3 COMPARTMENT SINK 110 ® 1 DISHWASHER CLASS II HOOD 111 P.--4 1 RICE COOKER CLASS II HOOD 112 ® 2 WALL - MOUNTED SHELF ADVANCE WS -15 -48 113 ■ ■ 2 WALL- MOUNTED SHELF ADVANCE WS -15 -72 114 P. -4 2 MAIN ENTRANCE SIGNAGE TRS HOOD 7.0 120 1 JBOX 115 1 MALL ENTRANCE SIGNAGE 116 P.--4 1 STORAGE SHELVING METRO SHELVING 117 . ► 1 EMPLOYEE LOCKERS WIN -HOLT LOCKER 118 P.--4 1 MOP SINK ADVANCE 9- OP -20 -X 2" DIRECT DRAIN 119 ® 1 SERVICE SINK FAUCET T &S B- 0665 -BSTR 1/2" 1/2" 120 ► ■ 1 MOP SINK ADVANCE 9- OP -20 -X T DIRECT DRAIN 121 P.--4 1 SERVICE SINK FAUCET T &S B- 0665 -BSTR 1/2" 1/T 122 P.--4 6 P0S NEEDS 3 (OUTLETS EACH ONE) 123 ® 2 HOT WATER HEATER (150G) A.OSMITH (DSE -120) 36 43.3 3 122K BTU # ROOM WALL CEILING FLOOR 001 DINING 1 GYPSUM WALLBOARD /PAINT NEW FRAMED GWB CEILING /PAINT (W1) HARD WOOD FLOORING 002 DINING 2 GYPSUM WALLBOARD /PAINT NEW FRAMED GWB CEILING /PAINT (W1,W2) HARD WOOD FLOORING 003 DINING 3 GYPSUM WALLBOARD /PAINT SUSPENDED ACCOUSTICAL TILE (T8) TILE 004 DINING 4 GYPSUM WALLBOARD /PAINT NEW FRAMED GWB CEILING /PAINT (W2) HARD WOOD FLOORING 005 RECEPTION GYPSUM WALLBOARD /PAINT NEW FRAMED GWB CEILING /PAINT (T2) CERAMIC TILE 006 SERVICE BAR GYPSUM WALLBOARD /PAINT NEW FRAMED GWB CEILING /PAINT (T5,T6) CERAMIC TILE 007 OFFICE GYPSUM WALLBOARD /PAINT SUSPENDED ACCOUSTICAL TILE (T6) CERAMIC TILE 007 KITCHEN WATER RESISTANT GWB BEHIND PLUMBING FIXTURES &. 8' FRP AROUND WALLS TYP. NEW WASHABLE 2 "X4" SUSPENDED ACOUSTICAL TILE (T6) CERAMIC TILE SEALED SOLID CORE WOOD WITH T. GLASS B DOOR REMOV' D _ 008 MEN RESTROOM WATER RESISTANT GWB BEHIND PLUMBING FIXTURES &. 8' MARBLE TILES AROUND NEW FRAMED GWB CEILING /PAINT (T10) CERAMIC TILE 106 3' 7' -O" 009 WOMEN RESTROOM WATER RESISTANT GWB BEHIND PLUMBING FIXTURES Sc. 8' MARBLE TILES AROUND NEW FRAMED GWB CEILING /PAINT (T10) CERAMIC TILE 3' 7' -O" 1 -3/4" SEALED SOLID CORE WOOD 010 JANITOR ROOM WATER RESISTANT GWB BEHIND PLUMBING FIXTURES Sc. 8' CERAMIC TILES AROUND NEW FRAMED GWB CEILING /PAINT (T9) TILE 1 -3/4" ALUMINUM FRAME WITH TEMP. GLASS B - 011 STORAGE WATER RESISTANT GWB BEHIND PLUMBING FIXTURES Sc. 8' FRP AROUND WALLS TYP. NEW WASHABLE 2 "X4" SUSPENDED ACOUSTICAL TILE (T6) CERAMIC TILE D 110 3' DR# WIDTH HT. THK. MAT. /FIN TYPE REMARKS 0 • , , " A A A* CUSTOM DOOR REMOV ►r 102 3' 8' 1 -3/4" ALUMINUM FRAME WITH TEMP. GLASS A* CUSTOM (LOCKING HARDWARE SEE IBC 1008.1.8.3) 103 3' 8' 1 -3/4" ALUMINUM FRAME WITH TEMP. GLASS A (PANIC HARD - WARES) OPENABLE FROM THE INSIDE WITHOUT ANY SPECIAL KNOWLEDGE OR EFF►'T 104 3'-3" 10' 1 -3/4" ALUMINUM FRAME WITH TEMP. GLASS E* THE DOOR IS REQUIRED TO BE 10' H. BY MALL AUTHORITIES 105 3' 7' 0" 1 3/4" SEALED SOLID CORE WOOD WITH T. GLASS B DOOR REMOV' D 106 3' 7' -O" 1 -3/4" SEALED SOLID CORE WOOD C POSTED "JANITOR" 107 3' 7' -O" 1 -3/4" SEALED SOLID CORE WOOD C (PANIC HARD - WARES) OPENABLE FROM THE INSIDE WITHOUT ANY SPECIAL KNOWLEDGE OR I .1 108 3' 7' -0" 1 -3/4" ALUMINUM FRAME WITH TEMP. GLASS B POSTED "OFFICE" 109 _ 2' -6" 7' -0" 1 -3/4" ALUMINUM FRAME WITH TEMP. GLASS D 110 3' 7' -0" 1 -3/4" SEALED SOLID CORE WOOD C POSTED "MEN" (ACCESSIBLE SIGN SEE G /A9) 111 3' , 7' -O" 1 -3/4" SEALED SOLID CORE WOOD C POSTED "WOMEN" (ACCESSIBLE SIGN SEE G /A9) FQ„IP V E \T LIST R00 VI F\SH SCHEDULE BOOR SCHEDULE. * THIS DOOR SHALL HAVE A SIGN THAT READS "THIS DOOR TO REMAIN UNLOCKED DURING OCCUPANCY HOURS" IBC 1008.18.3 (LOCKS AND LATCHES) LOCKS AND LATCHES SHALL BE PERMITTED TO PREVENT OPERATION OF DOORS WHERE ANY OF THE FOLLOWING EXISTS: - PLACES OF DETENTION OR RESTRAINT. - THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS LOCKED - A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT THE THE DOOR STATING: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. THE SIGN SHALL BE IN LETTERS 1 INCH (25 MM) HIGH ON A CONTRASTING BACK GROUND - THE USE OF THE KEY - OPERATED LOCKING DEVICE IS REVOKABLE BY THE BUILDING OFFICIAL FOR DUE CAUSE. BOOR TYPES DOOR TYPE A I- 3 PULL HANDLE 12 "X34" DIAMOND PLATE ALUM. KICK PLATE ti 1 DOOR TYPE B 3' G / LEVER HANDLE ti DOOR TYPE C � 3 LEVER HANDLE 12 ° X34 • DIAMOND PLATE ALUM. KICK PLATE ti DOOR TYPE D t' 3' 0 DOOR TYPE E 12"X34" DIAMOND PLATE ALUM. KICK PLATE "DO'l-qo I \REVISED NOTES FOR EXIT DOOR \REVISED NOTES FOR EXIT DOOR coos COikA0.3.PICe. - & 'T' 'y4c yA C `� -1 ROVED FEB 2 9 2008 PERMIT CENTER @PIWIECO D E S I G N S T U D I O PLANIMG AND FOR DESIGN 1405 BOYLSTON AVE SEATTLE, WA 98122 TB 2062224M E- MALIFOpCATCHSTLAIO COM WWW.CATCHSP.0 O.COM ARCHITECT RAICALL C. FONG PROJECT TITLE SI$T TRLE: REVISIOte CATCH DESIGN STUDIO DRAWN NOS NAFIN CIECKED: DATE 01/23/08 SCALE AS NOTED F LE: EX/RENT UST DOOR 103,107 KITCHEN DESIGN BARON ELLWGSON 36271 ST AVE SOUTH SEATTLE ,WA 98134 PHONE 206.6821472 FAX: 206.6822367 RAGA THAI & ASIAN KITC -1£N wuiur. aeira4krar:com WESTFEL D MALL (•TUKWLA, WA) FBI SCF®U_E FEA5ED NOTES FOR EXIT A3 CODE DESCRIPTION LOCATION MANUFACTURER /MODEL NO. COLOR FINISH /SIZE T1 CERAMIC TILE FOYER IMPORT TURQUOISE 12 "X12" T2 CERAMIC TILE RECEPTION & SERVICE 2 12 "X12" T3 GRANITE WAITING AREA IMPORT AFRICAN BLACK SLAB T4 GRANITE WAITING AREA IMPORT BLUE PUPLE 18" x 18" T5 CERAMIC TILE BAR IMPORT IMPERIAL COPPER 24 "X 24" T6 _ CERAMIC TILE SERVICE BAR DE MAR ORANGE 6 "X 6" T7 CERAMIC 11LE WAITING AREA IMPORT OROSE 6 "X 6" T8 TILE DINING 3 IMPORT /AUKRA 91790 3'X1' -6" T9 TILE RESTROOM IMPORT /ANTICA NIL 32069 6 "X6" T10 TILE MEN /WOMEN RESTROOM IMPORT /MIDNIGHT KYOT092370 24 "X24" T11 - GRANITE DINING 2 IMPORT AFRICAN BLACK o 5' W1 HARD WOOD FLOORING DINING 1,2 AUSTIN SPRINGS SAPELE NATURAL THICK1 /2" (W3 1/2 ") W2 HARD WOOD FLOORING DINING 2,4 AUSTIN SPRINGS CHERRY MOCHA THICK1 /2" (W3 1/2") 15 MIL VISQUEEN VAPOR BARRIER BY TENANT GRANULAR FILL CAPILLARY BREAK BY TENANT. 15 AIL VISQUEER VAPOR BARRIER BY TENANT GRANULAR FILL CAPIIARY BREAK BY TENANT PATIO AND RESTAURANT SLAB DETAL N.T.S. REVISION/ I \ 1 "r■ ■■ M■■■■■ ■■ [ SERVICE. 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M■■.$$•■■■■.... ■ ■. ■.. I•UPUU 1:$$1$ = I • ':U ■ ■ ■. UUUU=$ ENE MEM IMEIVICEMENEMENIM I■■..■■■■■■. ■■■■■■■■■■■. ■ ■■ 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■• ■y GEO -FOAM, LANDLORD. 15 AIL VISQUEEN VAPOR BARRIER BY TENANT GRANULAR FILL CAPILLARY BREAK BY TENANT r L - Ifs —r 1 H H H H IL IL JL IL J 12'_11• \ 7 �1 I II FLOOR FINISH SCHEDULE FINISH NOTES I1 FLOOR FINISHING PLAN SCALE II 1. ALL FLOOR WALL JUNCTIONS IN KITCHEN AND RESTROOMS TO HAVE A CERAMIC TILE COVER BASE. 2. ALL FLOOR TILES ARE NON SUP TYPE. WATER TIGHT DOOR THRESHOLD D01 3-18• RE 'r Pp :i ,E FEB 2 9 2008 PERMIT CENTEr @rAwc:cIM D E S I G N S T U D I O FUMING MD IITERIOR DESIGN 1405 BOYLSTON AVE SEATTLE, WA 98122 TEL 206.3224323 TCHS TUDIO.COM WWW.CATCHSTUDIO.COM ARCH ECT RAPDALL C. FONG IQTCHEN DESIGN BARGFEEN B1SIGSON 36271 ST AVE SOUTH SEATTLE ,WA 98134 P1-10t. 206.6821472 FAX 206.6622367 PROJECT 111LE: CHECKED FLE THAI & ASIAN KITCTIEN uiaiw fbclocTh - o :com WE TFIEL D MALL CTIA(WLA, WA) SHAT Ti1LE FLOOI 1G PLAN SLAB DETAILS ,A SLAB DErALS NUM DESIGN CATCH DESIGN STUDIO DRAWN: NOS NARIN DATE 02/28/08 SCALE AS NOT® A4 SYMBOL p FIXTURE QTY. QTY. MANUFACTURE N WATTS LAMP SUPPLIER 0 P1 PENDANT LIGHT 28 KISCHLER 25 INCANDESCENT RETURN AIR WI WALL SCONCE 17 HUBBERTFORGE 25 INCANDESCENT DOOR BELL • EP1 EXTERIOR POLE LIGHT 8 KISCHLER 40 HALOGEN 1>-<1 F1 FLUORESCENT FIXTURE XTURE (KITCHEN) 16 AMERICAN FLUORESCENT 32X2 2 PIN FLUORESCENT - .., C2 CEILING MOUNT CHANDELIER 4 KISCHLER 40X4 INCANDESCENT El EMERGENCY LIGHTING 5 BEST LIGHTING 5 BATTERY BAD F3 BATHROOM LIGHTING FAN/LIGHT COMBO 2 NUTONE 75 INCANDESCENT WI WALL MT LIGHT 2 60 HALOGEN gj TF1 TRACK FIXTURE 40W l TF2 TRACK FIXTURE 40W - T ". T1 TRACK UGHT(8'(ITCHEN) 7 CAL LIGHTING 2400W HALOGEN 1 2 T2 TRACK LIGHT 6' 3 CAL UGHTING 2400W HALOGEN T�- R1 RECESSED lNCANDE scan Darr 25 HALO 40W INCANDESCENT TB R2 RECESSED lCANDE SCENT LIGHT 2 HALO 60W RICE - R3 RECESSED INCANIDE SCENT LIGHT 30 HALO 25W INCANDESCENT ]Cl Cl DIERIOR LOW VOLTAGE SPOT 7 PW411T 20W INCANDESCENT c 1 C2 C2 EXTERIOR LOW VOLTAGE SPOT 3 PW411T 60W NCANDESCE?IT 8_ description symbol description SINGLE POLE SWITCH ®sc SIG CI ABOVE C EILMG TOR CON RCUff NEC BY T 94 AN T. RID DIMMER SWITCH EXHAUST VENT O GEEING MOUNT SPEAKER F/ MUZAK SYS. El RETURN AIR JUNCTION BOX AIR DIFFUSER 0 DOOR BELL LIGHTING FIXTURE SCHEDULE A19 21 -23 NEW WASHABLE HT: 10' 2l17 1?x,r.�rxi i11 =MI � 1 F 2 %//G I IO / // :ca'rs1,Uacra:✓,� ✓7.::x:1,) 66 STOREFRONT SIGNAGE MUST BE ON SEPARATE CIRCUIT AND ON 7 DAY TIME CLOCK SET TO MALL'S OPERATINGHOURS ;0, ,4 A- 8,- 10, -12 A- 2, -4, -6 FIELD VERIFIED LOCATION CENTER CEILING DECORATION 1 I II I C I II l a l I C H I I H I I H I I ALL EXTERIOR LIGHTING MUST BE ON SEPARATE CIRCUIT AND ON 7 DAY TIME CLOCK SET TO WESTFIELD'S MALL AND WASHINGTON TUKWILA REQUIREMENTS. OILING PLAN SYMBOLS r L �r P H H H II JL JL JL JL J cn z ■ SPOT UGHT FOR OUTSIDE STORE HT: 20' AFF. 22-1O" EXHAUST HOOD BY OTHER CLASS I HOOD 24'-0" DUTAUST HOOD BY OTHER CLASS I HOOD / I I / REFLECTED CEILING PLAN SCALE 3/16" = l'• RECEIVED CITY OF TUKWILA FEB 0 8 2003 PEHVIIT CENTER @IAIVCDO D E S I G N S T U D I O PLAPHNG MC INTERIOR DESIGN 1405 BOYLSTON AVE. SEATTLE, WA 9822 TEL. 2062224323 E-MAL.F0eCATCHSTUDIO.COM WWW.CATCHSTUDI000M ENMEER JOHN BLACKLAW 7224 JAMES RD. SW ROCPESTER WA 98579 ARCKTECT RAPDALL C. FONG KITCI- EN DESI BARGREEN ELLICSON 36271ST AVE SOUTH SEATTLE ,WA 98134 PHONE: 206.6821472 FAX 206.6822367 PROJECT TITLE total r�ac ra aLcom WEBTFEID MALL (TUKWILA, WA) SI-EET TITLE= RERECTED CEL.NG PLAN MEFIOR DESIGN CATCH DESIGN STUDIO DRAWL NOS NARK CHECKED DATE 01/28/08 SCALE AS NOTE] ALB SHEER A5 FAI IE II 0 D E S I G N SS T UU DESIGN PLANING AND IN 1 E OR DE 1 1405 BOYLSTON ME. BATTLE, WA 98122 TEL 201 322.4323 E- 6MALtF0.CATCHSTLDI0.0011 WWW.CATCHSTLCIO COM ENGNEER JOHN 7224 JAMES SW ROCI Air B ACKLAW RD. ESTER WA 98579 0 n k i - ! w .7 �. , l # 1 1 c rAL ' -. ARCHITECT RAPDALL C. FONG N7 R° . .4RCrY1'CC r • , KITCHEN DESIGN BARGREEN ElINGSON 36271 ST AVE SOUTH SEATTLE ,WA 98124 PHONE: 208.682.1472 FAX: 2056822367 PROJECT WESTFB_D TITLE WA) RAGIA THAI & ASIAN KITCHEN Glatafl.aekaCrk COM MALL (TUCWLA, SHEET TITLE: CEL.NG DECORATION DETAL REVISIONS INTERIOR DESK k CATCH DESKI.I SRCLO DRAWN: NOS NAM CHECKS) DATE 01/23/08 SCALE: AS NOTED FILE: SHEET A5.1 METAL CABLE Y4 "DIA. TO ALUMINUM FRAME WITH TURN BUCKLE T 10' 24' METAL CABLE Y4 "DIA. EYE EXPANSION BOLT INTO STRUCTURAL BEAMS ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOISTS AND NOT FROM DECK ABOVE. WELDED TO THE METAL FRAME ELEPHANT CARVED WOOD L L Y2 "METAL THREADED ROD INTO EXPANSION ANCHOR IN THE STRUCTURAL BEAMS $4 w 10' 24' CENTER ORNAMENT CARVED WOOD OCYLE STRUCTURAL BEAMS ELEPHANT CRAVED WOOD SILVER 1/2'm ILO' SIDE VII-W SCALE 1/2- = 1'-0• TURN BUCKLE d SECTION SCALE 1Q• - •'-0• ALUMINUM 2MM. PAINTED GOLD 8 PIECES ALUMINUM 2MM. PAINTED GOLD 8 PIECES PLAN OF MAIN DECORATION SOLID METAL 3" PAINTED GOLD WITH STAINLESS SCREW ALUMINUM 2MM. PAINTED GOLD 8 PIECES ALUMINUM 2MM. PAINTED GOLD 8 PIECES 3MM.X4OMM. METAL FRAME PAINTED GOLD 3 "X3 "METAL FRAME 3MM.X25MM. SOLID METAL PAINTED GOLD CENTER CRAVED WOOD 3" GOLD LEAF FINISH 10MM. DIA. METAL WIRE PAINTED GOLD DETAIL PLAN SCALE To- 1 CENTER DECORATION THE LARGE CEILING HANGING ART PIECE WEIGHS ABOUT 250# AND COVERS AN AREA OF ABOUT 250 SQUARE FEET OF THE CEILING. THIS AMOUNTS TO ABOUT 1# PER SQUARE FOOT OF ADDED CEILING LOAD. NOTE THAT ACOUSTICAL DROP CEILINGS ARE ABOUT 10# PER SQUARE FOOT AND ARE HUNG WITH STEEL WIRE HANGERS TO BAR JOISTS AND BEAMS WITH VERTICAL AND 45 DEGREE CONNECTIONS USING PRESCRIPTIVE DESIGN METHODS. THEREFORE, THE USE OF WIRE OR CABLE HANGERS WITH TURNBUCKLES FOR SETTING THE HEIGHT AND LEVEL OF THE ART PIECE AND FOR EVENING THE LOAD IS PROPOSED. NO FURTHER STRUCTURAL EVALUATION IS NECESSARY. CODE COMPLIANCE \ 14 RECEIVED CITY OF TUKWILA FEB 08 2008 PERMIT CENTER FURNITURES UST ITEM DESCRIPTION F1 RECEPTION COUNTER F2 BAR COUNTER, BMX BAR CABINET F3 CONSOLE F4 WAITING BENCH F5 SIDE TABLE F6 SHOWCASE PARTITION F7 HOST PARTITION & BAR RAILING F8 WINE CELLAR CABINET F9 6 SEATS BOOTH MO 4SEATS BOOTH Fl LONG BENCH F12 BUTT -IN ENTERTAINMENT CABINET F13 SERVICE STATION 1 COUNTER F14 SERVICE STATION 2 COUNTER F15 SERVICE STATION 3 COUNTER F16 SERVICE STATION 4 COUNTER F17 SERVICE STATION 5 COUNTER F18 SMALL WAITER STATION F19 MAIN WAITER STATION F20 CABINET SERVICE STATION 1 3O"x6O"TABIE Y..Zdf�L .Z,. GPZrriaie ANITOR RM. prLx.7.XePdUddr.%d6Z'!...!'d ' ffi, try SERVICE STATION 2 RECEPTION CE STATION 3 UP (A.F.F.71 MAN MAUER STATION WiLIIMPLA' SERVICE STATION 4 CORRIDOR (EMPLOYEE ONLY) ELECTRICAL ROOK WOMEN'S SERVICE STATION 5 r 1 MALL ENTRANCE H H H L JL JL JL REMOVE /i\ J J EIFLOYEE ENTRANCE FIXTURE PLAN SCALE 3/16• = 1'-0r Di 447toiC CODE COMPLIANCE APPROg At _ ) 2a RECEIVED CITY OF TUMILA FEB 0 8 2008 PERMIT CENTER @rA9?rcI11 D E S I G N S T U D I O PLAWING MD INTERIOR OR DESIC41 1405 BOYLSTON AVE SEATTLE WA 98122 1EL 206.22.4323 E- MALtFO•CATCH3TIAIO.COM WWW.CATCHS110000M ENGFEER J0141 BLACKLAW 7224 JAMES RD. SW ROc •E$19 i WA 98579 ARCHITECT RANDALL C. FONG KITCHEN DESIGN BARCREEN 9.LINGSON 36271ST AVE SOUTH SEATTLE ,WA 98134 PHONE 206.682.1472 FAX 206.6822367 PROJECT TIILEI RAEEM THAI & ASIAN KITCHEN ww ei q'ackragrai carer WESTFELD MALL (UKWLA, WA) SHEET TITLE RXRIRE PLAN REVISION& NTEFII0R DEW* CATCH DESK i STUDIO DRAWN% NOS NARK CHECKED DATE: 01/23/08 SCALE AS NOTED FLE SHAT* A6 UP (AFF.7") 1HR PARTITION ETAILS 1HR PARTITION R11110N 411 Nr 0 5 „Al 1HR PARTITION y%%/z{ {fffilG. it /�/✓ ✓. / ✓i �r _ MALL ENTRANCE FRAMING PLAN EMPLOYEE ENTRANCE 1HR RATED EXTERIOR WALL SEE WALL DETAILS @ 3/16" =1'-0" RECEIVED CITY OF TUKWILA FEB 08 2008 PERMIT CENTER EXPIRES 3 /a14CG;1 D E S I G N S T U D I O PLANING MD F TERIOR DESIGN 1405 BOYLSTON AVE SEATTLE, WA 98122 TEL 20113224323 E- 11AILWO*CATCFlsR o.COIA WWW.CATCHSTlCIO.COM JCHN BLACKLAW 7224 JAMES RD. SW ROG'HTER WA 98579 ARCI-OTECT RAPDALL C. FONG KITCHEN DESIGN BARGFEEN ELLINGSON 36271 ST AVE SOUTH SEATTLE ,WA 98134 PHOIE 206.682.1472 FAX 206.682.2367 PROJECT TITLE: RAEFM THAI & ASIAN KrrCH£N arugu. WESTFIELD MALL CMm WA) SHEET 11i16 INTERIOR DESIGN CATCH DESIGN STUDIO DRAWI$ NOS NARK DATE 01/23/08 SCALE AS NOTED SHEER FRAM PLAN A7 1•�• 1' -B ' 1' -9" lic=rNI V i R 5 PPS - _,i. r L iF - tFz — - tr J EXISTING PARAPET BY MALL 0 0 J w w ; co O co z co o } w BY OTHERS O I I 1st FLOOR ROOF LINE 1 � 8 HVAC ▪ SY OTHERS b 1' - 9" 0 f I - HVAC 2 BY OTHERS 0 => I_ J EF1 BY OTHERS EXISTING PARAPET BY MALL ALL EQUIPMENT CAN NOT EXCEED THE PARAPET HEIGHT ( 8' UP FROM ROOF LEVEL) EF 2 BY OTHERS O CO m n 73 I W co mw O m O I— BY OTHERS 24 GA. GALVANIZE AIR DUCT I I NORTH SITE / ROOF PLAN SCALE 3/16" = l'-0" BY OTHERS GAS HEAT FURNANCE #1 INUNE MUA BLOWER #1 GAS HEAT FU RNMI INUNE MLIA BLOWER #2 BY OTHERS 24 GA. GALVANIZE AIR DUCT 24 GA. GALVANIZE AIR DUCT TOP OF PARAPET BEYOND ROOF MEMBRANE - CONTINUE UP BACK SIDE OF PARAPET R -21 RIGID INSULATION RESTAURANT RACHA WALL TEMPORARY METAL CAP FLASHING UNTIL EXTERIOR FINISH IS INSTALLED BY TENANT T.O. PARAPET ch EL +54.85' EXTERIOR FINISH TO BE SUPPLIED AND INSTALL BY TENANT. ` SECOND LEVEL d EL +46.85' PARAPET SECTION BY MALL SCALE 3/18" =1'-0" d 0 C -- CODS COMPLIANE ppFL 4, City Of T 1 :3 BUILDING 01\11SIQS,L. RECEIVED CITY OF TUKWILA FEB 0 8 7008 PERMIT CENTER @PIVECCO D E S I G N S T U D I O PLANNPIG AND IMERIOR DESIGN 1405 BOVLSTON AVE SEATTLE, WA 98122 TEL 206 .3224323 E- LIALtFOI CATCHSTUDO COM WWW.CATCHS11 DIOCOM ENGINEffl JOHN BLACKLAW 7224 JAILS IV. SW ROCHESTER WA 98579 ARCIVECT RAI:ALL C. FONG KITCI -EN DESIGN BAR 6JJNGSON 36271 ST AVE SOUTH SEATTLE ,WA 98134 FHOPE: 206.6821472 FAX: 206.8822367 PROJECT TITLE; RAEEIA THAI & ASIAN KITCHEN W!U!U- ac o hCX.CO/ll WESTRELD MALL CPJKWLA, WA) S1'EET TITLE ROOF PLAN PARAPET SECTION BY MALL FEVISIOND INTERIOR DESIGN CATCH DESIGN SRAM DRAM NOS NARK CIECKEIN DATE 01/23/08 SCALD AS NOTED SHEER A8 N.T.S GYPSUM PANELS SEALANT FIRESTOP TO FINISH FLO N.T.S 30" CASH REG DBL LAYER 5/8" TYPE X GYP.BD.ES. --- s A 2" SOUND BATTS ACOUSTIC – THERMAL INSULATION c) LINE OF WALL OR PARTITION 30" WIDE X 48" DEEP / ( MIN.CLEAI) / URINAL ELEVATION CASH REGISTER COUNTER 7/8" HAT CHANNEL 2' -0" HOR CENTER C— DOUBLE NEW WALL DETAIL ( TYPE SCALE 1 1f 1 SCALE 1- Y-0' 2 o I " METAL STUDS } 9. CERAMIC FLOOR TOILET ROOM WALL SIGN mmin \\ DOOR /FRAME ELEVATION ADA SIGNAGE N.T.S 55 55 3' GWB OR FINISH MATERIAL PER PLAN ACOUSTICAL INSULATION WHERE INDICATED ON PLANS BASE PER PLAN RAMSET SHOT PINS 0 2' – O.C. (1.125" DEEP PENETRATION, MIN. SHANK DIAMETER TO BE 0.140 "), TYP. 25 GAUGE UNPUNCHED CONTINUOUS TRACK KITCHEN WALL AND COVE TILE 1' 1'-8" y as- 18" CLR TYP PROVIDE BLOCKING FOR SOLID MOUNTING & ANCHORING OF FIXTURES AND GRAB BARS NON SLIP TILE W/ COVED BASE W.C. ELEVATION N.T.S 3/16" THICK BACK PAINTED ACRYLIC, MATTE FINISH, 1 /4 "RADIUSED EDGES. "MEN ", "WOMEN", "NURSING ", OR "UNISEX" TEXT RAISED 1/32" MIN. & 3/4" HIGH, WIDTH TO HEIGHT RA110 OF 3:5 TO 1:1 AND STROKE WIDTH TO HEIGHT RATIO OF 1:5 TO 1:10. GRADE 2 BRAILLE W/ DOTS 1 /10 INCH O.C. IN EACH CELL, 2/10 INCH SPACE BETWEEN CELLS, AND DOTS SHALL BE RAISED 1/40 INCH. MIN. WALL SIGN NOTES: 1. SIGNS SHALL BE A MIN. OF 1/4" THK., AND THEIR COLOR AND CONTRAST SHALL BE DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR /WALL PER GOVERNING CODES & ADA REQUIREMENTS. 2. WALL SIGNS SHALL BE LOCATED ON LATCH SIDE OF DOOR, CLEAR OF DOOR– SWING. 3 • LETTERS AND BRAILLE SYMBOLS SHALL BE PER APPLICABLE CODES & ADA REQUIREMENTS. CONT. 20 GA. TOP TRACK SUSPENDED T –BAR CEILING WHERE OCCURS. SEE REFLECTED CEILING PLAN. TYP. INTERIOR WALL ASSEMBLY: 3 5/8" METAL STUDS © 24" O.C. WITH 5/8" TYPE X GYP. BD. ON BOTH SIDES – TAPED, SANDED SMOOTH, PAINT GRADE FINISH TYP). FLOOR TRACK TO BE ANCHORED TO EXISTING CONC. SLAB W/ POWER DRIVEN FASTENERS AT 24" O.C. – ICBO #2388 (TYP.) RUBBER COVE BASE GYPSUM PANELS SCALE 11/7 Y-0' 5/8" TYPE X GYP.BD.ES. 3 -5" 4'-" NEW WALL DETAIL ( TYPE 12 NEW GWB WALL SECTION DETAIL ( TYPE SCALE 1/4"- T-O• SOUND BATT N in WATER - RESISTANT WAINSCOT 3/4" PLYWOOD SHEATHING BEHIND GWB THIS WALL ONLY 30" WIDE / ( MIN. CLEAR EMERGENCY L K#ITMG 1 = EXIT = 314" STROKE —/ \_ HIGH CONTRAST LETTER WIDTH (1111 BACKGROUND EXIT LIGHT N.T.S NOTE: 1. SIGN SHALL BE ILLUMINATED INTERNALLY OR EXTERNALLY BY TWO ELECTRIC LAMPS OR BE AN APPROVED SELF – LUMINOUS TYPE. THE LUMINANCE OF THE SIGN SHALL NOT BE LESS THAN 5 FOOT CANDLES FROM EITHER LAMP. INTERNALLY ILLUMINATED SIGNS SHALL PROVIDE EQUIVALENT LUMINANCE. 2. CURRENT SUPPLY FOR ONE OF THE LAMPS SHALL BE SUPPLIED BY THE PREMISES WIRING SYSTEM. POWER TO THE OTHER LAMP SHALL BE FROM STORAGE BATTERY OR ON SITE GENERATOR. 3. THE NORMAL POWER SUPPLY SHALL BE AUGMENTED WITH AN EMERBENCY POWER BACK UP SYSTEM WHEN THE OICCUPANT LOAD OF A BUILDING IS OVER A TOTAL OF 100 PERSONS. 4. ALL MEANS OF EGRESS SHALL BE ILLUMINATED TO A MINIMUM OF ONE FOOT CANDLE AT THE FLOOR LEVEL WHEN ANYTIME THE BUILDING IS OCCUPIED. METAL STUDS PROVIDE 45" DIAG. BRACING Cg) THE TOP MAX. 8' -0" O.C. OISTURE RESISTANT 5 4" GREEN BOARD E/S AT WET AND MOISTURE AREAS EXISTING CONC. FLOOR SLAB FINISH FLOOR AS SPECIFIED 2 -1/2" STEEL U 5/8' GYPSUM PANELS 5 / 8 1 2" AIN • 7 3-3/4" 4 -3 /4' 1 15/16" NEW WALL DETAIL ( TYPE SCALE 1117 1-0" ATTACH TO WALL ANGLE@ TWO ADJACENT SIDES 2X2 ANGLE MOLDING LIGHT FIXTURE ( WHERE OCCURS) MIRROR 6 INSULATE EXPOSED SUPPLY AND DRAIN LINES WITH VINVL COVERED INSULATION LAVATORY ELEVATION N.T.S CI X. min. 3/8" EXTERIOR WALL SECTION ( TYPE •4 1 HR RATED, UL NO. U465 6 #12 HANGER WIRE ANCHORED TO STRUCTURE ABOVE OR TO THE WALL ABOVE THE CEIUNG PAINTABLE FIRESTOP SEALANT (BOTH SIDES) UNDERSIDE OF DECK ABOVE 5/8" DEFLECTION GAP 6" SLOTTED TRACK (SLP –TRK OR EQ) 7/8" EXTERIOR CEMENT PLASTER SYSTEM 5/8" DENSGLASS GOLD TYPE "X" EXTERIOR SHEATHING: 0 1 LAYER 6" STEEL STUD FRAME BATTINSULAIION PER SCHEDULE 6" CONTINUOUS STEEL TRACK FINISH FLOOR WHERE OCCURS SEALED CONCRETE SLAB, SEE STRUCTURAL DRAWINGS (BY MALL) PAINTABLE FIRESTOP SEALANT (BOTH SIDES) POWDER ACTUATED FASTENERS ©2' -0" O.C. 6" 6" COLUMN WRAP DETAIL - TYPICAL SCALE 11rr =1-O' LEGEND 1. PTD: PAPER TOWEL DISPENSER/WASTE RECEPTACLE 2. SND: SANITARY NAPKIN/TAMPON DISPOSAL 3. TP: TOILET PAPER HOLDER 4. SCD: SEAT COVER DISPENSER 5. SD: SOAP DISPENSER, WALL MOUNTED N.T.S STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING ARART. HEAVY DUTY MAIN TEE & CROSS TEES SUSPENDED CEILING SECTION N.T.S METAL STUD FRAMING % GYP. BD. FINISH PER SCHEDULE METAL COLUMN BY MALL 4 4 ACCESSORY ELEVATION • v 12 GA. MIN. HANGER WIRE @48" O.C. MAX. & W/1 8" OF CEIUNG OR WALL DISCONTINUITY: PROVIDE ADD'L WIRE W/1 3" OF EA. CORNER OF EA. FIXTURE. PROVIDE (2) ADD'L WIRES TO OPPOSITE CORNERS OF FIXTURE PARALLEL TO MAIN RUNNER; 12 GA. WIRE TYP. COMPRESSION STRUT. 45 MAX,TYP. is UP. HANGER "^ (MAY BE SLACK). ��► �� / 45° MAX.,TYP. 0/k PARALLER CRO MAIN RUNNER TEE, ANCHORED TO T NOTE: ATTACH GRID BRACING ASSEMBLY @12' O.C. MAX. START FIELD 4' -0" FROM PERIMETER DEMISING WALL b1 d os NOTE: LIGHTS Sc MECH. GRILLS SHALL BE MECH. FASTENED TO GRID. 10 SEISMIC CEIUNG DETAIL N.T.S e I I N.T.S PAINTABLE FIRESTOP SEALANT (BOTH SIDES) UNDERSIDE OF DECK ABOVE 5/8" DEFLECTION GAP 6" SLOTTED TRACK (SLP —TRK OR EQ) APPLY SCEW TO STUDS ONLY (NOT TO TRACK) 5/8" GYPSUM BOARD CEILING FINISH PER SCHEDULE 5/8 GYPSUM BOARD TYPE "X" (BOTH SIDES) SEE NOTE ui No. U465 1HE FOLLOIMNG FASTENING REQUIREMENTS ARE TAKEN FROM UL'S SPECIFICATION FOR THE INDICATED ASSEMBLY. REFER TO UL'S DOCUMENTATION FOR COMPLETE ASSEMBLY REQUIREMENTS AND ALLOWABLE OPTIONS: 2' —O" O.C. WALL PER PLAN r LAVATORY COUNTER NOTCH AS REQ'D FOR CEIUNG PANEL 11LE WAINSCOT, THIN —SET (WHERE OCCURS) 6" STEEL STUDS 0 16" O.C. WALL FINISH PER SCHEDULE 6" CONTINUOUS UNPUNCHED STEEL TRACK FLOOR FINISH WHERE OCCURS SEALED CONCRETE SLAB, SEE STRUCTURAL DRAWNGS(BY MALL) PAINTABLE FIRESTOP SEALANT (BOTH SIDES) POWDER ACTUATED FASTENERS . M1 25" MAX J 7/ 11" MIN 17' MIN TOE SPACE NOTE WATER SUPPLY AND DRAIN PIPES SHALL BE INSLATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE BELOW BE NO SHARP OF ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. 2X6 BLOCKING @ MIRROR 2X12 BLOCKING BLOCKING@ VANITY LAVATORY RIM P. LAM. COUNTER OVER 3/4' MDO PLYWOOD N g 3/4' PL' WOOD OUTRIGGERS LOCATE', PER PLAN, PAINT TO MATCH P -LAM VANITY TOP 3/4" PLYWOOD FRAME CONTINUOUS FRONT. FRONT & BACK SIDE AS SHOWN INSULATE PIPES: REFER TO NOTE BELOW 48' MIN CLEAR FLOOR SPACE THE FOLLOWING NOTES SUPERCEDE ANY OTHER SPECIFIC DETAIL 13.5.6.2.2 Seismic Design Categories D through F. Suspended ceilings in Seismic Design Categories D, E, and F shall be designed and installed in accordance with ASTM C635, ASTM C636, and the CISCA for Seismic Zones 3 -4 as modified by the following: a. A heavy duty T —bar grid system shall be used b. The width of the perimeter supporting closure angle shall be not less than 2.0 in. (50 mm). In each orthogonal horizontal direction, one end of the ceiling grid shall be attached to the closure angle. The other end in each horizontal direction shall have a 0.75 in. (19 mm) clearance from the wall and shall rest upon and be free to slide on a closure angle. c. For ceiling areas exceeding 1,000 ft2 (92.9 m2), horizontal restraint of the ceiling to the structural system shall be provided. The tributary areas of the horizontal restraints shall be approximately equal. EXCEPTION: Rigid braces are permitted to be used instead of diagonal splay wires. Braces and attachments to the structural system above shall be adequate to limit relative lateral deflections at point of attachment of ceiling grid to less than 0.25 in. (6 mm) for the loads prescribed in Section 13.3.1. d. For ceiling areas exceeding 2,500 ft2 (232 m2), a seismic separation joint or full height partition that breaks the ceiling up into areas not exceeding 2,500 ft2 shall be provided unless structural analyses are performed of the ceiling bracing system for the prescribed seismic forces that demonstrate ceiling system penitrations and closure angles provide sufficient clearance to accommodate the anticipated lateral displacement. Each area shall be urovided with closure an•leisn accordance with item 2 and horizontal restraints or bracing in accordance with item 3. Except where rigid braces are used to limit lateral deflections, sprinkler heads and other penetrations shall have a 2 in. (50 mm) oversize ring, sleeve, or adapter through the ceiling tile to allow for free movement of at least 1 in. (25 mm) in all horizontal directions. Alternatively, a swing joint that can accommodate 1 in. (25 mm) of ceiling movement in all horizontal directions is permitted to be provided at the top of the sprinkler head extension. f. Changes in ceiling plan elevation shall be provided with positive bracing. g. Cable trays and electrical conduits shall be supported independently of the ceiling. h. Suspended ceilings shall be subject to the special inspection requirements of Section 11 A. 1.3.9 of this document CODE � � 1, �..� , . Cif 6:1 NOTES: GYPSUM BOARD* NOM 5 /6 IN. THICK GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDE OF STUDS. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDE OF STUDS NEED NOT BE STAGGERED OR BACKED. PANELS ATTACHED TO STEEL STUDS AND FLOOR RUNNER WITH 1 IN. LONG TYPE S STEEL SCREWS SPACED 8 IN. OC WHEN APPLIED HORIZONTALLY, OR 8 IN. OC ALONG VERTICAL AND BOTTOM EDGES AND 12 IN. OC IN THE FIELD WHEN PANELS ARE APPLIED VERTICALLY. WHEN USED IN WIDTHS OTER THAN 48 IN., GYPSUM PANELS TO BE INSTALLED HORIZONTALLY. 1 HOUR PARTITION AT FINISHED CORRIDOR (TYPE N.T.S RECEIVED CITY OF TUKWILA FEB 0 8 2008 PERMIT CENTER D E S I G N S T U D I O PLANTING AND INTERIOR DESIGN 1405 BOYLSTON AVE SEATTLE, WA 98122 TEL 2082322A323 E- MALtIFO•CATCHSTUDIO.COM WWW.CATCHSTl1DIO:COM ENCIEER JOI-N BLACKLAW 7224 JAMES RD. SW ROCHESTER WA 98579 ARCHITECT RANDALL C. FONG CHECKED F LE: SHEETS PROJECT TITLE: SHEET TITLE DETALS $C MINOR DEEM CATCH DESIGN STUDIO DRAM NOS NAf 1 DATE: 01/23/08 SCALE AS NOTED KITCHEN DESIGN BSI IL I TION 36271 ST AVE SOUTH SEATTLE ,WA 98134 RAGA THAI & ASIAN KITC -1£N torigU :Caekei kai COAT A9 PHONE. 206.6821472 FAX: 206.6822367 WESTFEL D MALL C UKW L WA) AMOUR n 1 HOUR PAFMTON DETAL SUSPENDED CRAIG DETAL ALUM CORNICE PARAPET FRAMING BY MALL - %" PSUM BOARD INTERIOR WALL FINISHE PER SCHEDULE TEAK WOOD 1 - BORDER RESTAURANT AIL AIL ¶1HI1U1II ADD IQ Kin1CCHJII 1 • 1:4 if w`' 1 ., ( IN" ha ifiriqfflfflpi milimmum • • -R - -im }p■JM=M—_.— .,.. • • • hr`JIf •T1 k V Ller1 C 6174 6 6]'4 6rl➢ 6 Llur4 6 6 671 LA , 1 ITT TT T I=T I L..t. T• r 1►1 ■ ►4• ► / ■ ►/IIFI TT 17 1- 1 CERAMIC TILE 6"x6' ■ ► 4• ►4. 4• 41 MOM y n r .4 r n. *, n. ❑�� rnrr 11 n :� 1 ("IT n n m. J 1 1 (` t 1 Jr 1fii I 1 . n . 1 , ,� 'kI rT r r (, l L , 11(' r11 I , .i , . 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Ef' 111, flu i id • Moimmm Maimmmw =PM MOM zm zs = 1 1 �1 ;. , rrM 1 �► �4�! r« 4�I,J��,�,r�1,r1�l.r�;�!r,�i?Ir ;��:�!1>r�'i.r,5n,l,��.r�r — — ""' = IT SIN BORDER ��.+•+'���� BLACK GALAXY GRANITE TILE ........ - W 41'41W, � e. •/\ 1 Al 0 1 -8' RESIN BORDER HALO LIGHT BRASS ACCENT B AND METAL BACKING P LATE ' STUCCO OVER PAPER BACKED METAL LATH 0 5/8' DENSGLASS GOLD CERAMIC TILE YI "THK. EXTERIOR WOOD PANELING 'THK. \4'FIBERGLASS CORNICE ,PLASTER ORNAMENT ?"EXTERIOR CEMENT \ PLASTER SYSTEM \3 - FIBERGLASS CORNICE CORNER 1/2 - STAINED GLASS DARK BROWN ALLUMINUM FRAME ) DOUBLE PANE SAFETY GLASS 1 . THK. TEAK WOOD DOOR BRASS HANDLE 2 - DIA. COMPOSIT SILL WITH ALUMINUM THRESHOLD ADA APPROVED 1.1 0' -2' WALL SECTION 6' 19' -113'' SCALE 3/8' = 19' -6'"" Il )' I 0'--2" p I 4 111 III! ? 1 ,,411 �� - - ------ =- -- -- -- - - --- - -- - -- - --- ---= ~ - ° -` E ms ' + /• l l ! / l l• / /• Off NA."\N / - //• ` /- /j /jl` )1ll 2 A10 PARAPET FRAMING BY MALL \ %' GYPSUM BOARD INTERIOR WALL FINISHED PER SCHEDULE TEAK WOOD 1 - BORDER TEAK WOOD MoL INi; RESTAURANT TEAK WOOD 1 - X2" ROUND MOLDING TEAK WOOD 1 "X3" BORDER •• TEAK WOOD 1 "X6" BORDER STAINED PLYWOOD TEAK WOOD 1 "X6" BASE PER PLANS /ELEVATION ALUM CORNICE 1 -B r 1 1 MALL BUILDING (BACK PANEL) ALUMINUM SQUARE TUBE FRAME WITH MOUNTED ALUMINUM PANEL, PAINTED (TOWER SILHOUETTE) FABRICATED ALUMINUM PANEL- PAINTED, DIMENSIONAL, 6" DEPTH HALO ILLUMINATED WHITE NEON (RACHA LOGO) FACE -UT CHANNEL LETTERS HALO ILLUMINATED YELLOW NEON (SIGNAGE WILL BE SEPARATE PERMIT) CERAMIC TILE 6 "X6" MARBLE VENEER RACHA FRONT ELEVATION SCALE 3/16' = 1' -0' SPOT LIGHT BRASS DECORATION ATTACH TO PARAPET 6 STUDS 0 CO r CERAMIC TILE Y'THK. EXTERIOR WOOD PANELING J THK. \4 FIBERGLASS CORNICE \ • ORNAMENT \ a-EXTERIOR CEMENT PLASTER SYSTEM 3 "FIBERGLASS CORNICE CORNER \\ \1J2 STAINED GLASS \DARK BROWN ALUMINUM FRAME " I'1Id N EXTERIOR �- DOUBLE PANE SAFETY GLASS 1 "THK.GRANITE ;ROUND MOLDING 5 "GRANITE BORDER MARBLE VENEER 12 GRANITE 'BASE PER PLANS /ELEVATION T.O. PARAPET EL. +54.85' T.O. PARAPET c EL. +54.85' SECOND V LE L E Adjk SPOT LIGHT EL. +46.85 ,GROUND LEVEL Ad EL. +28.85' WALL SECTION SCALE 3/8' = T.O. PARAPET EL +78.52 T.O. PARAPETA EL. +72.85 V (RACHA LOGO) CHANNEL LETTERS INTERNALLY ILLUMINATED WITH WHITE LEDS SECOND LEVEL di EL +46.85' GROUND LE pia EL +28.85 ■ ABOVE L LNE EMERGENCY EXIT FOR THE PATIO AREA PANIC HARD WARE WITHOUT LOCK OR LATCHES 1 ' 1 —3 1 — 4' 4' -6' 4' -6' II i IEIM ■1x'1!1 ■■■ ■ ■1 sa 11' 11' 11' e . POYSDER COATED METAL IRON RAIUNG imam iffloseasi ■■■■ 1R1Mil =IMl ■ ■ ■■■1 11 ■■■■■ 1 ' tr 11' 11' 1 ' 11' COL. PER PLAN 11' 1 ' 11' 11' 1 ' 11' Al0 1' 11' 1 ' DoT4105e 1 -4" EMERGENCY EXIT FOR THE PATIO AREA PANIC HARD WITHOUT THOUT LOCK OR LATCHES PATIO ELEVATION SCALE PATIO PLAN SCALE 3/16' = 1' -0' 1 I OF FLOOR \ :Ter III III III 1111 ®�- [MIMI IIII III III PATIO AREA I 1 A10 III III III ÷■+ igsp4, 1 Eel ;1I�. ljt 0 1 •1 �♦ 1-0 1 � r „�rP 1• 3/16' = T.O. PARAPET EL. +78.52 STONE BAND ROOF LEVEL o lik EL +68.85' THIN BRICK EXTERIOR ALUM. CORNICE SEE DETAIL MALL BUILDING SECOND LEVEL o pi k EL. +46.85' STONE BAND GROUND LEVEL EL. +28.85 REVIEWED FOP \ CODE COMPL PPE , City Of Tu c %kE c ti ONDNUE MALL BRICK PATTERN TO EAST WALL (BY TENENT) ONTINUE MALL BRICK PATTERN TO EAST WALL (BY TENENT) THIN BRICK EXTRIOR RECEIVED CITY OF TUKWILA FEB 08 2008 PERMIT CENTER D E S I G N S T U D, PLANING AND INTERIOR DESK 1405 BOYLSTON AVE SEATRE, WA 98122 1E- 2083224326 E-MAL*FO.CATCHSRJDIO.COM WWWLATCI-ETUDIO.COM ENGINEER JOHN BLACKLAW 7224 JAMES RD. SW ROCHESTER WA 98579 ARCF'OTECT RANDALL C. FONG KfCHEN DESIGN BARGREEN ELI SON 36271 ST AVE SOUTH SEATTLE ,WA 98134 PHONE: 206.6821472 FAX 206.682.2367 PROJECT TITLE REFIA THAI& ASIAN KI•T.'CrtI :N Q tett/. k9c/io r h C'oni WESTREL D MALL CPJ(WLA, WA) SHEET TITLE PATIO ELEVATION, PLAN WALL SECTION FEVOOM WTEROR DESG1► CATCH DESIGN STUDIO DRAWN: NOS NARIN CIECIIIECc DATE 01/23/08 SCALE: AS NOTED FLE SHEET# A10 HWH TEK3 SCREW .1_411r] nNr, HWH TEK3 FASTENER AT EVERY STUD (16 "O.C.) C SCALE: 1 1/2" = 1' —O" \ LINE OF ROOF ABOVE FRONT PILLAR @ STOREFRONT SCALE: 1" = 1' -0" d '4 D E S I G N S T U D I O PLANING AND INTERIOR DESG V 1405 BOYLSTON AVE SEATTLE, WA 98122 TEL 2062224323 E-MALtFO.CATCI'ISTI.0 0.COM WWW.CATCHS UDID.COM INCIEER JOHN BLACKLAW 7224 JAMS FD. SW ROCHESTER WA 98579 ARCHITECT RANDALL C. FONG KITCHEN D BIGN yj BARGREIai ELLNIGSON 36271ST AVE SOUTH SEATTLE ,WA 98134 PHONE 206.6823472 FAX 2866822367 PROJECT TITLE RAGA THAI & ASIAN KITCHEN wagel. oC`laY. kral.`eo WESTFD MALL CfIACWLA, WA) SI-E T 1111..E PATIO ELEVATION, PLAN WALL SECTION Remote FRERIOR DESIGN CATCH DEEM STUDIO DRAWN NOS NAM CHECIGED DATES 01/23/08 SCALE AS NOTED FIB I 1 / - 4 v 4. ALUMINUM STOREFRONT DOOR I THRESHOLD SET : IN SEALANT 4 4 e' 4 4 4 CERAMIC TILE Y "THK. VAPOUR BARRIER %" DENSGLASS SHEATHING 4" METAL C STUD FRAMING LINE OF ROOF ABOVE BOTTOM RAIL @ STOREFRONT A11 / SCALE: 3" = 1' -0" 0.125 "THK. FORMED ALUM PANEL \ TO BE FIELD \ INSTALLED n CORNICE DETAIL SCALE: 1 1/2' = 1' -0" INTERIOR WALL FINISH, SEE PLANS, ELEVATIONS, SCHEDULE `THIN MARBLE VENEER' COLOR, TEXTURE AND FINISH PER ELEVATIONS AND PLANS, TYP 6"X18 GA_ STEEL STUDS 016" O.C. CC.IPLETELY GROUT JOINT TO MATCH (E) GROUT JOINTS, TYP `THIN MARBLE VENEER' ADHERED TO THICK SET WITH THINSET WI LATEX ADDITIVE: THICK COAT - MUD SET SCRATCH COAT APPROVED METAL LATH ATTACHED WE APPROVED FASTNERS TO SHEATHING TYVEK 'COMMERCIALWRAP' AT ALL EXTERIOR WALLS. SECURE ALL JOINTS WITH TYVEK JOINT TAPE - G-P DENSGLASS GOLD SHEATHING WITH TAPED JOINTS TYP. 6'X18 GA. STEEL STUDS 016' 0.0 THERMAL INSULATION TYP. SEE PLAN 6', 18 GA. CONT. MUNCHED TRACK ELASTOMEIBC SEALANT. CONT. / ___GONG. SLAB EXTERIOR WALL — TYPICAL L3" x3"0 ATTACH TO METAL STUDS All SCALE 1' = 1' -0" 0 EXTERIOR LINE OF ROOF, ABOVE � FRONT PILLAR @ STOREFRONT DOUBLE PANE SAFETY GLASS CARVED WOOD ORNAMENT G—P DENSGLASS GOLD SHEATHING, TYP. EXTERIOR TEAK WOOD PANELING FINISH PER SCHEDULE EXTERIOR TEAK WOOD MOLDING SCALE: 3" = 1' -0" i ' -7ki SCALE: 1" = 1'--0" HOLLOW BRASS DECORATION ATTACH TO PARAPET 6 "METAL STUDS A — A VIEW 1/4 "DIA.BOLT WITH LOCKING NUT AN D WASHER h''THK. STEEL PLATE I / I I I I / / I I / 1 , - , c BRASS DECORATION ATTACHMENT i I ALUM STOREFRONT DOOR MAIN DOOR FRAME @ STOREFRONT CERAMIC TILE Y2 "THK. VAPOUR BARRIER %" DENSGLASS SHEATHING 4" METAL C STUD FRAMING ALUM STOREFRONT TEAK WOOD MOWING TEAK WOOD PANEUNG CARVED WOOD ORNAMENT INTERIOR GYPSUM BOARD 16 GAUGE STEEL C STUD 6" ALUM STOREFRONT FRONT LINE OF ROOF ABOVE Dol4o6 METAL PROTECTION PVF2 FINISH ELECTRICAL 40 WATT BULBS. WALL MOUNTED UL LISTED. TOP VIEW SCONCE LIGHT DETAIL All SCALE 3/16' = 1' -0• ALUMINUM SQUARE TUBE FRAME WITH MOUNTED ALUMINUM PANEL. PAINTED SEE DETAIL Si. S2. 53 err ('7 ]I' IXUE E PNE SAFETY CUSS 4' -2' NORTHWEST SIDE ELEVATION RTWEST 1 IIORTWEST 1 ROOF 6 19' -11' MALL BUILDING (BACK PANEL) ALUMINUM SQUARE TUBE FRAME WITH MOUNTED ALUMINUM PANEL, PAINTED (TOWER SILHOUETTE) FABRICATED ALUMINUM PANEL PAINTED, DDJENSIONAL. 6" DEPTH HALO ILLUMINATED WHITE NEON RACHA LOGO) FACE -UT CHANNEL LETTERS HALO ILLUMINATED YELLOW NEON CERAMIC TILE 6 "X6 MARBLE VENEER PANEL WATH CARVED ORNAMENTS RACHA FRONT ELEVATION SCALE 3/16' = PLAN - SECOND FLOOR SCALE 3/16' = 1' -0' LINE OF ROOF ABOVE PLAN - FIRST FLOOR SCALE 3/16' I' -0' T.O. PARAPET EL +78.52 T.O. PARAPET EL +72.85 T.O. PARAPET o d k EL. +54.85' ' SECOND LEVEL EL. +46.85' Zo CU CODE co4 MAR - / BuiLDIN RECEIVED CITY OF TUKVtJILA FEB 08 2008 PERMIT CENTER SHEET/ All c) 0'-1'/ ¥A ■ + • + + • ill IL_ I 1 1 ■ I I •T PM Ca / ■ 4 EMERGENCY EXIT FOR THE PA110 AREA PANIC HARD WARE WITHOUT LOCK OR LATCHES 2' 4' -10? 4' -10? L 2' AUTO CLOSE HINGE 7 8' - 5" SCALE 1/2' = 1' - 0' EN =NEE � MEI 3' -O' 12' -9' SOUTH WEST. SIDE ELEVATION SCALE 1/2' = 1' -0" SOUTH SIDE ELEVATION STOP PLATE "" 4 a, • r : 6L •A11• .: , � A I � \ N 3/4" DIA. EXPANSION ANCHORS TO CONCRETE 4' -10' 11' 12' S.W.SIDE —' BRASS a SOLID 1 "X1" BELL LIGHTING INSIDE \ DRILL CONCRETE AT HOLES FILL WITH EPDXY STEEL BLACK 11 12' 11' M M NIE ,e . TOP VIEW Ftt" I D � 17' 1 e / OPEN WINDOW r/. \. SCALE 1" = 1' - 0' 1 0 ' - 5 " Y4" METAL PLATE ON TOP I I ! I \ - r e• ® �� T METAL PLATE AT 4 THE E BOTTTT OM SOLID STEEL 1"X 1/4" BASE 11' 12' 11' 80' -3" 80' -3" 1"X1" METAL RAILING (BLACK) POWDER COATED FINISH STEEL PLATED ks "THK. BLACK (POWDER COATED FINISH) 11 -0 / 3/4" DIA. EXPANSION ANCHORS TO CONCRETE 11' 12' • 7' - a MEIN II MEM kM I f I EMI II i.I 9 -91" J 11' mu Mill -- I L N YDD VOID urm lD r OA DD fiR II 3/4" DIA. EXPANSION ANCHORS TO CONCRETE 0' -5' SCALE 1 /2' = 11' 12' 11' SOUTH SIDE ELEVATION A -2 2' SOUTH SIDE ELEVATION SCALE 1/4' = 5' -6' GROUND LEVEL EL. +28.85' 2' AUTO CLOSE HINGE STOP PLATE 3' -O' 14' -0' EMERGENCY EXIT FOR THE PATIO AREA PANIC HARD WARE WITHOUT LOCK OR LATCHES GROUND LEVEL o i k EL. +28.85' 5' -6' STOP PLATE 3/4" DIA. EXPANSION ANCHORS I TO CONCRETE SOUTH EAST. SIDE ELEVATION SCALE 1/2' = 1' -0' SCALE 1/2' = 1' -0' LO SOUTH SIDE ELEVATION 1 / SCALE 132' = 1' -0' 0 -54" I / .4 II ® I1 1' SECTION S ;CTION SECTION SCALE 1/2' = 1' -0' SCALE 1' = 1' - 0' OPEN FRAMING COLOR GLASS FIXED COLOR GLASS LIGHTING BULB \ SOLID STEEL 1 "X1" SOLID STEEL 4 "X1" STEEL TUBE % 4 (WIRING FOR LIGHT) OPEN WINDOW WITH METAL PLATE (WIRE ACCESS) THIS SPACE FOR WIRE AND COMPARTMENT PROVIDE TYPE OF 4 MIN. /4" HOLE FOR EXPANSION BOLT ATTACH TO CONCRETE SLAB Y4" STEEL PLATE TS 1 "X1" WELDED CONNECTION TO BOTTOM Y4" STEEL PLATE BASE Y4 "STEEL PLATE CONCRETE SLAB TS 1 "X1 " WELDED TO Y4" STEEL PLATE 3 /4" DIA. EXPANSION BOLT ATTACH TO CONCRETE SLAB DRILL CONCRETE AT HOLES FILL WITH EPDXY APPTa CM 01067s RECEIVED CITY OF TUKWILA FEB 08 2008 PERMIT CENTER @PIVIEUI D E S I G N S T U D I O PLANNING AND INTERIOR DESIGN 1405 BOYLSTON AVE SEATTLE, WA 98122 TEL 206322.4323 E-MALIFOsCATCHSTOD10.COM WWW.CATG1TICIO COM ENGIN JOHN BLACKLAW 7224 JADES RD. SW ROCHESTER WA 98579 ARCHITECT RANDALL C. FONG KITCHEN DESIGN BARGRBEN B_LWGSON 36271 ST AVE SOUTH SEATTLE ,WA 98134 PHONE 206.682.1472 FAX 206.6822367 PROJECT TITLE: WESTFELD MALL CI1lKWLA, WA) SHEET TRLE: FENCE ELEVATION AND DETALS LK iiNG POLE REVISIONS MERIOR DESIm CATCH DESIGN STUDIO DRAWN: NOS NARK CHECKED DATE: 01/23/08 SCALE AS NOTED FLE: SHEET/ Al2 \ o / . \ f/ ., . ., R A ,, n . . • 1 I II . : . : . 1 - . 1 II „ 1 i - n -, 1. ---, . - .1 I c) 0'-1'/ ¥A ■ + • + + • ill IL_ I 1 1 ■ I I •T PM Ca / ■ 4 EMERGENCY EXIT FOR THE PA110 AREA PANIC HARD WARE WITHOUT LOCK OR LATCHES 2' 4' -10? 4' -10? L 2' AUTO CLOSE HINGE 7 8' - 5" SCALE 1/2' = 1' - 0' EN =NEE � MEI 3' -O' 12' -9' SOUTH WEST. SIDE ELEVATION SCALE 1/2' = 1' -0" SOUTH SIDE ELEVATION STOP PLATE "" 4 a, • r : 6L •A11• .: , � A I � \ N 3/4" DIA. EXPANSION ANCHORS TO CONCRETE 4' -10' 11' 12' S.W.SIDE —' BRASS a SOLID 1 "X1" BELL LIGHTING INSIDE \ DRILL CONCRETE AT HOLES FILL WITH EPDXY STEEL BLACK 11 12' 11' M M NIE ,e . TOP VIEW Ftt" I D � 17' 1 e / OPEN WINDOW r/. \. SCALE 1" = 1' - 0' 1 0 ' - 5 " Y4" METAL PLATE ON TOP I I ! I \ - r e• ® �� T METAL PLATE AT 4 THE E BOTTTT OM SOLID STEEL 1"X 1/4" BASE 11' 12' 11' 80' -3" 80' -3" 1"X1" METAL RAILING (BLACK) POWDER COATED FINISH STEEL PLATED ks "THK. BLACK (POWDER COATED FINISH) 11 -0 / 3/4" DIA. EXPANSION ANCHORS TO CONCRETE 11' 12' • 7' - a MEIN II MEM kM I f I EMI II i.I 9 -91" J 11' mu Mill -- I L N YDD VOID urm lD r OA DD fiR II 3/4" DIA. EXPANSION ANCHORS TO CONCRETE 0' -5' SCALE 1 /2' = 11' 12' 11' SOUTH SIDE ELEVATION A -2 2' SOUTH SIDE ELEVATION SCALE 1/4' = 5' -6' GROUND LEVEL EL. +28.85' 2' AUTO CLOSE HINGE STOP PLATE 3' -O' 14' -0' EMERGENCY EXIT FOR THE PATIO AREA PANIC HARD WARE WITHOUT LOCK OR LATCHES GROUND LEVEL o i k EL. +28.85' 5' -6' STOP PLATE 3/4" DIA. EXPANSION ANCHORS I TO CONCRETE SOUTH EAST. SIDE ELEVATION SCALE 1/2' = 1' -0' SCALE 1/2' = 1' -0' LO SOUTH SIDE ELEVATION 1 / SCALE 132' = 1' -0' 0 -54" I / .4 II ® I1 1' SECTION S ;CTION SECTION SCALE 1/2' = 1' -0' SCALE 1' = 1' - 0' OPEN FRAMING COLOR GLASS FIXED COLOR GLASS LIGHTING BULB \ SOLID STEEL 1 "X1" SOLID STEEL 4 "X1" STEEL TUBE % 4 (WIRING FOR LIGHT) OPEN WINDOW WITH METAL PLATE (WIRE ACCESS) THIS SPACE FOR WIRE AND COMPARTMENT PROVIDE TYPE OF 4 MIN. /4" HOLE FOR EXPANSION BOLT ATTACH TO CONCRETE SLAB Y4" STEEL PLATE TS 1 "X1" WELDED CONNECTION TO BOTTOM Y4" STEEL PLATE BASE Y4 "STEEL PLATE CONCRETE SLAB TS 1 "X1 " WELDED TO Y4" STEEL PLATE 3 /4" DIA. EXPANSION BOLT ATTACH TO CONCRETE SLAB DRILL CONCRETE AT HOLES FILL WITH EPDXY APPTa CM 01067s RECEIVED CITY OF TUKWILA FEB 08 2008 PERMIT CENTER @PIVIEUI D E S I G N S T U D I O PLANNING AND INTERIOR DESIGN 1405 BOYLSTON AVE SEATTLE, WA 98122 TEL 206322.4323 E-MALIFOsCATCHSTOD10.COM WWW.CATG1TICIO COM ENGIN JOHN BLACKLAW 7224 JADES RD. SW ROCHESTER WA 98579 ARCHITECT RANDALL C. FONG KITCHEN DESIGN BARGRBEN B_LWGSON 36271 ST AVE SOUTH SEATTLE ,WA 98134 PHONE 206.682.1472 FAX 206.6822367 PROJECT TITLE: WESTFELD MALL CI1lKWLA, WA) SHEET TRLE: FENCE ELEVATION AND DETALS LK iiNG POLE REVISIONS MERIOR DESIm CATCH DESIGN STUDIO DRAWN: NOS NARK CHECKED DATE: 01/23/08 SCALE AS NOTED FLE: SHEET/ Al2 30 "x 6 0" 30 "x60 +14' -4" A.F.F. - +15' -0" A.F.F. CEILING LJNE y2" MARBLE 11LE MARBLE FINISH IS TO WRAP AROUND CORNER AND DIE INTO LANDLORD'S WALL 1 "X3"MOLDING TEAK WOOD 1 TEAK WOOD Y2 MARBLE TILE SKIRTING 1 "X6" TEAK WOOD NATURAL COLOR 4=2/1 +14' -4" A.F.F. - +15' -0" A.F.F. Al2 T SLIDE UP AND LOCK TOP BORDER TEAK WOOD PAINTED GOLD STAINED GLASS WINDOW WINDOW SASHES 13¢ "X6" TEAK WOOD NATURAL COLOR 1/2 "X6" TEAK WOOD CO NATURAL COLOR SKIRTING 1 "X6" TEAK WOOD NATURAL COLOR WALL SECTION SCALE 1/2' = 1'-0• P Sk 1 NE 1 1 "X6" TEAK WOOD I RTING 6" TEAK WOOD TURAL COLOR 1'X3 "MOLDING TEAK WOOD +14' -4" A.F.F. 2 Al 2 +15' -0" A.F.F. STAINED GLASS WINDOW c BLACK GALAXY GRANITE TILE RESIN BAS RELIEF GOLD&COPPER BLONDE TEAK PANELING METAL STUD GWB RESIN BAS RELIEF GOLD&COPPER BLONDE TEAK PANELING SERVICE c STATION 1 TOP BORDER TEAK WOOD PAINTED GOLD TOP BORDER TEAK WOOD PAINTED GOLD 6 - X6 - BLACK GALAXY GRANITE TILE 6 GALAXY GRANITE TILE WALL SECTION SCALE 1/2' = 1'-0' 1�. BLONDED TEAK PANELING Y2" TEAK PANELING hfikt +13' -7" A.F.F. 1 3 Al 2 64• -0I• /r CEILING LINE Y" TEAK PANELING RESIN BAS RELIEF GOLD&CaPPER CARVED WOOD ANTIQUE GOLD ALUMINUM REVERSE PAN ----_____ CHANNEL LETTER WHITE GLOSS FINISH CUTOUT LETTERS PAINTED DARK BROWN ON GOLD SHEET BACKGROUND WITH LIGHT BEHIND CARVED WOOD SILVER BAS - RELIEF BLACK GALAXY GRANITE TILE WALL SECTION SCALE 1/2' = 1' -0• 4• -R - y2" TEAK PANELING BRASS SHEET METAL CARVED WOOD ANTIQUE GOLD SILVER BAS -REHEF THAI CULTURE BY SILVER SMITH (3 -0"x 4"XtG° :5 rc rc o�c BLACK GALAXY GRANITE TILE CLEAR WINDOW Y4" SINGLE PANE y2 WAITING AREA SCALE MAF BLE TIL= SCALE BRASS LAMINATE SHEET BLACK GALAXY GRANITE TILE MALL STOREFRONT PLAN EXTERIOR ELEVATION MALL 1/4' ` HIAUI < A 1[Ati(T I JI1tCHIIM T CLEAR WINDOW Y4" SINGLE PANE +13' -7" A.F.F. 1/4' = 1' -0' MALL CEILING LEVEL +15' A.F.F. DOOR LEVER +10 -0" A.F.F. MALL ENTRANCE COPPER 1 ORNAMENT I ND ORNAMENT DETAIL SCALE 1 BAS RELIEF ELEPHANT ORNAMENT RESIN IN GOLD it ._ 1� = THAI AS KIITCHRN SCALE 3' -6" Cu CU 1' =1' -0' Do STAINED GLASS SCALE ALUMINUM REVERSE PAN CHANNEL LETTER WHITE GLOSS FINISH HALO ILLUMINATE WITH RED LED'S PEG OFF WALL 2" CUTOUT LETTERS PAINTED DARK BROWN ON GOLD SHEET BACKGROUND WITH LIGHT BEHIND SIGNAGE DETAIL (MALL ENTRANCE) 4 ' - TEAK WOOD FIXED IN CIRCLE GOLDEN COLOR " x 1" STEEL BLACK COLOR STAINGLASS DETAIL 1' = 1' -0' 8 "X4" ELECTRICAL RACE WAY BEHIND WALL PAINT TO MATCH INTERIOR WALL COLOR CODE Comv,LifAr4. I: / 'II AP PRO `; 1% BUILD RECEIVED CITY OF TUI WILA FEB 0 8 2008 PERMIT CENTER @ ITO'Ing D E S I G N S T U D I O PLANNING AND INTERIOR DESIGN 1405 BOYLSTON AVE SEATTLE, WA 98122 TEL. 206322;4323 E-IAAL4 CATCHSTUDIOCOM WWW.CATCHSTI10I000M ENGINEER JOHN BLACKLAW 7224 JAMES RD. SW ROCPESTER WA 98579 ARCHITECT RANDALL C. FONG KITCHEN DESIGN BARGREEN EWNGSON 36271 ST AVE SOUTH SEATTLE ,WA 98134 PHONES 206.682.1472 FAX: 206.682.2367 PROJECT TITLE RAGA TH AI & ASIAN KITCHEN wwra r� l acEra� rat com. WESTFELD MALL (TUKWLA, WA) SKEET Tam MALL SDE STOREFRONT ELEVATIONS AND DEIIALS OGNAGE DEfAL (MALL ENTRANCE) REVISIONS AU6 OR DESICfk CATCH DESIGN STUDIO DRAWN NOS NARK CHECKED: DATE 01 /23/08 SCALE- AS NOTED FLB SHEEN A13 T SCALE 3/16' = 1' -a• (PANEL C-1) ,r Y E PNE S�FEIT 4' -2" IIIIIIII s X X X NORTHWEST SIDE ELEVATION S I- F U U M= "■.,_„P.....,, (PANEL A -1) (PANEL A -1) LEFT 1 -8' 7111-. JT &Mu, 4KIITCHIEN 0' - (PANEL A -4) (CURVED PANEL) In d- 6' -4' I rmwswe 6' 19' -11i' Z (PANEL A -1) 1' -8 BEAMS •r: - : ti�»r'SYr: " }f i ;li 4r" :'y • irr,. rf.r rr:,;;;;'':;ir �-Y r S:r �n;SY :`;j••: k/ U 5 ..v.'z•3.f.`:'r'fl.�:...� •Li %sk: %+.�•iY::. �:f vff'eei` rj.- — - ®i I t* Ism ®' IIIIIIIIII�I! I�IiI. DESIGNATION •D -3 STEEL DECK TYPE (GALV,) VERCO W3 FORMLOCK GAGE 20 TOTAL SLAB "t" 6' CONCRETE TOPPING 3" LT. WT. CONC. w /WWF 6X6 - W2.9Xw2.9 STEEL DECK WELDING PATTERN PERPENDICULAR TO SUPPORT PER SHEET (36" WIDE) ENDS 4-3/4" 0 PUDDLE WELDS INTERMEDIATE 4 -3/4" 0 PUDDLE WELDS PARALLEL TQ SUPPORT 3/4" w' PUDDLE WELDS @12" O.C. SIDELAP ATTACHMENT BUTTON PUNCH ®36" D.C. MAXIMUM UNSHORED SPAN SPAN TWO THREE ONE SPANS SPANS CONT. CONT. 9' =6" 11 ' =6" 11' =6" MIN 28- CONC. CONC. COMPASSIVE STRENGHT f 3000 PSI. LOCATION 2nd floor area *NO CONDUITS SHALL BE EMBED IN CONCRETE TOPPING. TYPICAL CONC. TOPPING & STEEL DECK SCHEDULE (BY MALL) MAL MALL BEAMS MALL BEAMS STRUCTURAL STEEL SQUARE TUBE 4 "X4 "Xs/i6 "(GROUP C) (PANEL C -1) ALUM.2"X2"X1/4" SCALE MALL BUILDING S2 (BACK PANEL) ALUMINUM T.O. PARAPET SQUARE TUBE FRAME WITH EL. +54.85 MOUNTED PAINTED ALUMINUM PANEL, (TOWER SILHOUETTE) FABRICATED ALUMINUM PANEL PAINTED. DIMENSIONAL. 6' DEPTH HALO ILLUMINATED WHITE NEON (RACHA LOGO) FACE -UT CHANNEL LETTERS HALO ILLUMINATED YELLOW NEON FABRICATED CURVED ALUMINUM PLATE. PAINTED. MOUNTED ON CURVED RACEWAY CERAMIC TILE 6`X6" WOOD PANEL WITH CARVED ORNAMENTS RACHA FRONT ELEVATION SCALE 3/16• = r -a' STRUCTURAL STEEL SQUARE TUBE 4 “X4 ":0/i6 "(GROUP B) (PANEL B -1) ALUM.2"X2"X1/4" MALL BEAMS SIGN AGE MALL BEAMS T.O. PARAPET EL. +78.52 T.O. PARAPET, EL. +72.85 SECOND LEVEL EL +46.85' 11 MALL BEAMS STRUCTURAL STEEL SQUARE TUBE 4"X4 "X "(GROUP A) PANEL A -1) ALUM.2"X2"X1/4" PARAPET WALL BY MALL 6 "STUDS AT 16" 0.C.(1 6G) (PANEL A -2) ALUM.2"X2"X1/4" (PANEL A -3) ALUM.2 "X2 "X1 /4" (PANEL A -4) ALUM.2 "X2 "X1 /4" SIGN AGE PLAN - SECOND FLOOR ROOF EQUIPMENT (STRUCTURAL STEEL BY MALL) 1/8' = 1'-O" M --. MA I r n► MA r r. r r r r A ALUMIMUM CORNICE BOLTED TO MALL PARAPET SEE DETAIL A11 TS6 "X8 "X %" TS4 "X4 "X3" BOOT COVER PARAPET WALL BY MALL6" STUDS AT 16" 0_C.(16g) cD TS4X4X /8 BRACES �2 Y "THK. PL W/4 -3/4 "0 30 Y2 "THK. PL. BOLTED BELOW STEEL DECK ® 5 /8 "0 HOLES DRILL THRU CONC. TOPPING AND DECK Y "PLATES 3/4" HEX BOLTS/ NUTS AND WASHERS B Y 2 " HEX BOLTS/ NUTS AND WASHERS S1 A2 9 " HEX BOLTS /NUTS AND I WASHERS 7'_5 SCALE 1' = 1' -0" 1/2" THK. PLATES T.O. PARAPET o pi k EL. +54.85' 3/4" HEX BOLTS/ NUTS AND WASHERS s S LEVEL EL. +46.85' dim CANOPY SECTION VIEW A -A U f - 9" --Li VIEW VIEW B -B DETAIL SCALE 1' = 1' -0' 7'-5” TS4 "x4 "x "VERT. COL. TS4x4x /6 STEEL SQUARE TUBE 10 "x12 "x /8" BACK PL. T&B TS6x6X5 /8 8"X12 "X /% STL. PL TS4X4X // BRACES TS6X6X /% COL. ®TS6X8X HI. 2"X2 "X1 /4" ALUMINUM STRUCTURAL SQUARE TUBE (SEE FRAMING DETAIL S3) ALUMINUM CLIPS TS6 "x6 "x5/8" COL. VERT. ABV. 12 "X104 "X /8" BEARING PL. STL. BM. SEE PLAN TS6 "x6 "X T&B TS4x4x /6 STEEL SQUARE TUBE 8"X12 "X /8 STL. PL. TS4x4x /6 STEEL SQUARE TUBE 2 "x2 "xY4" ALUMINUM SQUARE TUBE TS4 "X4 "X 6 "STUDS AT 16" O.C.(16G) BY MALL 0 U VIEW A -A TS 6 "X6 "X5/8" PARAPET WALL BY MALL 6" STUDS AT 16" O.C.(16g) 6" 117„ 2 /4 5/16" / PANEL A -1 ALUM.2 "X2 "X1 /4" ALUMINUM.2 "X2 "X1 /4" CURVED PANEL D CURVED TOP VIEW SCALE 1/2" = 5/16' STRUCTURAL STEEL SQUARE TUBE 4 "X4 "X "(GROUP A) 5" 1' -0" 5/16 "I / v 10 10" - , w /4 - 3/4 " 16" LONG HOT DIPPED GALVANIZED HEX BOLTS -°"�� A, a HOT DIPPED GALVANIZED HEX NUTS, HOT DIPPED GALVANIZED USS FLAT WAS ER CO ctoN . 10" 4,o5 4 7'_5 SCALE 1/2" = 1' -0" SIGN AGE Y2 "THK. PLATES 3FTAIL 3/4" HEX BOLTS/ NUTS AND WASHERS 9FTAIL SCALE 1" = 1' -0" Y2 "THK. PLATES SCALE 1" = 1' -0" 3/4" HEX BOLTS/ NUTS AND WASHERS CURVED FRONT VIEW SIGN AGE 0) RECEIVED CITY OF TUKWILA FED 05 K30 PERMIT CENTER I @IAIITEDU DATE D E S I G N S T U D I O PLANING 4G AND INTERIOR DESIGN 1405 BOYLSTON AVE SEATTLE, WA 98122 TEL 2063224323 E MAL I FO.CATCHSTUDIO COM WWW.CATCHSTUD O COM ENGINEER CHECKED o �O e © F W Asff\ Q PROJECT TITLE: SHEET TITLE: REVISIONS es _ ef f: ~ •eewe• : 6192 THAN SUTAN STATE OF WASHINGTON RAEFM Ti-IAI & ASIAN KITCHEN rurvl4 rai ea r WESTFELD MALL (RACWL.A, WA) STORE FRONT SECTION. DETALS MEAIOR DESIGN: CATCH DESIGN STUDIO DRAWL: NOS NAAFI 2/6/08 SCALE: AS NOTED S REGISTERED ARCHITECT (RACHA LOGO) CHANNEL LETTERS INTERNALLY ILLUMINATED WITH WHITE LEDS T.O. PARAPET EL. +54.85' SECOND LEVEL O di EL. +46.85' GROUND LEVEL EL. +28.85' 'EP 1! 'TS' 'IT A '1! '1!1 fiT11 , A !f' 9!P '1!11 l!11;(!f!11rR1T W '1!I ,1T,P,d'1'P' A 'irkl'IT 'RAY IV TP alT DR IT '7 I 3 . THAI' (L Anii=akJI l ICIRCls II I[ >'>& N ∎N :MrNA /, CERAMIC TILE 6 - X6 j x k' 6; 0 0 0 0 SID' llf Lill T r - I L VI —3" 1 T T � 4 -6" TS 6 "X8 "X /a' TS 6 'X6 "X %" r IT (PANEL B -1) fi T t -L - fi l 1!-6 "I , 4' -6" fi SI GN AGE L TTfi a =. r STRUCTURAL STEEL SQUARE TUBE 4"X4 "X6 "(GROUP B) (PANEL B -1) ALUM.2 "X2 "X1 /4" fi - T X11: -1 fi - I 4' -6" _ 1' -fi" , 4' -6" t'-r6" RESIN PANEL T 7 11! 6 CERAMIC TILE 6X6' 6 z. ■ ■ �.• � � �., r.r titiy� ■ . � \�: - ,,err �"wr�. r. -�.,• r rr�. �...e -. .k SIL �''wM,+iZ ��'��. ,o-�r .� $s�•+'rh \�`�Ae.... -'�- ��'''����'��. ` �� \�`� 4➢ ry� .`4�'� �e '� �.;ti `� kn !. �� e;r \r .• \t'•.'in. W'� �> `w: � �Ao-_�."..��C /1[a��•@S. ��`�l��ddr AC.t�l��.:��:�'�. �`¢ ��S��tl��������w+�/rww \ \•'M� \�' ,4 ���e�.� •+rl. �`{4 fF�'�';'�Qrlr'•� ■ MIIMMIIIM ISMS. r rw f> I�f> ■ _I PATIO ELEVATION SCALE 3/16' = 1' -0' 3 T 4" PLAN — SECOND FLOOR ROOF EQUIPMENT (STRUCTURAL STEEL BY MALL) SCALE 1 /8' = 1' -0' - . IC _i _ :c . - QI ` I'll ■11i IIIF Eif ■w 4wlwr�l wobid TS4X4X3 /8 Si L 1 TS4 "X4 "X /6" TS6 "X6 "X /8" TS6 "X8 „ X 3 /8” 8 "12 "X /s" STL. PL TS6 "X6 "X /8 "COL. VERT. ABV. Si 10 "X12 "X /8" BACK PL. T&B 0 0 V 0 0 I TYP 1/4" ®Y2 " THK. PL. 0 STL. BM. SEE PLAN O TS4 "X4 "X /$" ® 6 "X6 "X%" BEARING PL. AT COL. C 5/16" 5/16" 16 C DETAIL SCALE 1' = 1 SCALE 1' = 1' -0" CANOPY I SECTION SCALE 1/2" 1' -0" CANOPY SECTION SCALE /2 " =1' -0" TS6 "x6 "x5/8" COL. VERT. ABV. 12 "X104 "X BEARING PL. STL. BM. SEE PLAN TS6 "x6 "X /8" T&B TS4x4x6 STEEL SQUARE TUBE 8 "X12 "X% STL. PL. 2 " x2 "xY4" ALUMINUM SQUARE TUBE TS4 "X4 "X 6 "STUDS AT 16" O.C.(16G) BY MALL VIEW A —A TS4x4x6 STEEL SQUARE TUBE 2 "x2 "x)/4" ALUMINUM SQUARE TUBE 10 "x12 "x /s" BACK PL. T&B TS6 "x6 "X TS6 "X8 "X /s" HI. 8 "X12 "X / STL. PL s TS4X4X /8 BRACES TS6X6X /s COL. 0 U DETAIL SCALE 1" = 1' -0° )E' ALUMINUM CORNICE WELD ON TO ALUM SQUARE TUBE 0 2 "X2" ALUMINUM SQUARE TUBE Y8" ALUMINUM FACE DETAIL SCALE 1 1/2' = 1' -0' w /4— 3 " 1 6" LONG HOT DIPPED GALVANIZED HEX BOLTS HOT DIPPED GALVANIZED HEX NUTS, BY MALL DLTAIL SCALE 1" = 1' -0" 3/4" HEX BOLTS/ NUTS AND WASHERS 1/2" THK. PLATES 3/4" HEX BOLTS/ NUTS AND WASHERS APPIPDX, '1, ` A \ AP 1/2" THK. PLATES RECEIVED CITY OF TUKV■/ILA FEB 0 8 2008 PEHMIIT CENTER D E S I G N S T U D I O ANC AID INIERIOR DESIGN 1405 BOYLSTON AVE SEATTLE, WA 98122 TEL 206322.4323 E-MAL ATCHS1UDIO.COM WWW.CATCHS1UDD000M ENGINEER C. L. 469 ® .... .. s Q ,.• O¢ wq se`s m Ck y ;� A 0 • '�1 �% L I. P a a 6192 PROJECT TULE RAGIA THAI & ASIAN KITCHEN wo re.`r 3aelac(kazeom WESTFELD MALL C lA(WLA, WA) SHEET TITLE: o ''; 10 v / —11 0 , VCII NAL E1L m ° CANOPEr SECTION AND DETAILS REVISIONS INTERIOR DEM+ CATCH DESIGN STUDIO DRAWtI NOS NARK DATE FLE SHEET. THAN SUTAN STATE OF WASHINGTON 2/6/07 SCALE AS NOTED 32 REGISTERED ARCHITECT F L I1 7 L T CTION PMET. A- EEL A WITH A-1 21' -6" 0 0 STRUCTURAL STEEL SUUMRE TUBE A 5' ■ ■ ■ 3' -3" (PANEL A -2 LEFT) FACE ELEVATION TOP VIEW TOP VIEW A -2,A 3,A -4 1 1. 1 —6" 11 II II fl II II 21' -6" (PANEL 13-1) FACE ELEVATION (PANEL 6 -1) TOP VIEW 17' 7' 2 "X2 "X1 /4" ALUMINUM STRUCTURAL SQUARE TUBE 7' (PANEL A -2 LEFT) (PANEL A -2 RIGHT) 1 5' - a I 5' �I ALUMINUM CLIP. r (PANEL A -2 RIGHT) FACE ELEVATION fl (PANEL B -1) END VIEW 11 1 CCNNECIRIH PLATE • HEX BELTS MR MASHEN"' Alm HUES WELDING CONNECTION TUBULAR ALUM PANEL A -1 TO TUBULAR ALUM A -2 L 0' -10" (PANEL A - 2) END VIEW PANE? Sew STEEL S3UARE TUBE B WELDING CONNECTION STRUCTURAL STEEL B WITH TUBULAR ALUM B -1 0 L 7 °1 1 1 T� j _L 1 0 , -9" 3' - I 3' -7" 1 3' -7" :1 8' -6" 10' -9" (PANEL A -3) FACE ELEVATION (PANEL A -3) TOP VIEW WELDING CONNECTION TUBULAR ALUM PANEL A -2 TO TUBULAR ALUM A -3 2 "X2 "X1/4" ALUMINUM STRUCTURAL SQUARE TUBE (PANEL A -3) END VIEW 4' -11" 9 4' -11" (PANEL A -4) FACE ELEVATION WELDING CONNECTION TUBULAR ALUM PANEL A -3 TO TUBULAR ALUM A -4 ALUMINUM FACE (PANEL A -4) TOP VIEW 2 "X2 "X1/4" ALUMINUM STRUCTURAL SQUARE TUBE J iD 0 1` 1 0' -10" (PANEL A -4) END VIEW r 4' -4" 7 L x 4 x6" FACE ELEVATION SCALE 1/4° = 1' -0" STRUCTURAL STEEL SQUARE TUBE C 2 "x2")O(I" ALUMINUM STRUCTURAL SQUARE TUBE 3ETAIL(GROUP C) f , 3' 4' 1' 6' -2" J (PANEL C -1) FACE ELEVATION 8' (PANEL C -1) TOP VIEW N N CV E+7 N N ► WASHERS AND NUT. r viAR city Of TUK.° BUILD (PANEL C -1) END VIEW WELDING CONNECTION STRUCTURAL STEEL C WITH TUBULAR ALUM C -1 RECEIVED CITY OF TUI<IILA FBA 4 9 ?nng @PIVEIXI D E S I G N S T U D I O PLANMNG AID INTERIOR DESIGN 1405 BOYLSTON AVE SEATTLE, WA 98122 TEL 2063224323 E- MALtFOSCATgiSTUDIO.COM WWW.CATCHSTUDIOCOM ENGIEIFI ° ° Tel ma y gm p ; . ao.mm r � o e ��r a 4. �" 4 e • . 1. : r o , N /4 " STEss. d 4 - o III 0, • � a te �habsr +° PROJECT TITL RAGA THAI & ASIAN KITCHEN teopi :aeFracllar' cam WESTFELD MALL (TU!(WLA, WA) SHEET TtTLEI FRAMNG DErALS STOREFRONT CALCULAI1ON REVISIONS INTERIOR DESK + CATCH DESIGN STUDIO DRAMI NOS NARIV DATA 2/8/08 SCALE: AS NOTED RE: S3 N) TS 4 "x4 "xN6" TS 4 "x4 "x9i6" 1 L L 5 ' 10' 3' -8" 3' -8" 3' -8" 3' -8" 3' -8" 3' -8" DETAIL (GROUP A) 2 "X7 "TUBULAR ALU SCALE 1/4° 5' 20' 2 "X2 "X1/4" ALUMINUM STRUCTURAL SQUARE TUBE STRUCTURAL STEEL SQUARE TUBE (GROUP A) FACE ELEVATION SCALE 1 /4 " =1' -0" 4' -6" W 4' -6" _ _ 4' -6" 4' -6 18' STRUCTURAL STEEL SQUARE TUBE B FACE ELEVATION ( 7DETAJL(GPOUP B) SCALE 1/4° = 1' -0" 5' 22' 10' 5' (PANEL A -1) FACE ELEVATION (PANEL A -1) TOP VIEW TS 4 "x4 "x9116" rE WELDING CONNE STRUCTURAL ST TUBULAR ALUM ALUMINUM CLIP/ v (PANEL A -1) END VIEW 2 "X2 - X r ALUMINUM STRUCTURAL SQUARE TUBE CCE1NEC11c 4 PLATE• 3i' NE71 Bois wm WASHERS AND NUTS A -1, 19' PERMIT CENTER WEIGHTS OF THE ADDITIONS STEEL LBS PER LINEAR FOOT 4X4 5/16 14.83 4X4 17.27 6X6 5/8 35 ALUMINUM 2X2 1/4 1.09 ALUM SHEET LBS PER SQUARE FT 8 GAUGE .125 1.813 6 GAUGE .162 2.286 D E S I G N S T U D I O PLAMING AND INTERIOR DESK 1 405 BOYLSTON AVE SEATTLE, WA 98122 TEL 206222.4323 E-MAL CATqHSTUDIO COM WWW.CATCHSI DIO.COM BR 6192 REGISTERED ARCHITECT THAN SUTAN STATE OF WASHINGTON PROJECT TIME RAGA THAI & ASIAN KITCHEN wruiv. ae/o 7) of com .' WESTFB_D MALL CRIKWLA, WA) SHEET TILE glqganNi CALne e7pN REVISIONS MEAIOR DESIGN CATCH DESIGN STUDIO DRAWN NOS NAM CFECKED DATE 2/6/08 SCALE: AS NOTED FILE SHEET' S4 GENERAL INFORMATION The parapet is part of the mall structure. The facade will have strength independent of the existing mall parapet. The facade has 3 sides, we have labeled them group A group B. and group C. There will be a steel structure behind the existing parapet (parapet structure: 6" studs at 16" o.c.(16G)- 10'high parapet from roof top). The new welded steel structure consists of vertical steel tubes(TS6 "x6 "x5 /8" Col.), with a horizontal connecting bar(TS 6 "x8 "x3/8 ") that is directly anchored to the structural steel of the building rooftop. The diagonal braces (TS 4 "x4 "3/8 ") are welded to this steel structure and then are anchored to the cement slab of the rooftop(using 12 "x1'3/4 "x5/8" bearing Plate. See Page S1 detail 2).The new steel structure has welded horizontal beams (TS6 "x6 "x5/8 ") that extend, at the top and the bottom, through the existing parpapet and then are welded to the structure panels (TS 4 "x4 "x5/16 ") see details above. This creates a right triangle, that bypasses the parapet, and is the support for the facade. The facade: tubular aluminum panels, will be welded together, and then bolted to their respective steel structure panel. GROUP A (west side, main entrance) STRUCTURE PANEL 4 "X4" STEEL A.1 2 "X2" TUBULAR ALUM A.2 2'X2" TUBULAR ALUM A.3 2 "X2" TUBULAR ALUM A.4 2 "X2" TUBULAR ALUM CURVED PANEL A SECTION TOTAL WEIGHT GROUP A TOTAL WEIGHT LINEAR FOOT 145 569 209 176.5 91.5 114 WEIGHT 2504.15 620.21 227.81 192.285 99.735 124.26 AREA COVERED BY 8 GAUGE ALUM SHEET 235.87 173.15 197.2 65.379 64.8 WEIGHT 427.6323 313.921 357.5236 118.5321 117.4824 TOTAL WEIGHT 2504.2 1047.842 541.731 549.9086 218.2671 241.7424 2599.5 5103.6 GROUP B (SOUTH SIDE) STRUCTURE PANEL 4 "X4" STEEL 2 "X2" TUBULAR ALUM GROUP B TOTAL WEIGHT LINEAR FOOT 132 332 WEIGHT 2279.64 361.88 AREA COVERED BY 8 GAUGE ALUM SHEET 416.2 WEIGHT 754.5706 TOTAL WEIGHT 2279.64 1116.451 3396.1 GROUP C (NORTHWEST SIDE) STRUCTURE PANEL 4 "X4" STEEL 2 "X2" TUBULAR ALUM GROUP B TOTAL WEIGHT LINEAR FOOT 40 224 WEIGHT 690.8 244.16 AREA COVERED BY 8 GAUGE ALUM SHEET 149.85 WEIGHT 271.6781 TOTAL WEIGHT 690.8 515.8381 1206.6 SIGNAGE ON A SIGNAGE ON B TOTAL WEIGHT ALL ADDITIONS 500 700 10906 DESIGN LOAD DEAD LOAD LIVE LOAD SNOW LOAD WIND EARTHQUAKE DESIGN VERCO W3 2OGAGE WITH 3" LIGHT WEIGHT CONCRETE ON TOP OF THE DECK MECHANICAL LOAD PER EXISTING GENERAL NOTE BASIC WIND SPEED IMPORTANCE FACTOR EXPOSURE SEISMIC IMPORTANCE FACTOR SEISMIC USE GROUP SITE CLASSIFICATION E SPECTRAL RESPONSE COEFFICIENTS SEISMIC DESIGN CATEGORY D DESIGN WEIGHT SHEAR SEISMIC RESPONSE COEFFICIENTS SESIGN COEFFICIENTS AND FACTORS qis 5 d1 V R 00 Ca 45 150 25 85 1.15 C 1.25 I I 0.854 0.781 CsW 0.178 6 2 5 WIND LOAD CALCULATIONS Calculations for facade and signage attached to existing mall building. This submittal is limited to facade and attached signage. The facade and signage is a small addition to the existing structure. Calculations are to support the addition of the facade and signage, including added support beams and connections needed to support the additions noted. The IBC 2006 is the building code reference. The facades are divinded into 3 groups, A, B and C. Group A facades are 16 feet tall and 22 feet wide. Group B and C facades are 13 feet and 6 inches tall and 21 feet and 6 inches and 8 feet wide respectively. Therefore, the frontal areas to wind are calculated below. Frontal areas are calculated below Gr. A 16x22 =352 Gr. B 13.5x21.5 =290 Gr. C 13.5x8 =108 IBC(2006) Specified 85 MPH design wind speed and class C exposure. The facades are attached to the steel structure where connecting to the existing structure. The wind load applying to the facades shall be equal to the wind load apply to the parapet wall. Recalculation of the wind loads uses method 2 Section 6.5 from ASCE -7 -05 to specifically address parapet walls. Section 1609.1.1 of the IBC specify the use of ASCE7 section 6. Wind pressures Section 6.5.12.4.4 Parapets (design pressure for components and cladding). Using equation 6 -24 P = Qp(GCp- Gcpi), Where Qp = Velocity pressure GCp = External pressure component Gcpi = Internal pressure component Qp = 0.00256 KzKzt Kd V , Where Kd = wind directionality factor Kzt = topographic factor Kzt = Velocity pressure coefficient I = Important factored For Kd Kz Kzt V CALCULATION 2Fx 2FY 2M Qp = 17.7 # /FT2 GCp = 1.8 For wind toward surface Section 6.5.12.2.4 Gcpi = -1.1 For pressure toward surfaces Section 6.5.12.2.4 For wind toward a facade wall, P = 17.7 x (1-- ( -O.18) = 51.4 # /ft2 For Gr. A facade Wind Loads = (P)(Area) = 51.4X352 =18087 lb. Wind toward the facade For Gr. B facade Wind Loads = (P)(Area) 51.4x 290 = 14914 lb. Wind toward the facade Gr. C facade have the same structural support as Gr. B facade but less frontal area. Therefore, the use of Gr. B result will be more conservative. Use Gr. B result for the Gr. C structural support elements. 0.85 For Building C &C = 0.98 From Table 6 -3 Case I = 1 Per IBC 2006 = 1.15 building Category II = 85MPH the front parapet and signage Gr. A facade Cross section view 16I Wind Force -- -► = 0; W = R2 +R1 = 0; R4 = R6 = 0; W(8) = R5(12) R5 = 0.67 X 18087 • 12058 lb. R2 = W - R5 = 6029 lb. R6 = R5 • 12058 lb. R4 = R6 • 12058 lb. C = sgr(R5 + R6 = 17050 lb. R1 = R5 12058 lb. R6 4 12 P There are 3 bracket that support the facade; Therefore, the half of the load (assume the other supports on the ends) Therefore, each bracket will have maximum load of 8525 lb. middle bracket will see Gr. B facade 13.5 CALCULATION SUMMARY The The edge beam DL from the deck Wind Force► 2Fx 2FY The bracket support The factored vertical load The factored shear force R5 = 0.56 X 14914 - 8389 lb. R2 = W - R5 = 6525 lb. R6 = R5 - 8389 lb. R4 = R6 • 8389 lb. C = sgr(R5 + R6 = 11862 lb. R1 = R5 = 8389 lb. LL assume mechanical area wind load Seismic load R6 .4 12 = 0; W = R2 +R1 = 0; R4 = R6 - 0; W(6.75) = R5(12) = 1.6w = 13640 lb. = 1.6w = 13640 lb. There are 2 bracket that support the facade; Therefore, the middle bracket will see half of the load (assume the other supports on the ends) Therefore, each bracket will have maximum load of 5931 lb. if the support is perpendicular to the parapet The weight of the facade structure is 5103 lb. Therefore the seismic base shear from the facade to the structure is V =908 lb. based on design load Panel group A has 3 supports. Therefor, the middle support will get half of the total vertical load (assume other supports are at the end) Panel group B and C both have 2 supports at the end. Therefor each support will get half of the load The middle support of panel group A will control. Check the strength of connection. The seismic force is smaller than the wind force. Use the wind force to design the steel supporting facade structure. The facade weight is comparatively small compare to the overall building system. Therefore, the forces that will be transfer to the lateral structure can be negligible. The edge support The dead load of group A facade is 5103 lb. as stated above. The factored load is = 1.4D 3572 D factored shear force is = 1.6 W 10440 lb. TS 6x6x5/8 is used to support the facade as a column. This factored load is well within the column strength. This is supported by 4 -3/4" bolts group at the edge of the deck. This factored load is well within the bolts strength (combined tension and shear) TS 4x4x1/4 is used to support the facade as a bracket. The TS4x4x1 /4 x 17' -0" can carry up to 39900 lb. This is well within the strength of the 4x4x1/4x 17' -0" steel tube the bracket connect to the structural slab with 4 - 3/4" expansion bolts. The shear force is well within the strength of the bolt groups (80 kips). - self weigh + ceiling - 55 psf = 150 psf control • 25 psf = see above (Wind load control) There are 3 edge beam that support the facade. W21x44 is 14 ft long and has pinned supports at both ends. To be more conservative, apply a vertical factored loads at the middle span. Length = 14ft. Point load from W12x14 = 15000 lb. at middle span Point load from facade = 3570 lb. Mu = PL /4 The moment capacity of W21x44 is 200000 lb.-ft at Lu = 14' The strength of beam is adequate W27x84 is 20 ft long and has pinned supports at both ends. To be more conservative, apply a vertical factored loads at the middle span. Length = 2Oft. Point load from W16x26 = 15000 lb. at middle span Point load from facade = 7140 lb. Mu = PL /4 = 110700 Ib.ft. The moment capacity of W27x84 is 200000 lb.ft. at Lu = 20 The strength of beam is adequate W27x84 is 36 ft long and has pinned supports at both ends. To be more conservative, apply a vertical factored loads at the middle span. Length - 36ft. Lu = 12ft. Point load from facade = 35701b. at middle span additional moment is = 32131b. -ft. The capacity of W27x84 = 7300001b. -ft. at Lu = 15' The additional moment is 0.44% of the moment capacity of the beam. Therefore, The addition of facade has no effect on this beam There are 3 interior beams that support the brackets W16x26 is 10 ft long and has pinned supports at both ends. conservative, apply Length = Tributary width Factored line load Point load from facade Mu The The a vertical factored loads at the middle span. 10ft. • 7ft. - 4650 plf. • 4650 lb. at middle span - WL /8 +PL /4 = 94100 lb -ft moment capacity of W16x26 is 117000 lb-ft at Lu = 10' strength of beam is adequate To be more W12x14 is 14 ft long and has pinned supports at both ends. The beam has 9 shear studs. A vertical factored load at a quater span. Length Tributary width Factored line load Point load from facade Mu The The = 14 ft. • 7 ft. • 2324 ft. • 13640 lb. at a quater span WL /8 +PL /8 • 80800 lb -ft moment capacity of W16x26 is 100000 lb -ft partially composite action strength of beam is adequate W30x116 is 14 ft catilever from W32x169. The facade bracket support at 9 ft from support There are also the weight of the facade itself apply to this beam at the tip of cantilever. Factored load at the end = 10710 at 14' from support( 3 suppots) Factored load at the bracket = 27280 at 9' from support(2 supports) additional moment is = 395460 lb -ft The capacity of W32x169 = 2100000 lb -ft at Lu = 14' The additional moment is 18.83% of the moment capacity of the beam. Therefore, The addition of facade has no effect on this beam. 1)D CODE. compuOce APPRO RECEIVED CITY OF TUKKW/ILA FEB 0 8 2008 PERMIT CENTER APPLlCA COPY IlsA ri_Ei • h : alp r -. ' FIT [Ip]I ` i cat R.441-1A 7HA1 ASIAN KITCHEN s326sr • '3 1 .+ LEAL RHICIRS APPAREL tEVFLS pri CLERGY. 8130/4* MACY% NEST (,575) TOTAL AREA: 118,782af COMPLIANT SR 43,581sf CLAIMANT : zae Crrtrea muilr wESr Mal TOTAL AREA: 81,130ef COMPLIANT SF: 17,131ef % COURANT : %15 RADIO SHACK 67►It 6JEN.2 Mir isik21W MUZUMMII STORAGE LEGEND teW-r) INMATE OPPAREL HEM. MS RCS r .ATr IS PP 14 PP 14 PP 14 SITE PLAN N.T.S. MENU: Ginger Garden Fresh sliced ginger seared in hot oil & stir -fried with green anion, caroms, onion, shitake mushroom & baby corn 73. Chicken, Beef, Pork or Tofu $11.95 74. Prawns, Squid or Scallops $1495 Princess Snow Pea With fresh snow peas, shi akc mushrooms. bell peppers. baby corn & chili paste. 75. Chicken, Beef, Pork or Tofu $10.95 76. Prawns. Squid or Scallops $13.95 Royal Sweet & Sour Pineapple, bell peppers, tomatoes, celery. coons. cucumber & fresh now peas in a sweet & soar Santo. 77. Chicken, Beef, Pork or Tofu $10.95 78. Prawns, Squid or Scallops $13.95 Mother of Pearl Stir fry with oyster sauce. Served on a bed of lightly steamed Chinese broccoli 79. Chicken, Reef, Pork or Tofu $10.95 S0. Prawns, Squid or Scallops $13.95 Prikkning Prince Fresh green beans, Pnkklrng pane es finely sliced kaffir lime leaves 81. Chicken, Beef, Fork or Tofu $11.95 82. Prawns, Squid or Scallops $1495 Angel Eggplant Steamed eggplants with bell peppers. sliced green onions. sweet Ixcsil, yellow miry powder & cJvli paste 83. chicken. Beef. Pork or Tofu $10.95 84. Prawns, Squid or Scallops $13 95 Summer Fire Bell peppers, onion, bamboo shoots, green beans, oyster mrabrooms & red curry pte. 85. Cl icken, Beef, Pork or Tofu $10.95 86. Prawns, Squid or Scallops $13.95 - ice{! I:.' tit ?ticlyl s tJrnrlli :. ¢U h •rniird to or (diet I tmpih isiiin tr luional l lt. o okinit h ch in �,aricr _f ft :hseafo d.'; • isli, TV cal h rls, spices nil nonce.; : A. Curried Ruuerflied Prawns Grilled shell on buttcrlticd scampi prawns & young coconld meat in yellow curry coconut milk sane on a bed of minded seasonal vegetables. Served with cucumber dipping sauce. $23 50 12.P :rl lti5 Z het s i ro b h.urd :- ct.;'nrcd :' lrefnrc nr<Tbrin_ i 'racial . mrn3: •• denhe 1:1111 •drppiit Salle:3 rti. frO Cirlel: I. Spring Rolls Chopped vegetables & Mung bean ciscalcs wrapped in spring roll pastry & deep - fried Served with plum dipping sauce. $6.95 2 Racist' Soft Rolla Thai pork sausage, fried tofu, bean sprouts, cucumber, green anion & cilantro rolled in rice papa Topped with tan find sauce. $7,95 (Also available vegetarian) 3 Racha Prawn Rolls Whole prawns & taro wrapped in rice paper & deep -fried golden brown Served with plum dipping sauce. $9.95 4 Tod Mm Spicy fish cake made with red curry paste, gem beans & kaf6r lime leaves & deep fried Topped with crispy basil & served with cucumber dipping sauce. $1095 5 Calamari Lightly breaded calaman pan -fried & served with cucmnhcr, tomato & tangy spicy sauce. $9.95 6 P1a Tu+ Fresh Ala tuna scared in olive oil to medium rare & tapped with House Salsa $1595 7 Moo Yang° Marinated pork loin gelled & served with fresh cucumber & spicy -hot dipping sauce $10.50 8. Neau Yang* NY steak grilled, sliced & served with fresh cumrmnbar & spicy-hot dipping sauce. $11.95 9 Portobello Mushroom Seasoned, sliced, lightly breaded then deep -fried & saved with peanut sauce. Topped with toasted sesame seeds $9 95 la Miens Kum Roasted coconut & peanuts fresh ginger, lime & tender shallots are combined & served atop traditional Thai leaves (chi plu). Served with a sweet & tangy dipping sauce. $850 I I. Chicken m the Jungle Marinated thicken breast wrapped in Pandan leaves & deep fried Thai leaf adds aroma & flavor but is not meant to be eaten. Served with a spicy sweet dipping sauce. 59.95 B Ocean Wrap [Scary Shrimp & scallops wrapped in woulons & steamed Topped with green curry sauce $18.95 C Golden Halibut I sghtly breaded & deep fried. Served on top of a bed of sweet & sour sauce with a touch of sweetness $20.50 D. Grilled Salmon Fresh salmon grilled and topped with a sauce of fresh Thai chili pepper, garlic. lime juice & fish sauce $19.50 E Thai Catfish i.ightly breaded and fried Served on a bed of thick l'hantg curry sauce made with coconut milk & finely chopped lime leaf, $17.95 F. Golden Duck Steamed m herbs thou deep fried golden brown Sliced, de -boned & served with steamed vegetable. Topped with ginger Sallee $1850 G. Lemon Grass Chicken Boneless chicken thighs marinated in garlic, soy sauce, lemon grass & lime leaf. Pan fried & served on d,rling hot plate with steamed vegetables. $13 50 H. Pineapple Pork Ribs Lightly pan fried then slow cooked with pineapple. Served with steamed vegetables. $15.50 L BBQ Cornish lien Marinated in coconut milk, Chinese parsley root. lemon grass. Thai pepper & garlic. Served with sweet & tangy dipping sauce.$15.50 J. Royal Duck Curry Steamed in herbs then deep fried golden brown Sliced, de -boned & topped with vegetables in a red curry sauce $1&50 1C Lamb Panang. Marinated rack of lamb mntccd with fresh starred artichoke hearts, kaffir lime leaves, coconut milk & Panang curry paste $22.95 Recommended for those who like medium spicy or hotter Most items available 0 stars (mild) to4 stars (very spicy) May contain raw or undercooked animal product Such items may increase your risk of foodborne illness, especially if you have certain medical conditions 12 Golden Flower Crepe flower-shaped bowls are deep feed golden brown & filled with cooked shrimp, ground chicken, leas, corn, carrots &onion Served with cucumber sauce. $7.50 13. Mee Grob Crisp vermicelli nee noodles tossed with chicken, egg & tofu, vinegar & palm sugar then saved with sliced green onion & bean sprouts. $&50 (Also available vegetarian) 14 Thai Pate' Country - style coarse ground pale made with chid.= rice, onion & pcamt Served with crispy rice crackers $7.50 1$ Stuffed Chicken Wings De-boned chicken wing stuffed with bean thread noodles, carrot, taro, sbitakc mushrooms & celery & deep fried golden brown Served with plum sauce. $9.95 16 MixedAppetizer Plate 3 Spring Rolls, 2 Prawn Rolls, 2 Chicken Satay & 3 Golden Flower. $12.95 011r/fed & 'k t 1 e, t r a] t,rd, : .ac , ] ntl z rillyd i s l rd uci *i 17. Favorite Choice Satay Marinated in coconut milk & curry & served with cucumber vinaigrette & peanut sauce Your choice of thickest beef ships, pork or tofu $4.50 (2 skewers)/ $& 50 (4 skewers) 18 Savory lamb Satay Marinated & grilled rack of lamb, seasoned with herbs & spices Served with spring mixed salad & peanut mute. $1295 19. Favorite Seafood Satay Marinated in white wine & dill, skewered with fresh vegetables & served with lime chili pepper vinaigrette Your choice of Prawns, Scallops, or Market Fresh Fish $7.9512 skewers) I $1$ 50 (4 skewers) �7LkS -Set erIrterrnim -1iol.,.l;iiuil• :Ids le;.. lxdrin Its _alin 1INtciIi Fie. I ?care uddedi'te h to ir]1u 5l brodL • btu re. 1101 fpm tut [ b u . i lrn • Tom Yum Hot & sour soup with fresh button muhrvoms, cherry tomatoes. shallots & cilantro. 20. Chicken Breast 59.25 21. Prawns $11 25 22. Prawns, scallop, calaman & fish $13.50 CL :h}flf i ... Thefi� 4 p] c,.::t That coskirix. ir:st. s t \ d tofu-IC si uitt red Ir trim.. p I s rr] 1c 1'r ni hit l •13ter c le •rnu nil} r • stork Fresh herbs C b[is arc added f er a b.vucr .. ice. er:E texit re... Red Curry Red curry paste & coca= milk with bell peppers, bamboo shoots & fresh sweet basil Green Curry Green curry paste & coconut milk with Thai eggplant, sweet basil, peas & lychee nuts Pinang cony paste Panang Jr co coconut milk seasoned with kaffir lime loaves Massaman Curry Massarrran cunt' paste, coconut milk pota- toes, carrots, shallots, pineapple & peanut Yellow Only Yellow curry paste & coconut milk, potatoes, carrots, shallots, pineapple & peanuts Jungle bury Jungle curry paste with oysterruudi- room. bamboo shoots, bell peppers, carrots & wild ginger root (A soupier curry, made without coconut milk ) For all of the curry dishes above; 87. Chicken, Beef, Pork or Tofu $10.95 8S. Prawns or Market Fresh Fish $13.95 89. Rang Som furry Crispy trout in a hot et sour Rang -Som curry & fish puree with baby bok Choy, green beans, Napa, cauliflower & green cabbage. $13.50 (A soupier curry, made without coconut mrlk ) • P.it F DnhF�. . r t•1: l it ^: v',,m lit, . d with. eggs tr .4 • tiI hi s L tl s .L y iliac); let frir,a it •; Thai Fried Rice With Chinese broccoli, tomatoes & onion. Holy Basil Fried Rice With fresh chili pep- pers. sweet basil & oniva Chili Paste Fried Rice Thai Fried Rice with chili paste. Racha Fried Rice With pineapple, snow peas, omens, tomatoes & yellow curry. For all of the rice dishes above; 90 Chicken. Beef, Pork or Tofu $10.95 91. Prawns $13.95 Torn Ka Hot & sour soup with coconut milk, fresh oyster mishrooms, shallots & cilantro. 23. Chicken Breast $9.50 24 Prawns $11.50 25 Prawns, scallop, calamari & fish 513.95 26. Tom Jurd Chicken dumplings, crystal noodles & shredded taunt m a dear broth $9.25 SAL T.; ...iiu cl lihri : -sni,. :•.'rip ta hl%id'lri Il]r frr s eei ra. 27. Papaya Salad Green papaya, cherry tomatoes, green beam, & lime reseed with dried shrimp, chilies, peanuts & palm sugar $9.25 2R lath Gai Ground chicken breast tossed with lime chili pepper vinai• grade, sweet basil, mint & cilantro Served with tomatoes. cucumber & green cabbage wedges $9.50 29. Crying Tiger. Grilled New York steak strips tensed with lime chili pepper vinaigrette, Sweet basil. shallot, mint, green onion & cilantro Served with tomatoes, mamba & lettuce $11 25 34 Yuan C.alauntri* Poached calamari tossed with lime chili pep- per vinaigrette, Thai basil & cilantro. Served with tomatoes, cucumber & green lettuce $11.25 31 Yum Seafood Poached prawns, scallops, calamari & fresh fish, with lime chili pepper vinaigrette, sweet basil & cilantro Served with tomatoes, cucumber & lettuce. $1495 32 Yon Pla Grab De boned Rainbow Trost deep fried served on a bed of shredded lettuce & topped with onion, apple. Wit, ginger, lemon grass, lime juice, cilantro & chili pepper $1495 33. Ynm Eggplant Steamed engplam tossed with ground chicken, shrimp, shallots, dried shrimp & lime chili pepper vinaigrette. $11.25 • May contain raw or undercooked animal product Such items may increase your risk of foodharne illness, especially if you have certain medical conditions. Copyright 2004 Racha Noodles & Thai Cuisine. Paces subject o change without notice. it Tl t811 r let fresh l I o l s :Ire tiLich , liz clik • 1111 a hl tI nIid, S k 92 Spinach Fresh spinach sauteed with garlic sauce. $7.95 With Chinese black nn nos & chib paste $9.95 94 Baby Bak Choy With garlic sauce. $7.95 95 Napa Cabbage Withshitake mushrooms, garlic sauce. $6.95 96 Green Beans With chili paste & Thai basil $795 97. Snow Peas With fresh sbitake mushrooms $7.95 9& Chinesc Broccoli With oyster sauce, $6.95 99. Mixed Vegetables Oyster 'maroon's, mow peas, carrot & Chinese broccoli $895 0 J THE S1LE 104 Thai Jasmine White Rice $1.95 101. Brown Rice $1 95 102. Peanut Sauce $225 103. Sticky Rice $1.95 10l. Cucumber Sauce $1.75 Prices arc subject to change without prior notice. Copyright 2004, Racha Noodles & Thai Cuisine 05.04 Visit na online at www.rachathni corn 34. Yon Woon Sen Prawns, ground chicken, Mung bean noodles & cashews, tossed with lime chili pepper vinaigrette, cilantro, onion & mint Served with tomatoes, cucumber & lettuce. $11.25 35 ?tam Vcgios Steamed green beaus, snow peas, asparagus, cauliflower & green cabbage tossed with lime drill pepper vinaigrette Garnished with tomato wedges and ground peanuts. $995 36. Fruity lenity Yum Cinckon & mammal fruit m a dressing of coconut milk, salt, & fresh lime juice. $10. (Also available vegetarian) 37. Roche Salad Green leaf lettuce, bean sprouts, cucumber, tomato & fried tofu triangles Topped with peanut sauce. $8.95 BA FJCODI,ES' F••iiiL II' jli } etrilie Ili c j+r cox 1 lle :;'. 38. 133 Mee Duck Soup Steamed duck, noodle; baby bok Choy & shitakc mushrooms Topped with cilantro & green onion. $9.95 39. Won Ton Soup Fresh won tons stuffed with shrimp & ground chicken, noodles & baby bok Cauoy Topped with green onion. $9 95 40. Gray See Moe Chicken breast, oyster mushrooms, bamboo shoots & onions stir- fried, mixed with gravy & served over steamed egg noodles $995 Si M \1EE:I10 L)L s 11,Jund, hn em.lcelllI }. 0.11.1e..' 41. Son Moo Fish Mallet fresh fish grilled & served over noodles Topped with onion. cilantro. dill & ground peanuts $1295 42 Sou Mee Beef* New York steak mirmated m ginger soy sauce. Grilled & served over noodles Topped with cation, cilantro & dill. $12 95 43. Sen Mee Chicken Chicken breast marinated in ginger sane & lemon grass Grilled & served over noodles With onion, cilantro & dill. $10.95 44 Sea Mee Prawns Marinated prawns grilled & served over noodles Topped with omen, cilantro, dill & ground peanuts $1295 Monday thru Thursday From 4:00 p.m to 1 1:00 p.m. Friday From 4:00 p.m. to Midnight Saturday From 11:00 am. to Midnight Sunday From 11:00 am. to 11:00 p.m. 45. Sen Mae Pork Pork Loin strips marinated in fresh garlic, coarse ground black pepper, & Tai thin soy sauce than skewered, grilled & served over noodles. 'Popped with croon & o$11, $10.95 46 Son Mee Tofu Marinated tofu, grilled & seasoned with seasoning sauce. Served over noodles & topped with anion, cilantro & dill $11195 Sow flar tic nO_dle : : e. Pud See Ew Stir -fry with noodles, egg, Chinese broccoli & Thai soy sauce. 47. Chicken, Bed, Pork or Tc u $10.95 48 Prawns, Squid or Scallops $1295 Purl Ree Mau Stir -fry with noodles, egg, bell pepper, Chinese hmecoli, onions, tomatoes & sweet basil 49. thicken, Beef, Pork or Tofu $10.95 54 Prawns, Squid or Scallops $1295 Rad Na Stir -fry with Chinese broccoli & yellow bean sauce. Mixed with gravy& served over wok - fried noodles seasoned with Thai soy sauce 51 chicken, Beef, Pork or Tofu $10.95 52. Prawns, Squid or Scallops $1295 Racha Special Noodles Stir By with noodles & seasoned with Thai soy sauce. Served on it bed of sauteed spinach & topped with peanut sauce Jr toasted sesame 53. (lncken, Beef, Pork or Tofu $10 95 54. Prawns, Squid or Scallops $1295 5 hh. 4:ADLE'I7 flux :a lii PuiTI_u l II n• c no..d 3 nil!hm t n ard.r 55. Meatball Soup Meatballs, noodles & fresh bean sprouts in hoof broth Topped with seared garlic, cilantro & green orrice. $1425 56. Beef Noodle Soup Sliced hod, noodles & fresh bran sprouts in beef broth Topped with scared garlic, cilantro & green onion $10.25 57 Sen Lek Chicken Soup chicken, noodles, shitake mushroom & Buk Choy. Topped with cilantro, onion $10.25 5& Sen L.ek Pork Soup Steamed pork, noodles, fresh bean sprout & fried won tons Topped with cilantro, green onion & garlic $10 25 NOODLES & THAI CUISINE DINNER DINNER MENU HOURS Visit our website at WWW.RACHATHAI,COM TO ORDER CALL: (206) 281 -8883 2.3 MERCER STREET, SEATTLE, WA 98109t Purl Thai A delicious quick stir -fry with noodles, ground peanuts. egg, green onion, bean sprouts & tamarind sauce. Served with fresh lettuce, carrot & fresh - cut limes 59. Chicken. Beef. Pork or Tofu $10.25 60. Prawns $1295 i QG SE \017DLES \lur 156 iii roll ri - .ila r round n ti maid fr ni r ca Tun b acva r,.l Lrio. _]bn.t 1Lr J r:it,1 61. Pod Woon Sen Prawns stir -fried with noodles. egg, sk- ulks mss, Napa cabbage, tomatoes, pineapple, green onion & chopped celery Seasoned with Thai thin soy sauce. $1295 62 Seafood Noodle Soup Prawns, scallops, calamari & fish balls, Napa egg. spinach & noodles, all in a seafood broth Served with spicy suki sang $13.50 63. PudThai Woon Sen Our delicious PudThai made with Worm Son wodbm & prawns $13.50 I1''HiI51tF' -F1•11.1 S • P chi sit' fro S 7 • iso9 1 1nt } 1_r.in ', Ie red r ii,al d L +Hie l rani. •cared. :; • rlh 111 etL nt ar' cU pp d Ds cook. • anrt y nl c alts rh iprintIlri sr�snnings he en's sjScew u e S Golden Cashew Bell peppers. green onions. celery. carrot. cashew nuts & Recto Special Sauce. 64 Claieken, Boer, Pork or Tofu $10.95 65. Prawns, Squid or Scallops $13.95 Holy Basil Oyster mushrooms, bell peppers, onions, fresh minced red chilies & &asiL 66. Thai -style Ground Chicken $12.50 67. Chicken, Beef, Pork or Tofu $1095 6R Prawns, Squid or Scallops $13.95 Garlic Delight With lots of fresh garlic & a touch of ground black pepper Served on a sizzling hot plate with pickled ginger & broccoli crowns. 69. chicken, Beef, Pork or Tofu $11.95 70. Prawns. Squid or Scallops $14.95 Showering Rama Served on a bar of lighty sauteed spinach & topped with peanut sao:c. 71. Chicken. Beef, Pork or Tofu $10.95 72 Prawns, Squid or Scallops $13.95 • ,.�srnSt;?tieer;- _.o rs: • .3�!•,,,�.lr.�i..r..: sift', • VICINITY MAP LEGEND - ELEVATION 2 SHEET NUMBER DETAIL SHEET NUMBER SECTION SHEET NUMBER CEIUNG TYPE CEILING HEIGHT GENERAL INTERIOR ELEVATION DETAILS BUILDING SECTIONS REVISIONS CEIUNG NOTE ABBREVIATIONS ACT = ACOUSTICAL CEILING TILE AFF = ABOVE FINISHED FLOOR CW = COLD WATER EX = EXPLOSION PROOF FCIC = FURNISHED & INSTALLED BY CONTRACTOR F010 = FURNISHED & INSTALLED BY OWNER FOIC = FURNISHED BY OWNER INSTALLED BY CONTRACTOR FRP = FIBERGLASS REINFORCED PANEL FS = FLOOR SINK GWB = GYPSUM WALL BOARD OTES T S WALL TYPES ENLARGED PLANS /DETAILS COLUMNS OR GRID LINES TEMPERED GLASS SPANDREL GLASS HW = HOT WATER LRV = LIGHT REFLECTANCE VALUE MC = NOT IN CONTRACT RCP = REFLECTED CEILING PLAN TBD = TO BE DETERMINED TYP = TYPICAL UNO = UNLESS NOTED OTHERWISE WP = WEATHER PROOF +46" = INDICATES HEIGHT ABOVE FINISHED FLOOR OR ABOVE FINISHED GRADE TO TOP OF DEVICE. 1. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION WITH THE CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS. ALL TESTS AND INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH AND COMPLETE THE WORK SHALL BE PAID FOR BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER , INCLUDING AREA FOR WORK, MATERIALS STORAGE, ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTIONS OF MECHANICAL AND ELECTRICAL SERVICES. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY DESIGNER OF ANY DISCREPANCIES. CONTRACTOR IS NOT TO SCALE OFF DRAWINGS. 5. CONTRACTOR SHALL PROVIDE 16 GAUGE SHEET METAL BACKING IN PARTITIONS FOR ALL WALL MOUNTED FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 6. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE DESIGNER BEFORE USE. 7. EXISTING WORK DAMAGED AS A RESULT OF WORK UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO OWNER'S APPROVAL, AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT MATERIAL REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICAL, AND SHALL BE APPROVED BY THE DESIGNER AND OWNER PRIOR TO INSTALLATION. 8. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICE DISRUPTED OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE. 9. INSTALLATIONS OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS, OR FLOOR CAVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE. FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEIUNGS WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. 10. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY USTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPUANCE WITH REFERENCED STANDARDS OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARD OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT FOUR (4) COPIES OF COMPLETE BACK -UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. 11. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH LOCAL FIRE CODE. PROVIDE FOR Ail LL REQUIRED SHOP DRAWINGS AND APPROVALS. 12. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC. WHEN SHOWN ON THE ARCHITECTURAL DRAWINGS ARE FOR LOCATION INFORMATION ONLY. MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS. ALL CIRCUITING COORDINATION TO BE BY OTHERS. 13. CONTRACTOR SHALL COORDINATE WITH OWNER FOR APPROVAL OF LOCATIONS OF ALL HVAC THERMOSTATS, GRILLES, AND DIFFUSERS, FIRE AND SMOKE DETECTION DEVICES INCLUDING SPRINKLERS, FIRE EXTINGUISHERS AND HOSE CABINETS ETC. 14. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS SHALL BE APPROVED BY OWNER. 15. ALL FLOORS SHALL BE LEVEL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY CONDITIONS THAT DO NOT MEET THIS STANDARD. 16. FLOOR FINISH TRANSITIONS SHALL OCCUR UNDER DOORS, UNLESS SHOWN OR NOTED OTHERWISE. 17. DESIGNER AND /OR OWNERS SHALL NOT BE RESPONSIBLE FOR SAFETY PRECAUTIONS DURING CONSTRUCTION. 18. MECHANICAL PLUMBING & ELECTRICAL DESIGN BUILD. PROVIDE SCHEMATIC DRAWINGS TO OWNER FOR REVIEW AND WRITTEN APPROVAL PROVIDE OPERATIONAL AND MAINTENANCE MANUAL TO OWNER PRIOR TO CLOSE OUR OF JOB AND FINAL PAYMENT. 19. PUBLIC HEALTH - KING COUNTY INSPECTION REQUIRED ON COMPLETION OF WORK PRIOR TO OPENING. A PRE -aPAiii :4 WEC1 I N BY rlE COUNT;' HEALTH 24..Pt T E0 ' :"'"FOLIIRED pp �: � e Ci 'Cl�a c t+ PLAN AN .E ,... BAILABLE it" 811 LEGAL DESCRIPTIO\ ON FILE SCOPE OF WOR TENANT IMPROVEMENT: NEW RACHA THAI IN NEW BUILDING. PROJECT STATISTICS PROJECT ADDRESS: CODES USED: ZONING: TYPE OF CONSTRUCTION: TAX PARCEL NO.: PROJECT AREA: STORY: PROJECT IN PROJECT ADDRESS: OWNER: LANDLORD: ARCHTECT: ENGINEER: OPERATOR'S DESIGNER: KITCHEN DESIGNER By HEALTH DEPARTV ANTICIPATED MAXIMUM MEALS PER DAY 300 -400 FULL SERVICE RESTAURANT FOOD PREPARATION AND STYLE OF SERVICE: STEAMED, STIR - FRIED, GRILLED, BOIL. SUBJECT APPROVED ORDINANCE SEP 24 2007 Dept SEATTLE DIANE "F3115' Sg.I1L1)91) 633 SOUTHCENTER MALL TUKWILA, WA (R5) 2003 INTERNATIONAL BUILDING CODE WASHINGTON STATE ADMENDMENTS TO IBC 2003 WASHINGTON STATE COMMERCIAL FULLY SPRINKLERED 6326 S.F. 1ST FLOOR IN IC ASID FORMATION RACHA THAI & ASIAN KITCHEN 633 SOUTHCENTER MALL TUKILA, WA SPACE: R5 Co 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 JKIMMEL ®WESTFIELD.COM TEL: (310)893.4761 RANDALL C FONG TEL (206)661.6788 JOHN BLACKLAW 7224 JAMES RD.SW. ROCHESTER, WA 98579 TEL (360)943.8843 CATCH DESIGN STUDIO 1405 BOYLSTON AVE. SEATTLE, WA 98122 (206) 322 -4323 NOS NARIN BARGREEN ELUNGSON 3627 1ST AVE. SOUTH SEATTLE, WA 98134 TEL: (206)682.1472 INDEX OF DRAWI \GS Al: COVER SHEET A2: FLOOR PLAN A3: EQUIPMENT UST, ROOM FINISH SCHEDULE, DOOR SCHEDULE A4: FLOOR FINISHING PLAN A5: REFLECTED CEILING PLAN A6 PLUMB PLAN ENT \ OTES "NO CHANGES WILL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL" RECEIVED I'I..i 5 7 2E o1 ALDER SQUARE 1. THE HEALTH DISTRICT OPERATING PERMIT APPLICATION PROCESS MUST BE COMPLETED PRIOR 2. AN INDIRECT WASTE IS REQUIRED FOR THE FOOD PREPARATION SINKS, THREE - COMPARTMENT REFRIGERATION, AND ANY EQUIPMENT IN WHICH FOOD IS PLACED. 3. A HORIZONTAL SEPARATION OF AT LEAST 16 INCHES OR A VERTICAL PARTITION 16" HEIGHT 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. DO4o5i � CODE. COMPLIOICE Ap OVt C � y MR -) - City Of Toloidi TO OPENING FOR BUSINESS SINK, ICE MACHINE, WALK -IN IS REQUIRED BETWEEN THE FOOD @IA 'V EMI 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 E MAILINFO•CATCHSTUDIO.COM WWW.CATCHSTUDIO.COM ENGINEER JOHN BLACKLAW 7224 JAMES RD. SW ROCHESTER WA 98579 TEL 360.943.8843 ARCHITECT RANDALL C. FONG TEL 206.661.6788 N KITCHEN DESIGN BARGREEN ELUNGSON 36271 ST AVE. SOUTH SEATTLE ,WA 98134 PHONE: 206.682.1472 FAX 206.682.2367 PROJECT TITLE: • WESTRELD MALL (TUKWILA, WA) SHEET TITLE: COVER SHEET REVISIONS: FITERIOR DESIGN: CATCH DESIGN STUDIO DRAWN: NOS NARIN DATE: 48/07 SCALE: AS NOTED SHEER Al BE ADVISED THAT THE NEW WASHINGTON STATE FOOD CODE REQUIRES COMMERCIAL REFRIGERATION TO HOLD FOOD AT 41 DEGREES R S FAHRENHEIT OR BELOW 11! DOWN FROM 45 DEGREES) , - DRAINBOARDS, UTENSIL RACKS, OR ACCOMMODATE ALL SOILED AND CLEANED ITEMS SHALL BE PROVIDED FOR : .M',fIyL.E �.. T °a7= I:.,. E T NECESSARY UTENSIL HOLDING ...BEFORE CLEANING AND AFTER SANITIZING: TABLES LARGE ENOUGH TO .., 4�. Ka4G taP4= 44, -.1T A d- w x rn. _ ..?rnn'•nms -,r . - WAREWA "' RE'$TR & KITCHEN HAND WASH, SI SHAH BE E „• MENT DISHWASHING G .• •. EQUIPPED TO PROVIDE W ATER AT Q A TEMPERATURE COMPARTMENTS SHALL. BE LARGE .ENOUGH TO ACCOMMODATE 7° IMMERSION •. • O F THE LARGE ST - UlP Q MENT AND UTE NSILS. �.mre..,: xw' 'r. S tea• .yew OFATLEASTT O DE..,E ..E 0 GR ES FAHRENHEIT THR QUGH A MIXING VA r ,, , OR, COMBINATION FA(/CET SELF CLOSING OR METERI F SHALL, PROVIDEA F LOW OF WATER FOR - R AT LEAST 75 SECONDS. 9 6 e J ' +L^ ,C'�tl�kddkCflMIL�S ... rw ° HOT WATER. GENERATION AND : _ BE DISTRIBUTION SYSTEMS S T O MEET THE PEAK HO SUFFICIENT TO M • W �., DEMANDS THROUGHOUT THE TWATER DEMA FOOD ESTABLISHMENT. Food equipment fdr n sanitation that rs certified for sam #atron by America °•' n National Standards /n / Y . st tutu AN SI accredi ted certifi a ” c non ro r NSF ( ) am P g ( -Approved) will be deemed ) eemed to comply with the food code equipment S utensil materials, ; . m -. .,.., als, . construction and desi n. requirements. g g meats y .w , FOOD SERVICE OPERATION AREA .. .... REA FLOORS, FL OOR COVE RINGS, WALLS, WALL COVERINGS, C3S AND CEILINGS SHALL BE DESIGNED, ' CONSTRUCTED AND INSTALLED SO THEYA RE SMOOTH, OTH, DURABLE AND EASILY' CLEANABLE., -... .y, ice _. .._. ... PLUMBING SYSTEMS SHALL BE DESIGNED, CONS TRUCTED AND INSTALLED ACCORDING To LAW MeeLICABLE LOCAL $TATE AND . , ,. FEDERAL STATUES, 'G UL4TIOIV RE SAND ORDINANCES) _.. • _. .r -- LOCKERS OR OTHER SUITABLE FACILITIES SHALL BE PROVIDED DF FOR THE ORDERLY STORAGE E OF EMPLOYEES' CLOTHING AND OTHER POSSESSIONS. ESS IONS. DIRTY DISHES LANDING =FTC 2 1 •�,%% I SERVICE STATION 1 10 N ma_ i .. IIiJLL SERVICE STATION 2 RECEPTION DISPLAY CASE HOOD CLASS 1 HOOD 22' -10 2 3, -0.' . VICE STATION 3 30'x42' TYPE —K & TYP 2AIOB. C FTf DINING 2 MAIN WAITER STATION HINGED PASS THROUGH GOONTER BAN ASSFM5 W /GLASS WASHER ARDENT DER SERVICE STATION 4 WASTER & PREP. —AREA 60' YATITK TABLE CORRIDOR (EMPLOYEE ONLY 72 WORK TABLE HOT WATER HEATER COAT HANG WALL —M SHELT DINING 3 ELECTRICAL PANEL ELECTRICAL ROOM 125ENEWIEEMEMPEASSEN a. SERVICE STATION 5 TYP METAL STUD WALL DETAIL SUSFBSDED T•BAR GEEING WHERE OCCUR13. SEE REFLECTED CEUlG FLAN. TYP. INTERIOR WALL ASSDELY: 3 518' METAL STUDS a2I•'o.C.WIN 518' GYP. BD. ON BOTH SOB - TAPED, SANDED SMOOTH, PAM GRADE RUSH (TYP.) ROM TRACK TO BE ANCHORED To EXISTING CCM. SLAB W/ POYIEtDRNBl FASTENERS ATM' o.C.- ICBof88 (TYP.) 1 CWT. 20 GA. TOP TRACK PER IBC 2003 CODES SCALE: N.T.S. RUBBER r- SSZYSK LZ 4 F FS •a WALL LEGEND PROVIDE 45'DAG. BRAKING G THE TOP I AX. Er-0" MC. Mega' WET&IITCHBN AREA Y/ WADER FROOF GWB & FRP PANELS E DST'NO CONC. FLOOR SLAB NEW GWB WALL (SEE DETAIL) NEW WINDOW DIVIDER ( +46" AFF) REST ROOM EXHAUST FAN EMERGENCY AND EXIT UNIT (E =EXIT) FLOOR DRAIN FLOOR SINK (1'X1') N N FINISH F L O O R S W MALL ENTRANCE J I II FIRST FLOOR PROJECT AREA: ROOM NAME 1. DINING AREA 2. BAR 3. KITCHEN 4. SERVICE 1 5. SERVICE 2 6. SERVICE 3 7. SERVICE 4 8. SERVICE 5 9. HOSTESS STATION OCCUPANCY LOAD: FLOOR AREA TOTAL FIRST FLOOR OCCUPANT LOAD: 2,327 S.F. (NET) 498.75 S.F. 1809.25 S.F. (GROSS) 32.5 S.F. 76 S.F. 16 S.F. 90 S.F. 54 S.F. 48 S.F. II HAND SINK ism i s TOTAL SEATING-174 6,326 S.F. (APPROXIMATE) OCCUPANT LOAD FACTOR 15 NET (DINING) 15 NET (DINING) 200 GROSS (KITCHEN) 200 GROSS (KITCHEN) 200 GROSS (KITCHEN) 200 GROSS (KITCHEN) 200 GROSS (KITCHEN) 200 GROSS (KITCHEN) 200 GROSS (KITCHEN) EMPLOYEE ENTRANCE ,ear•„ iP <a ' �y:r ipd, A ERE -OPE t G . ,,.S�, b'��a�� , ���E;ECTdOtti BY THE COUNTY HEALTH D .P T EAT ' "EUIJ RED 1� , TO OPEI ' ¢ ' A¢"Pi :CANT PLAN SET 18 :g. ` I f V AILIt3LE a �. : ION SC AL E IS NO CHANGES SHALL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL SUBJECT APPROVED ORDINANCE SEP 2 4 2007 SEATTLE -KING CO Y 155 33 9 .1625 .38 .08 .45 .27 .24 DIA FLOOR PLAN 3/16" = 1' -0" OCCURANT LOAD 198.5 = 198 OCCUPANTS ASID fi r,:, ‘ CODE. CON19130): 1 \ AP P ROI VA,:: . �1 l _ L -P , W 153. 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 EMALOFO•CATCI-1TUDIO.COM WWW.CATCHSTUDIO.COM ENGINEER JOHN BLACKLAW 7224 JAMES RD. SW ROCI-ESTER WA 98579 TEL 360.943.8843 ARCHITECT RANDALL C. FONG TEL, 206.661.6788 KITCHEN DESIGN BARGREEN EWNGSON 36271 ST AVE SOUTH SEATTLE ,WA 98134 PHONE: 206.6821472 FAX: 206.682.2367 PROJECT TITLE: REFM THAI & ASIAN KITCHEN IUIUIU.. ICGciiacikII. corn WESTFIELD MALL (TUKWILA, WA) SHEET TITLE' FLOOR PLAN, OCCUPANCY LOAD REVISION lemon DEW': CATCH DESIGN STUDIO DRAWL NOS NARIN CHECKED: DATE: 9/11/07 SCALE: AS NOTED FILE: SHEET A2 # SUPPLIER QUANTITY DESCRIPTION MANUFACTURER MODEL NUMBER ELECTRICAL PLUMBING GAS NOTES ITEM NO. . OWNER OTHERS M1 SdWV dH VOLTS PHASE 'NNOO 10H i moo WASTE 'NNOO f118 1 ■■ RECEPTION GYPSUM WALLBOARD /PAINT 1 BACK BAR REFRIGERATER TRUE TBB- 24GAL -60 SERVICE BAR 7.0 NEW FRAMED GWB CEILING /PAINT 120 1 _ DCO GYPSUM WALLBOARD /PAINT ACCOUSTICAL TILE (T6) CERAMIC TILE 007 KITCHEN NEMA 5 -15P 2 ■-■ 1-3/4" SEALED SOLID CORE WOOD 1 DRAFT BEER COOLER TRUE TDD -4 MEN RESTROOM 8.5 NEW FRAMED GWB CEILING /PAINT 120 1 DCO 108 3' 1/2" WOMEN RESTROOM WATER RESISTANT GWB BEHIND PLUMBING FIXTURES &. 8' MARBLE TILES AROUND INDIRECT DRAIN, NEMA 5 -15P NEMA 5 -15P 3 o•-• 2' -6" 1 BACK BAR REFRIGERATER TRUE TBB- 24GAL -60 WATER RESISTANT GWB BEHIND PLUMBING FIXTURES &_ 8' CERAMIC TILES AROUND 7.0 (T9) TILE 120 1 DCO C 011 4 WATER RESISTANT GWB BEHIND PLUMBING FIXTURES &. 8' FRP AROUND WALLS TYP. NEW WASHABLE 2 "X4" SUSPENDED ACOUSTICAL TILE (T6) CERAMIC TILE SEALED SOLID CORE WOOD SPARE NUMBER POSTED "WOMEN" 5 SPARE NUMBER 6 ■:• BACK BAR CUSTOM 7 ■ ■ 1 BLENDER STATION GLASTENDER BSB -18 15 120 1 JBOX 1/2" 1/2" 1-1/2 INDIRECT DRAIN, NEMA 5 -15R 8 ■ ■ 1 HAND SINK UNIT GLASTENDER HSB -12 -D 1/2 "1/2" 1 -1/2' DIRECT DRAIN 9 ■ ■ 1 LIQUOR STEPS GLASTENDER LDA -18D 10 1 CUSTOM TABLE 11 SPARE NUMBER 12 ® 1 COCKTAIL STATION GLASTENDER CBA- 36LCP10 1-1/2 INDIRECT DRAIN 13 ■ ■ 1 GLASS CHILLER TRUE T -50 -GC 7.6 120 1 DCO 14 ® 1 HAND SINK UNIT GLASTENDER HSB -18 112" 1/2" 1-1/2 DIRECT DRAIN 15 ► ■ 1 DRAIN BOARD GLASTENDER DBA -36 1 -1/2° INDIRECT DRAIN 16 ® CUSTOM BAR 17 SPARE NUMBER 18 SPARE NUMBER 19 ■ ■ 1 BAR ASSEMBLY W WASHER GLASTENDER CS -84CCW 20.0 208 1 JBOX 1/2'1/T 1 -1 /2" INDIRECT DRAIN 20 ® SERVICE STATION CABINET 21 ■' ICE CREAM FREEZERS 2.5 120 1 DCO NEMA 5 -15P 22 ® 1 DROP -IN ICE BIN DELFIELD 305 1n INDIRECT DRAIN 23 ■ ■ 1 WATER FILLER T &S B -1230 1/2" 24 ■ ■ 3 HOT WATER DISPENSER BLOOMFIELD 1225 33.4 208 1 JBOX 1 /2 25 11.--.• 1 ESPRESSO MACHINE MICHAELO ESPRESSO 208 1 JBOX 1 2 "" 1" INDIRECT WASTE 26 ® 1 COFFEE BREWER BLOOMFIELD 9102A 15 120 1 DCO 1 2'� 27 ■ ■ 1 UNDERCOUNTER REFRIGERATOR TRUE TUC -48 8.6 120 1 DCO NEMA 5 -15P 28 ® WALL SHELVING 29 UNDERCOUNTER REFRIGERATOR TRUE TUC -27 8.8 120 1 DCO 30 SODA /ICE DISPENSER 31 to-. DISPLAY CASE TRUE TCGR -50 15.2 120 1 DCO NEMA 5 -20P 32 SPARE NUMBER 33 SPARE NUMBER 34 104 CABINET CUSTOM 35 ►■ 1 SODA GUN WUNDER BAR SODAGUN 36 ® 1 DROP-IN ICE & WATER UNIT DELFIELD 248 1/2" 1" INDIRECT DRAIN 37 ■ SPARE NUMBER 38 ® 4 WALL MOUNT HAND SINK /W FAUCET ADVANCE DI -1 -10 1/2" 1/2" 1 -1/2" DIRECT DRAIN 39 o.--.4 SPARE NUMBER 40 ® 3 36" GAS RANGE MONTAGUE 136 -5 3/4" 220,000 41 ► ■ 1 TABLE SPACER TRS SPACER 42 ® 1 GAS CHAR BROILER MONTAGUE UFSC -36R 3/4" 120,000 43 ® 1 FRYER PITCO SG14S 3/4" 110,000 44 P.--1 1 24" GRIDDLE 0.2 120 1 DCO 3J4'' 60,000 45 SPARE NUMBER 46 SPARE NUMBER 47 ■ 4 1 GAS STOCK POT RANGE IMPERIAL ISPA -18 -2 3/4" 180,000 48 ' ■ 1 TABLE SPACER TRS SPACER 49 ® 1 GAS PASTA COOKER ELECTROLUX 200372 7.7 208 3 JBOX 1/2" 374" 53,000 50 10.--4 1 TABLE SPACER TRS SPACER 51 SPARE NUMBER MONTAGUE 136 -5 52 SPARE NUMBER 53 SPARE NUMBER 54 ►■ 1 HOOD TRS HOOD 115 1 JBOX ELECTRICAL FOR LIGHTS 55 or 1 MUA FAN [REZNOR GAS HEATER TRS HOOD 13.4 208 3 DCO . -1X 500,000 VERIFY GAS INLET SIZE 56 « - ' 3 REFRIGERATED PREP TABLE TRUE TPP -67 8.6 120 1 DCO NEMA 5 -15P 57 ► SPARE NUMBER 58 ■■ 1 FIRE SUPPRESSION R &T FIRESUPP 59 SPARE NUMBER 60 •■ 2 REFRIGERATED PREP TABLE TRUE TPP -93 9.7 120 1 DCO NEMA 5-15P 61 ® 1 HAND SINK IRS SPACER 1 -1 DIRECT DRAIN 62 P.- -I" 1 FAUCET T &S B -0326 15.8 208 SCO 1/2 1/2 1" INDIRECT WASTE, NEMA L6 -30P 63 ® 1 ELECTRIC STEAM TABLE SUPREME SW --4E -- 208 -DR -MT 64 SPARE NUMBER 65 SPARE NUMBER 66 - ■ 1 SERVER STATION CUSTOM 67 •■ SPARE NUMBER 68 - -i SPARE NUMBER 69 ■■ 1 HAND SINK TRS SPACER T &S B -0326 1/2" 1/2 1 -112° DIRECT DRAIN 70 ® 1 FAUCET 71 ■■ 1 UNDERCOUNTER REFRIGERATOR TRUE TUC -48 8.6 120 1 DCO NEMA 5 -15P 72 1 TABLE SPACER TRS SPACER 73 SPARE NUMBER 74 ► ■ 1 GAS WOK RANGE 3/4" 137,000 75 ■ ■ 1 SPACE TABLE TRS SPACER 76 ■-1 1 GAS FRYER PITCO 1- SF-- SG14RSSTC -S 3/4" 122,000 77 ► ■ SPARE NUMBER 78 ■■ 1 GAS CONVECTION OVEN BLODGETT ZEPHAIRE G DBL 2)6.0 120 1 DCO 3/4" (2)120,000 79 ® 1 HOOD TRS HOOD 13.4 208 3 JBOX 3 4" 120,000 ELECTRICAL FOR LIGHTS 79.1 ■ 1 MUA FAN / REZNOR GAS HEATER TITS HOOD 13.4 208 3 DCO " -1/4' 500,000 VERIFY GAS INLET SIZE 80 ■■ 1 FIRE SUPPRESSION R &T FIRESUPP 81 ■■ 2 DROP -IN HAND SINK ADVANCE DI -1 -10 1 -1/2" DIRECT DRAIN 82 ►:■ 2 FAUCET T &S B -1141 112" 1/2 83 ► ■ 1 60" WORK TABLE ADVANCE MS-245 84 SPARE NUMBER 85 ■;■ 2 RICE COOKER RM- 55 -N -R 3/4" 34,600 86 ► ■ 2 RICE WARMER TOWN 56918 8.0 120 1 DCO 87 ■■ 1 TWO COMPARTMENT SINK ADVANCE 9- 2- 36 -24L 1 -1/2" INDIRECT DRAIN 88 ® 2 FAUCET T &S B -0231 1 /2" 1/2 89 ■ r 1 120" WORK TABLE ADVANCE SS -3010 90 ® 6 WALL SHELF TRS SHELF 91 ■■ 1 ONE COMPARTMENT SINK ADVANCE 9 -1 -24 1 -1/2" INDIRECT DRAIN 92 ■ 1 FAUCET T &S B -0231 1/2" 1/2" 93 1 MIXER TABLE T 94 1 20 QUART MIXER 9.4 1f2 120 1 DCO NEMA 5 -15P 95 o 'l SPARE NUMBER 96 ►■ 1 96" WORK TABLE ADVANCE SS -308 97 •`• 1 WALL MOUNT SHELF ADVANCE WS -12 -48 98 ® 1 ICE MAKER MANITOWOC SD -1692N 19.4 208 208 1 1 JBOX JBOX 1/2" 1" INDIRECT DRAIN 99 11-4 1 WALK -IN FREEZER NOR -LAKE KLF7768 -C 100 ® 1 WALK -IN COOLER NOR -LAKE KLB74814 -C 208 1 JBOX 101 Pi-4 1 GLASS DOORS NOR -LAKE DOORS 102 ® 1 60" WORK TABLE ADVANCE MS -305 103 ►■ 1 72" WORK TABLE ADVANCE MS -306 104 SPARE NUMBER 105 SPARE NUMBER 106 ■'■ 1 DISHTABLE ADVANCE DTS- U30 -96R 1/2" 1/2" 1 -1/2" INDIRECT DRAIN 107 ► -4 1 PRE -RINSE FAUCET T &S B- 0133 -B 108 ® 1 DISHWASHER AUTO CHLOR 59.4 208 3 JBOX 1/2" 2" INDIRECT WASTE 109 ► ■ 1 3 COMPARTMENT SINK 110 ■ ■ 1 DISHWASHER CLASS II HOOD 111 ► ■ 1 RICE COOKER CLASS II HOOD 112 ■■ 2 WALL - MOUNTED SHELF ADVANCE WS-15-48 113 ■► 2 WALL - MOUNTED SHELF ADVANCE WS -15 -72 114 11.--.4 SPARE NUMBER TRS HOOD 7.0 120 1 JBOX 115 SPARE NUMBER 116 ■ 1 STORAGE SHELVING METRO SHELVING 117 ® 1 EMPLOYEE LOCKERS WIN -HOLT LOCKER 118 ■ 4 1 MOP SINK ADVANCE 9- OP -20 -X 2" DIRECT DRAIN 119 ■ ■ 1 SERVICE SINK FAUCET T &S B- 0665 -BSTR 1/2" 1/2" 120 ■■ 1 MOP SINK ADVANCE 9- OP -20 -X 2" DIRECT DRAIN 121 ® 1 SERVICE SINK FAUCET T &S B- 0665 -BSTR 1/2" 1/2 122 1.--.4 6 POS 123 ® 2 HOT WATER HEATER (120G) A.OSMITH BT -100, 199K BTU # ROOM WALL CEILING FLOOR 001 DINING 1 GYPSUM WALLBOARD /PAINT NEW FRAMED GWB CEILING /PAINT (W1) HARD WOOD FLOORING 002 DINING 2 GYPSUM WALLBOARD /PAINT NEW FRAMED GWB CEILING /PAINT (W1,W2) HARD WOOD FLOORING 003 DINING 3 GYPSUM WALLBOARD /PAINT SUSPENDED ACCOUSTICAL TILE (T8) TILE W 004 DINING 4 GYPSUM WALLBOARD /PAINT NEW FRAMED GWB CEILING /PAINT (W2) HARD WOOD FLOORING 005 RECEPTION GYPSUM WALLBOARD /PAINT NEW FRAMED GWB CEILING /PAINT (T2) CERAMIC TILE 006 SERVICE BAR GYPSUM WALLBOARD /PAINT NEW FRAMED GWB CEILING /PAINT (T5,T6) CERAMIC TILE 007 OFFICE GYPSUM WALLBOARD /PAINT ACCOUSTICAL TILE (T6) CERAMIC TILE 007 KITCHEN WATER RESISTANT GWB BEHIND PLUMBING FIXTURES &. 8' FRP AROUND WALLS TYP. _SUSPENDED NEW WASHABLE 2 "X4" SUSPENDED ACOUSTICAL TILE (T6) CERAMIC TILE 1-3/4" SEALED SOLID CORE WOOD C POSTED "JANITOR" 008 MEN RESTROOM WATER RESISTANT GWB BEHIND PLUMBING FIXTURES &. 8' MARBLE TILES AROUND NEW FRAMED GWB CEILING /PAINT (T10) CERAMIC TILE C* PANIC HARD -WARES WITHOUT LOCKS OR LATCHES 108 3' 009 WOMEN RESTROOM WATER RESISTANT GWB BEHIND PLUMBING FIXTURES &. 8' MARBLE TILES AROUND NEW FRAMED GWB CEILING /PAINT (T10) CERAMIC TILE 109 2' -6" 6' -8" 1 -3/4" 010 JANITOR ROOM WATER RESISTANT GWB BEHIND PLUMBING FIXTURES &_ 8' CERAMIC TILES AROUND NEW FRAMED GWB CEILING /PAINT (T9) TILE 6' -8" 1 -3/4" SEALED SOLID CORE WOOD C 011 STORAGE WATER RESISTANT GWB BEHIND PLUMBING FIXTURES &. 8' FRP AROUND WALLS TYP. NEW WASHABLE 2 "X4" SUSPENDED ACOUSTICAL TILE (T6) CERAMIC TILE SEALED SOLID CORE WOOD C POSTED "WOMEN" DR# WIDTH HT. THK. MAT. /FIN. TYPE REMARKS 101 3' 8' 1-3/4" ALUMINUM FRAME WITH TEMP. GLASS A* 102 3' 8' 1 -3/4" ALUMINUM FRAME WITH TEMP. GLASS A* 103 3' 8' 1 -3/4" ALUMINUM FRAME WITH TEMP. GLASS A* PANIC HARD -WARES WITHOUT LOCKS OR LATCHES 104 3' -3" 10' 1 -3/4" ALUMINUM FRAME WITH TEMP. GLASS E* THE DOOR IS REQUIRED TO BE 10' H. BY MALL AUTHORITIES 105 3' 6'-8" 1 -3/4" SEALED SOLID CORE WOOD WITH T. GLASS B 106 3' 6' -8" 1-3/4" SEALED SOLID CORE WOOD C POSTED "JANITOR" 107 3' 6' -8" 1 -3/4" SEALED SOLID CORE WOOD C* PANIC HARD -WARES WITHOUT LOCKS OR LATCHES 108 3' 6' -8" 1 -3/4" ALUMINUM FRAME WITH TEMP. GLASS B POSTED "OFFICE" 109 2' -6" 6' -8" 1 -3/4" ALUMINUM FRAME WITH TEMP. GLASS D 110 3' 6' -8" 1 -3/4" SEALED SOLID CORE WOOD C POSTED "MEN" 111 3' 6' -8" 1 -3/4" SEALED SOLID CORE WOOD C POSTED "WOMEN" EQUIPVE\T LIST m BOOR SCHE3LF THIS DOOR SHALL HAVE A SIGN THAT READS "THIS DOOR TO REMAIN UNLOCKED DURING OCCUPANCY HOURS" DOOR TYPES DOOR TYPE A 7 , OV FI\SH SCHE LEVER HANDLE 12 "X34" DIAMOND PLATE I: . . . . • : ALUM. KICK DOOR TYPE B DOOR TYPE C LEVER HANDLE � ULE r 3' LEVER HANDLE 12"X34" DIAMOND PLATE ALUM. KICK PLATE DOOR TYPE D DOOR TYPE E r° 3' r I f:` 1 • 12 - X34" DIAMOND PLATE ALUM. KICK PLATE -iks ��X 17 PfLuv z= r » r� - 7. i 1 ti+,N` 9 1 1---- -1 1 r C.1 tki % @IAVIEDS D E S I G N S T U D I O PLANNING AND INTERIOR DESIGN 1405 BOYLSTON AVE SEATTLE, WA 98122 TB. 206.322.4323 EMAIL4NFO•CATCHSTUDIO.COM WWW.CATCHSTUDIO.COM ENGINEER JOHN BLACKLAW 7224 JAMES RD. SW ROOF ESTER WA 98579 TEL 360.943.8843 ARCHITECT RANDALL C. FONG TEL 206.661.6788 KITCHEN DESIC*V BARGREEN ELLINGSON 36271 ST AVE SOUTH SEATTLE ,WA 98134 206.6821472 FAX: 206.6822367 PRO■ECT TITLE: WESTFELD MALL (11ACWLA, WA) SHEET TRLE EOUPMENT UST, FINISH SCHEME INTERIOR DESIGN: CATCH DESIGN STUDIO DRAWL NOS NARIN DATE: 9/11/07 SCALE AS NOTED FILE: SHEET# A3 CODE DESCRIPTION LOCATION MANUFACTURER /MODEL NO. COLOR FINISH /SIZE T1 CERAMIC TILE FOYER IMPORT TURQUOISE 12 "X12 T2 CERAMIC TILE RECEPTION & SERVICE 2 12 "X12" T3 GRANITE WAITING AREA IMPORT AFRICAN BLACK SLAB T4 GRANITE WAITING AREA IMPORT BLUE PUPLE 18" x 18" T5 CERAMIC TILE BAR IMPORT IMPERIAL COPPER 24 "X 24" T6 CERAMIC TILE SERVICE BAR `DE MAR ORANGE 6 "X 6" 1 CERAMIC TILE WAITING AREA _ IMPORT OROSE 6 "X 6" T8 TILE DINING 3 IMPORT /AUKRA 91790 3'X1' -6" T9 TILE RESTROOM IMPORT /ANTICA NIL 32069 6 "X6" T10 TILE MEN /WOMEN RESTROOM IMPORT /MIDNIGHT KYOT092370 24 "X24" T11 GRANITE DINING 2 IMPORT AFRICAN BLACK 0 5' W1 HARD WOOD FLOORING DINING 1,2 AUSTIN SPRINGS SAPELE NATURAL THICK1 /2" (W3 1/2 ") W2 HARD WOOD FLOORING DINING 2,4 AUSTIN SPRINGS CHERRY MOCHA THICK1 /2" (W3 1/2 ") 1 r L H H IL IL J FINISH NOTES •iiiiiii � EININEMENNI ■•11•11 ••••• 1,4.x, * � ■ ■ ■� ■ ■� ■ ■ • ■!h % ■■■ ■w ■■a ■■ ■I ' � 1 ■ ■ ■ ■ ■ ■ ■ ■I %i Z : wli41. ■ ■ 1 ■■ ■11111 ►'..v..a ' ■ ■■ . 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Lc FLOOR FINISH SCHEDULE FLOOR FI \ I SH SCALE tj:o 1z/v5 1. ALL FLOOR WALL JUNCTIONS IN KITCHEN AND RESTROOMS TO HAVE A COVED BASE. G PLA\ 3/1G" = 1' -0" o CCO \\\\L C APPSCig \ VOA^ T0 @PIVIE D E S I G N S T U D I O PLANNING AND INTERIOR DESIGN 1405 BOYLSTON AVE SEATTLE, WA 98122 T6.206.3224323 E- MAILINFO•CATCHSTUDIO.COM WWW.CATCHSTUDIO.COM ENGINEER JOHN BLACKLAW 7224 JAMES RD. SW ROCi ESTER WA 98579 TEL 360.943.8843 ARCHITECT RANDALL C. FONG TE- 206.661.6788 KITCHEN DESIGN BARGREEN ELLINGSON 36271 ST AVE SOUTH SEATTLE ,WA 98134 PHONE: 206.6821472 FAX: 206.6822367 PROECT TITLE: RAEEM THAI & ASIAN KITCHEN aitijui.?6 pr Co>w WESTFELD MALL (TUKWILA, WA) SHEET TITLE= FLOORING PLAN REvISIon& INTERIOR DESIGN: CATCH DESIGN STUDIO DRAWL NOS NARIN DATE: FILE: 9/11/07 SCALE AS NOTED SHEETt A4 SYMBOL NO FIXTURE QTY. QTY. MANUFACTURE N WATTS LAMP SUPPLIER 0 P1 PENDANT L GHT 27 KISCHLER 40 INCANDESCENT RETURN AIR E l WI WALL SCONCE 17 HUBBERTFORGE 25 INCANDESCENT • EP1 EXTERIOR POLE LIGHT 8 KISCHLER 60 HALOGEN Fl FLUORESCENT FIXTURE (KITCHEN) 16 AMERICAN FLUORESCENT 32X2 2 PIN FLUORESCENT 0 •' ( C2 CEILING MOUNT CHANDELIER 4 KISCHLER 40X4 INCANDESCENT • © El EMERGENCY LIGHTING 5 BEST LIGHTING 5 F3 BATHROOM LIGHTING FAN/LIGHT COMBO 2 NUTONE 75 INCANDESCENT W1 WALL MT LIGHT(KITCHEN) 2 60 HALOGEN l TEl TRACK FIXTURE ■ k :l TF2 TRACK FIXTURE 4 'T1 Ti TRACK IJGHT(8'bTCHEN) 7 CAL LIGHTING 2400W HALOGEN r T2 T2 TRACK LIGHT 6' 3 CAL LIGHTING 2400W HALOGEN +A R1 RED INCANDE SCENT UQIT 58 HALO 40W INCANDESCENT t B R2 RECESSED INCANDE SCENT UGHT 2 HALO 60W INCANDESCENT +C R3 RECESSED INCANDE SCENT LIGHT 34 HALO 25W INCANDESCENT symbol description symbol description 7 SINGLE POLE SWITCH ®SC SIGN p1J Fr VE U NG FOR CONNE BY CL T ENANT. R ID DIMMER SWITCH EXHAUST VENT 0 CEILING MOUNT SPEAKEIZ F/ MUZAK SYS. RETURN AIR 0. (a JUNCTION BOX AIR DIFFUSER ® LIGHTING FIXTURE SCHEDULE oik NEW WOOD COUNG PANEL HT: 12' A.F.F. 22' --10' EXHAUST HOOD BY OTHER CLASS I HOOD 24' -O" EXHAUST HOOD BY OTHER CLASS I HOOD I II II at a ]TF1 LI ..I LI LI TF2 LI IS TF2 o � = NEW WASHABLE HT: 10' SUSPENDED SRC IRE CEIUN .r / r 0.f // f / 2 T /gUV5Z1Z.WE , l- , . 1 1 • , I o I II I I II I I H I I I II 1 I II I I II I c CEILING PLAN SYMBOLS L H J L I H JL PARMIELTO WW RIMER TEE. 12 OA. WFE TYP. Rom 1. INSTALL SYSTEM IN ACCORIUNCE NU UOC SID. 251 t WRY COMMON SIRIIfs?OJACB(YTO LATERAL BRACNMP06IIS S SUPPLY AMMON& 12 GA WIRES FOR OGIR MURES Reffec B R OF GRID SUBPBi8ION $YSIB I. N VRiFrRaOTOSMUCTABOVE1r -0`OC EA. WAY. START erg 11Ax FRi011 EDGE OF CEILING AROUND F13i 7138- ERRUM: PROVIDE 1/1" SPACE @OPP. ACOUS.7S,EMU-AEU AMON WIRERS QPEASEIEA&TWOAML VOW) OILY. DROP CEILING DETAIL 1 J U) z / / / SCALE REFLECTED CELL \G PLA\ 3/16" = Dru-q01 CODE C0140.3. OPROV CAV 01'000,7 130-51AG 91\10.1-) D E S I G N S T U D I O PLANNING AND INTERIOR DESICEV 1405 BOYLSTON AVE. SEATTLE, WA 98122 TEL 206.3224323 E- MAIL4NFO•CATCHSTUDIO.COM WWW.CATCHSTUDIO.COM ENGINEER JOHN BLACKLAW 7224 JAMES RD. SW ROCEESTER WA 98579 TEL 360.943.8843 ARCHITECT RANDALL C. FONG TEL 206.66t6788 KITCHEN DESIGN BARGREEN ELL INGSON 36271 ST AVE. SOtTFH SEATTLE ,WA 98134 Phi 206.6821472 FAX 206.682.2367 PROJECT TITLE RAGA THAI & ASIAN K ITC} [:N v %ac/F ar.'com WESTFIELD MALL (rUKWILA, WA) SHEET TITLE= REFLECTED CEILING PLAN REVISIONS INTERIOR DESIGN: CATCH DESIGN STUDIO DRAWN NOS NARIN CI-ECKED DATE 9/8/07 SCALE; AS NOTED FILE: SHEETt A5 PLUMBING FIXTURE SCHEDULE MARK ITEM MFR /MODEL DESCRIPTION COLD WATER (IN) HOT WATER (IN) WASTE (IN) VENT (IN) P -1 WATER CLOSET FLUSH VALVE AMERICAN STANDARD AFWALL 2257.103 SLOAN ROYAL 111 ES -S WALL HUNG, VITREOUS CHINA, EL ON BOWL, 1-1 /7 TOP SPUD, SIPHON JET WATER SAVER FLUSH VALVE, CHROME PLATED, SCREWDRIVER STOP, INTERGRAL VACUUM BREAKER, VANDAL RESISTANT, 1.6 GPF. 1 - 4 2 P-2 WATER CLOSET SAME AS P -1 SAME AS P -1. EXCEPT MOUNTED AT HANDICAPPED HEIGHT 1 - 4 2 P- 3 URINAL FLUSH VALVE KOHLER DEXTER K-5016 -ER SLOAN 8186 -1.0 WALL HUNG, VITREOUS CHINA, SIPH JET ACTION, WHITE, 1.0 GPF EXPOSED, BATTERY POWERED SENSOR OPERATED, CHROME PLATED, INTERGRAL VACUUM BREAKER, 111 GPF. 3/4 - 2 2 P- 4 LAVATORY DRAIN FAUCET KOHLER SAMBA K 2605 -M KOHLER K-7715 KOHLER K-10952-4 SELF RIMMING, 20 GAUGE STAINLESS STEEL MIRROR FINISH WITH UNDERCOAT NON - REMOVABLE GRID STRAINER, CHROME TAILPIECE THREE HOLE, DC ELECTRONIC POLISHED CHROME, 0.5 GPM. NOTE 2 1/2 1/2 2 2 D -1 FLOOR DRAIN J.R. SMITH 2005Y DUCO CAST IRON BODY WITH FLASH COLLAR AND ROUND TOP ANTI -FLOOD RIM, FLUSH WITH FLOOR. 7 DIA. STRAINER WITH TRAP PRIMER - - 2 2 D - 2 FLOOR SINK (KITCHEN) J.R. SMITH 3141Y-12 CAST IRON FLANGED RECTOR WITH ACID RESISTANT COATED INTERIOR. SEDIMENT BUCKET. 6' DEEP. FLASHING CLAMP AND NICKEL BRONZE RIM AND 1/2 GRATE - - 2 (NOTE (1) 1-1/2 D - 3 TERRACE DRAIN ZURN A415B DURA COATED CAST IRON BODY WITH FLASHING COLLAR, ROUND NICKEL BRONZE STRAINER HEAD, ADJUSTABLE - - 3 TRAP PRIMER VALVE PPP P -1-500 MACHINED BRASS WITH DITRIBUTION UNIT 1/2 WATER HAMMER ARRESTOR PPP SC XXX SIZE PER MANUFACTURER'S RECOMMENDATION PLUMB NG FIXTURE SCHEDULE NOTES: 1) UNLESS OTHERWISE NOTED 2) PROVIDE MIXING VALVES TO LIMIT MAXIMUM HOT WATER TEMPERATURE OF 110 -DEGREE F TO LAVATORIES 40 40 42 44 43 47 49 40 RANGE RANGE BROILER GRIDDLE FRYER STOCK POT PASTA RANGE 220 MBH 220 MBH 120 MBH 60 MBH 110 MBH 180 MBH 53 MBH 220 MBH 74 85 85 76 (2) 78 WOK RICE RICE FRYER OVEN 137 MBH 34.6 34.6 122 MBH 240 MBH NTS 3' / 2. 11/4 NOTE B &9 MO O s w �wr DIRTY *1ES LANDING ROUTE HOT & COLD WATER UNDER COUNTER TO FIXTURE GUPTOMAU ON ROOF NOTE 8 & 9 PROVIDE AIR AOMITAMCE VALUE UNDER COUNTER ELECTIE STEAM TABLE ®FD (0 -1) i GAS CONVECTION OVEN 120' wow 2" V ON (MP) 2' VON (E)3' v 2' VOH (E) 3" COLD WATER SUPPLY 1 1/2' (E) P.D.0 FD a (D-1) (P -1 ELECTRICAL ROOM (P--1) (D-1) @FD (P -4) NOTE 9 3' GAS 1 SOLUTION VALVE ® 5' A.F.F. MM 55 500 MBH 1 1 1/4' GAS PIP 1 1/4' MAU 79.1 500 MBH MAXIMUM 100 ROWS III G r L J 2 ' 1 1/2' 3/4' _ 1' 1 1/4" HS ER DIAGRA H H H L. V 2' 2 "VON HAND J / 1 1/2' 1/2" 1/2" r.-11 II- 123 WH 199 MBH • ENTRY �'CEJ GAS SERVICE � f.o.0 3,000MBI ,.3. ISOLATION VALUE IN UTILITY CORRIDOR MAIN FLOOR 1/2' £71 `FCO 1 /2'11W & CWDN TO UNDER COUNTER 2'V ON (2 1w) NOTES 8&9 2"V ON ( 1 w) B,R NTS 2 "VON HAND SINK N 2'V DN 2 Tr) mem DISHWASHER M® 2'VDN ROUDE 3 WATER HAMMER ARRESTOR /2" KW & CW DN TO BELOW COUNTER TO 1/2" CW TO ®®&® NOTE 8 1 /2'"�HW ON ED PIPE SUPPORT DETAIL 3/4" AW&CW MP SRC NTS GAS WATER eFD (0-3) 0 CEJ 3' G POC 41 NOTE 8 PL SCALE , u 1 6" DIRT LEG 811 EATER D V A GAS TRAIN (1W) II BI \G PLA\ THERMOSTAT AQUASTAT 3/16" = 1' -0" CLASS "B" VENT (TYPO / BALL RELIEF VALVE / T&P RELIEF VALVE r / RELIEF PIPE -FULL SIZE TO MOP SINK (TYP) DRAIN PAD INSUL PAD e TAI L NOTE 8 & 9 140 PLUMBING NOTES 1. PLUMBING PLAN SHOWS ROUGH-IN AND CONNECTION LOCATIONS WITH DIMENSIONS AND CAPACITIES. PWMBING CONTRACTOR RESPONISBLE 2. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY VALVES, TRAPS, TAIL PIECES. UNE STRAINERS. PRESSURE REDUCING VALVES AND VACUUM BREAKERS AND CONNECT ALL WATER. AND WASTE LINES TO FOOD SERVICE AND BEVERAGE EQUIPMENT. 3. PLUMBING CONTRACTOR SHALL INSTALL AND CONNECT ALL FAUCETS FURNISHED WITH FOOD SERVICE AND BEVERAGE EQUIPMENT. 4. PLUMBING CONRACTOR SHALL FURNISH AND INSTALL ALL INDIRECT WASTE LINES FROM FOOD SERVICE AND BEVERAGE EQUIPMENT TO FLOOR DRAINS AND SINKS AND INSULATE WASTE UNES FROM ICE BINS, EVAPORATORS AND BAIN MARIES. 5. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ADA BATHROOM COMPLIANCE AND WITH LOCAL CODE REQUIRMENTS, IF NEEDED 6. SEE KITCHEN EQUIPMENT LIST FOR CONNECTION SIZES 7. SEE PWMBING FIXTURE SCHEDULE FOR CONNECTION SIZES a PROVIDE FILTER OR WATER SERVICE TO THIS FIXTURE 9. PROVIDE TEMPERING VALVE AT EACH SINK SET @110`P FS REVIEWED FOR CODE COMPLIANCE APPROV L° MAR ._ `5 200f5 City Of Tukwiiz PLUMBING SYMBOLS HW -HOT WATER, OR CW -COLD WATER WASTE, DIRECT-CONNECTED UNLESS NOTED °OPEN HUB° FLOOR SINK. W/ 1/2 GRATE FLUSH W/ FINISHED FLOOR 4 ® FLOOR DRAIN El FLOOR CLEANOUT �J WALL CLEANOUT G GAS COLD WATER HOT WATER (TEMP) H W HOT WATER RECIRC VENT BALANCE VALVE (SET AT 19 AM TYP) CHECK VALUE BALI. VALUE INDIRECT WASTE THERMOMETER /a\4GC;1 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 E— MAL.IFO•CATCHSTUDIO.COM WYVW.CATCHSTUDIO.COM ENGINEER JOHN BLACKLAW 7224 JAMES RD. SW ROCHESTER WA 98579 TEL 360.943.8843 ARCHITECT RANDALL C. FONG TEL, 206.661.6788 KITCHEN DESIGN BARGREEN ELUNGSON 36271ST AVE SOUTH SEATTLE ,WA 98134 PHOW 206.6821472 FAX: 206.6822367 PROJECT TITLE RAGA THAI & ASIAN EC ITCH E:N eveed' oCIF ) ar CDm WESTRELD MALL CPJKWLA, WA) SHEET TITLE: PLUMBING PLAN INTERIOR DESIGN: CATCH DESIGN STUDIO DRAWN: NOS NARK CHECKED: DATE 9/8/07 SCALE AS NOTED ALE: SHEEN A6