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Permit D07-317 - WESTFIELD SOUTHCENTER MALL - DUKE'S CHOWDER HOUSE - TENANT IMPROVEMENT
DUKE'S CHOWDERHOUSE 757 SOUTHCENTER MALL D07 -317 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 -317 Occupant /Tenant: DUKE'S CHOWDER HOUSE Building Address: 757 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: 235 DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Cityif Tukwila Parcel No.: 6364200010 Address: 757 SOUTHCENTER MALL TUICW Suite No: Tenant: Name: DUKE'S CHOWDER HOUSE Address: 757 SOUTHCENTER MALL , TUKWILA WA 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 Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Phone: Contact Person: Name: SERGIO CHIN -LEY Address: 1516 MELROSE AV, #200 , SEATTLE WA 98122 Phone: 206 -938 -1501 Contractor: Name: DUREN HEWITT LLC Address: 1045 12TH AVENUE NW F -5 , ISSAQUAH, WA 98027 Phone: Contractor License No: DURENHL016CC DESCRIPTION OF WORK: TENANT IMPROVEMENT - NEW RESTAURANT 6510 SQ FT doc: IBC -10/06 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 - 317 Issue Date: 02/15/2008 Permit Expires On: 08/13/2008 Expiration Date: 04/12/2008 Value of Construction: $850,000.00 Fees Collected: $10,019.14 Type of Fire Protection: International Building Code Edition: 2006 Type of Construction: II-B Occupancy per IBC: 0004 D07 -317 Printed: 02 -15 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Water Main Extension: Water Meter: N Permit Center .Authorized Signature: doc: IBC -10/06 City 6.. 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 Private: Public: Permit Number: D07 -317 Issue Date: 02/15/2008 Permit Expires On: 08/13/2008 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 lime: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Date: I S - 0 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governin• this work will be complied with, whether specified herein or not. The grantin• -; this pe 't does n• p esume to give authority to violate or cancel the provisions of any other state or local laws regulating construction o . • e p =� o - ce w • rk. I am authorized to sign and obtain this development pe t. Signature: Date: Print Name: \ A Og E 41 0 5G i / 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. D07 - 317 Printed: 02 -15 -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 757 SOUTHCENTER MALL TUKW DUKE'S CHOWDER HOUSE 1: ***BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -317 ISSUED 08/23/2007 02/15/2008 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: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: 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 m 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. 8: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 9: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King County Department of Public Health, (206/296- 4928), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 10: 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. 11: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 12: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 13: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building D07 -317 Printed: 02 -15 -2008 inspector. 19: ** *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 14: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof'Iukwila Permit Center. 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431- 3670). 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. 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 22: Portable fire extinguishers 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) 23: 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 nun) 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) 24: 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) 25: 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) 26: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4 -4) D07 -317 Printed: 02 -15 -2008 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 27: 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) 28: 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) 29: 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) 30: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 31: 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 m 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) 32: 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 nun) 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) 33: 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) 34: 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) 35: 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) 36: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2050) 37: U.L. central station supervision is required. (City Ordinance #2050) 38: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 39: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating D07 -317 Printed: 02 -15 -2008 and/or adding sprinkler heads. (IFC 901.4) 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 40: 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) 41: An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 42: 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) 43: 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) 44: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 45: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 46: A Type 1 hood shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for commercial purposes that produce grease vapors. Each required commercial kitchen exhaust hood and duct system required by section 610 of the International Fire Code to have a Type 1 hood shall be protected with an approved automatic fire - extinguishing system installed in accordance with this code. (IFC 610.2, IFC 904.2.1 and IFC 904.11) Automatic fire- extinguishing systems shall comply with UL 300 or other equivalent standards and shall be installed in accordance with the requirements of the listing. (NFPA 96, 10.2.3) 47: All new automatic fire- extinguishing systems and all modifications to existing automatic fire- extinguishing systems shall have fire department review and approval of drawings prior to installation or modification. 48: 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. 49: 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) 50: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 51: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 52: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 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. doc: Cond -10/06 D07 -317 Printed: 02 -15 -2008 55: ** *PLANNING DEPARTMENT CONDITIONS * ** 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 56: Storefront metal, tile and stucco systems shall be colored to match as discussed and per samples. doc: Cond -10/06 * *continued on next page ** D07 -317 Printed: 02 -15 -2008 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 • the perfo ; ce of wo 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.tulcwila.wa.us Signature: r / Print Name: Tb V l$ 4i 0 S G Date: 007 -317 Printed: 02 -15 -2008 Site Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: //www.ci.tukwila.wa. us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION 6 3 514-ttt c,4t1-4/ f A Tenant Name: PL4 GftoW►71H-° 14 SE Property Owners Name: WESTGll Mailing Address: // O / w/LSk /2c t3t_vO• tL- CONTACT PERSON - who do we contact when your permit is ready to be issued Name: S E i 1 G [v CH IN- 1-6 Mailing Address: I S 1( M E 1 - "S E /kl. & 7-tt E -Mail Address: SER 6 10 ' C--/f / N LE y 1L E C7j , con, City Building Permit No. t 07- cg 1 7 Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. 1761 -10J (For office use only) King Co Assessor's Tax No.: G 3 7 9 2 0— O 240 Suite Number: Floor: New Tenant: ar Yes ❑ .. No Los 4 C ee Gi0 State Day Telephone: .7 -1)b 4 $ - l 5 o 1 9D02-5= 17V Zip C 2 17n.E `(d l 2 Z City State Zip Fax Number: '7.0 6 9> > 3 y Y 9 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: Company Name: Mailing Address: Ni 0 1 tick l.i r e- 16T S SZ2 /A E -Mail Address: OR 8 5f , E7 City Contact Person: Day Telephone: E -Mail Address: Fax Number: Q:\Applications\Fonns- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Roo3t -v t'( ureYv1 N� State Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record rs7 SEA v-�9 City c N S 1-RK- Lik*tv, Da n 2 3 -1;11 Contact Person: y Telep one: Fax Number: S 3 - b 55 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: Zip State c' , o S Zip Page 1 of 6 BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ gs01 Ca O Existing Building Valuation: $ Scope of Work (please provide detailed information): 7E /7 / - N e'-ti r 2 r TIlvd-- ' 7. 13 ASE 3 u 1 c.0/ Asa aim (SEk 62.dv1OED' P y La.t I Gave( ()ow Se-'G4"'L pin 7 Will there be new rack storage? ❑ Yes Q:\Applications\Forms- Applications On Line\ -2006 - Permit Application.doc Revised: 9 -2006 bh 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: 67Y Wu.) Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ 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. Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1"Floor 6S /O // -e A- 2- 2" 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): $ gs01 Ca O Existing Building Valuation: $ Scope of Work (please provide detailed information): 7E /7 / - N e'-ti r 2 r TIlvd-- ' 7. 13 ASE 3 u 1 c.0/ Asa aim (SEk 62.dv1OED' P y La.t I Gave( ()ow Se-'G4"'L pin 7 Will there be new rack storage? ❑ Yes Q:\Applications\Forms- Applications On Line\ -2006 - Permit Application.doc Revised: 9 -2006 bh 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: 67Y Wu.) Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ 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. Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR A IORIZED AGENT: Signature: Print Name: Mailing Address: Date Application Expires: 0 — 19 0 Date Application Accepted: C'672-670 G{/ fi/' - 1.tri /Sly maLasf istz/‘- If 8 -.)-3 -o7 Q:\Applications\Fonns- Applications On Line'3 -2006 - Permit Applicetion.doc Revised: 9 -2006 bh Day Telephone: sr City Date: Mf /7 219,6' 7. /re)/ State Zip Staff Initials: t , Q Page 6 of 6 Parcel No.: Address: Suite No: Applicant: Receipt No.: R08 -02172 Initials: WER User ID: 1655 Payee: 6364200010 757 SOUTHCENTER MALL TUKW DUKE'S CHOWDER HOUSE DUREN & ASSOCIATES TRANSACTION LIST: Type Method Descriptio Payment Check 7369 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us ACCOUNT ITEM LIST: Description Account Code PLAN CHECK - NONRES 000/345.830 RECEIPT Amount 58.00 Current Pmts 58.00 Total: $58.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $58.00 D07 -317 ISSUED 08/23/2007 02/15/2008 Payment Date: 06/18/2008 01:05 PM Balance: $0.00 3777 06/18 9711 TOTAL 58.40 doc: Receipt -06 Printed: 06-18 -2008 Receipt No.: R08 -00451 ACCOUNT ITEM LIST: Description rinrr RAraint -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 RECEIPT Parcel No.: 6364200010 Permit Number: D07 -317 Address: 757 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 08/23/2007 Applicant: DUKE'S CHOWDER HOUSE Issue Date: Payment Amount: $6,073.98 Initials: LAW Payment Date: 02/15/2008 03:05 PM User ID: 1632 Balance: $0.00 Payee: DUKE'S SOUTHCENTER CHOWDER HOUSE LLC TRANSACTION LIST: Type Method Description Amount Payment Check 5006 6,073.98 BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 Account Code Current Pmts 6,069.48 4.50 Total: $6,073.98 8795 02/19 9710 TOTAL 6073.98 Printari• 02- 15 -20ns Receipt No.: R07 -01791 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 -317 Address: 633 SOUTHCENTER MALL TUICW Status: PENDING Suite No: Applied Date: 08/23/2007 Applicant: DUKE'S CHOWDERHOUSE Issue Date: Initials: WER Payment Date: 08/23/2007 03:52 PM User ID: 1655 Balance: $6,073.98 Payee: DUKE'S KENT STATION CHOWDERHOUSE TRANSACTION LIST: Type Method Description Amount Payment Check 51115 3,945.16 Account Code Current Pmts 000/345.830 3,945.16 Total: $3,945.16 Payment Amount: $3,945.16 2031 08/24 710 TOTAL 3945..16 doc: Receiot -06 Printed: 08 -23 -2007 Project: grj -h avow- 14 oi. S G Type of Inspection: N.,. si 4 Address: 7 57 11f ( Date Called: Special Instructions: Date Wanted: 7-71 (1 . p.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: tO((( ( rw"S f4.(, Co w• k f Nti (Inspector:' INSPECTION RECORD Retain a copy with permit j am `? 3/7 PERMIT NO. r ate: 2;23, / EJ $60.00 REINPCTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Projp,r-t ULk ILA d h 6-Je,/ Type of Inspection: - i'i NA t- tAgq.Vm\jG -C -t l Address: " 757 »I el Date Called: Special Instructions: Date Wanted: 7 2 1-0P Requester: Phone No: I-12_5-31g --LI7& b0-7-3 17 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)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 'Inspector: IDate: 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: Type of Inspection: r.,hn. / r1Lt: v - o—en Rfs },02,ti S / To 4r411 F4e:.9 OPos, po op PIACc. F :11 - C ,_ s',5i, f 1. 4rc r,t 4.rX7� iS, 5 /rrj T,,5141 is (4- 1; .,/ gib-- lei',(„. & V4' 6 (tL&t On.:h to rtQ:/ S, - Requester: _, fit( °thee 1. r. . 'F f )10.4 z a« t-, FHdk Ghd g Project: ?.-k,� (to b•- 0 fic 4L - Type of Inspection: r.,hn. Address: 7 s7 x7411 Date Called: Special Instructions: Date Wanted: 7 22'ok a.m. p.m. Requester: Phone No: 1 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - Approved per applicable codes. © Corrections required prior to approval. Date: ❑ $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: Pro ■ i YV 5 Type of Inspection: , .: 1 .1.40.7 r Address: 7 5 - 7 Date Called: Special Instructions: Date Wanted: ! </ 'Y a.m. Requester: w,fF6 - Q Phone No: y Z s 7P y7. / PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PO- 3 Corrections required prior to approval. COMMENTS: 64 ok -t° 51ck /stet= oily (2e.).441 1,oc/; ohtt aS d.Fw.f Qj' TFp 'Inspector: `— 'Date: 2 / ?-, o b i 0 REI PECTION El $60.0 FEE REQUIRED. Prior to inspection, fee must be paid a t 6 S outhcen ter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: !Date: Project: i Type of Inspection: Address: 75 4&-/ Date Called: Special Instructions: Date Wanted: a Requester: Phone No: (Inspector: a n INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 t rn A pproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 6_6 tree. e_o p 1Date: / /s EINSPECTION FEE REQUIRED. Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project-. x S t_ h r TYP ? / sPe Address: 7 ///4 `/ / Date Called: Special Instructions: Date Wanted: - 7 — //- 0C Camp Requester: Phone No ffie 92-5: _P -4 "• / Approved per applicable codes. 'Inspector: 1 INSPECTION RECORD Retain a copy with permit , INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ` (2-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: r_ Twa aelfGcet,f/ ,Iusf h�� /1414 Date: //4 p El $60. EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: " �► � "mss s��€ _. �� � �s..y � £ z: Project: � Peres 0421 -d[/ if, ,-s-t Type of Inspection: r Address: 75Y HA// Date Called: Special Instructions: Date Wanted: Re q uester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 107 )(? PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: rr4" r 14 W7 r.,,, y dt lc ti rd 0 1/1/f L or: 'Date: .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. l Re No.: (Date: ll ' t��o Project: * Type P'k�5 c4 �.#lr: � of Inspection: = 6 z.,'tip Address: 75 f111 Date Called: Special Instructions: Date Wanted: cri ? - 3 -erg' p.m. Requester: Phone No: 7 SW W ?t h a. O?- 317 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. El Corrections required prior to approval. COMMENTS: \S.IAL\co% I lnspector:N 'Date' 0 0 $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: 1)2%ef5 Cb/ew4fe Type of Inspection: ...t - s 4 Address: 757 m47/ Date Called: Special Instructions: Date Wanted: 5 m. Requester: Phon No: 412 S - SSO — 72 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT CITY OF TUKWILA BUILDING DIVISION �. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. Ij Corrections required prior to approval. COMMENTS: [) 4 D - 9 . .kpf l /21/54 -- savMsic Inspect (Receipt No.: Date: I Date: .00 REINSPECTION EE REQUI /ED. Prior tQ-jnspection, fee must be id at 6300 Southcenter Blvd.. Stfite 100. Call the schedule reinspection. \fl Project: 0? IK s 1/6tu e Type of Inspection: _L „/f6/ 6. -51 -- 4n,/•vP_ -c., Address: 75? /n4 / f Date Called: / , 4_ 'v, '// `n✓.l Z.d mt Special Instructions: Date Wanted: 5 66 P.m. Requester: Phone No: 4 /25 - .5 .- 00 — 7/2? COMMENTS: P /I 6 P4%',/;•7 . 1 1 V GJAAA / /r A/oS — f ' „/f6/ 6. -51 -- 4n,/•vP_ -c., / , 4_ 'v, '// `n✓.l Z.d mt / rim /,/ // fir ,if'lr�,l'/17 j” ",ip21 '- lllll/ / /vwee / /,/ 51)/ 4. ■4 7 e c1//, i) e4 b "All /; i I I 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. 58 .00 REINSPECT1ON FEFTEQUIRED. Prior to inspection. fee must be paid at 6300 SouthcenterBBlvd., Suite 100. Call the schedule reinspection. eceipt No.: !Date: Project: j/ b tc G�iawdp� Type of Inspection: /riarr1,4, Date Called: Address: 757 Special Instructions: Date Wanted: 6/2/41Y Cam, ---r : Requester: Phone No: - S9D 7/.2.12- INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ID Approved per applicable codes. D Corrections required prior to approval. COMMENTS: pm, Arc/I el Pr aim t 4 a ora4P -6 of 41 d g (Inspector: Date: El $58.00 SPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit P07 - -3/7 PERMIT NO. RMp (206)431 -3670 Proje ct UL( (C.4 S C t-VC De -iP Type of Inspection: r " 1? A IN) (., Address: "7 6 - 7 rY1 A t t Date Called: Special Instructions: _ Date Wanted a.m: Li_ a - ve Requester: Phone No: L-4 Z5 -S o- INSPECT ! N NO. INSPECTION RECORD Retain a copy with permit D0'7 --31 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION e- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Uj4" fl f? A r 1 i~ lJ, -- (t eel p lr a JA—A—. -4 j DatL $r .10 REINSPECTION FE REQUIR�D. Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suit 100. Call the schedule reinspection. (Receipt No.: 'Date: .rt Projec OL / / <, 4 /IG✓ Type of Inspection: 7 i)'v Address: ^ L 7 5 / $ /7/41 -44 , 47A Date Called: 1/ Special Instructions: Date Want y /o- P.m. Requester: Pho No• Z .__ 9 0 — 7/z �- INSPECTION RECORD Retain a copy with permit INSPECTIO 0. PERMIT NO. CITY 0 TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 U Approved per applicable codes. El Corrections required prior to approval. COMMENTS: �/ ate GG / /s /4, ;Lehg/ J P yfST� 'tit k / 2eY,NI , Id/ Gtheyl1S I spector ' a 0 0 REINSPECTION FEE REQUIRE . Prior to inspection, fee must be at 6300 Southcenterr''Blvd., Suite 00. Call the schedule reinspection. Receipt No.: 'Date: COMMENTS: \.) Ovoisg,64 7 2[1 / ?1(0 7 de k PfIcntp , ?4kI9t/ C . 2) _5 f or Wiefiti-/ r5f d lefiA r1,11 0 Al- 5 ' Jir c/Ale 3/, Special Instructions: . 1 Prne- T i /to Date INedi / .m. Requester: r Project: - 1 Type &Inspection: A AddEe g7 5 Date Called: Special Instructions: . 1 Prne- T i /to Date INedi / .m. Requester: No: INSPECTION RECORD Retain a copy with permit Dd7 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 Approved per applicable codes. Corrections required prior to approval. pector Ott..1 Dats / 4/ 4 e5 LJ REINSPECTION FEE REQUIpfD. Prior to inspection, fee must be at 6300 Southcenter Blvd.. Sthte 100. Call the schedule reinspection. r ec t No.: 'Date: 1.1 =3 COMMENTS: a PoiA/5 /),0/4; / (10C.5 4 ,1) P5 i:/y7;;,--e-,71,„7-/ eV C3 7 ;.,v,Y-n/ /2.(714-,-„7,e,t. 0 A-- , / 44,/, / ,e7V.Tie jr"- - -oti/Avi / 7/4 / /4 it/d 5"9,-r,";i 1 _7 4.,rW 4 f /, ?//n....wa4 1 Project;-., Type of Inspection: / ...)?dc C ( AV X007 Address: ,44 Date Called: 757 —S 111 f/ Special Instructions: Datented y CI ..... / 5 / 4(f p.m. Requester: P1:127 _ 5e. 7/22 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector 'Receipt No.: INSPECTION RECORD Retain a copy with permit .00 REINSPECTION FE id at 6300 Southcenter 16 'Date: Do7-3/7 PERMIT NO. (206)431-3670 ID Approved per applicable codes. EICorrections required prior to approval. Date: 3 /2 Ake; REQUIRED. Prior to inspection. fee must be d.. S ite 100. Call the schedule reinspection. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector 'Receipt No.: INSPECTION RECORD Retain a copy with permit .00 REINSPECTION FE id at 6300 Southcenter 16 'Date: Do7-3/7 PERMIT NO. (206)431-3670 ID Approved per applicable codes. EICorrections required prior to approval. Date: 3 /2 Ake; REQUIRED. Prior to inspection. fee must be d.. S ite 100. Call the schedule reinspection. COMMENTS: Sprinklers: Y Type of Insp ion: SP`t--r p�'CL t1T ' o)4(.. -, e to Address: 7 5— 7 Suite #: S. C. M �-� L toetk C. \VA O k 2 Occupancy Type: Phone No.: SP- -f, port. —oic crrrL - L —O(C Project: � Sprinklers: Y Type of Insp ion: SP`t--r p�'CL t1T ' o)4(.. -, e to Address: 7 5— 7 Suite #: S. C. M �-� L Contact Perso : Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: ;� Sprinklers: Y Fire Alarm: y Hood & Duct: Y Monitor: 6-pcurc a v ' Pre -Fire: 0 Permits: p Occupancy Type: INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word/Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS . 98188 206 - 575 -4407 ri Corrections required prior to approval. I Inspector: �v' S y Date: 7/9 / Hrs.: t , $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from ( e City of Tukwila Finance Department. Call totschedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: C aeA 11w S� Type o Insction: f -- A _o,',,,AL i-levos- Se S .0 .MALL- Con ct Person: ADD SPl. „,v.ic .- G, ,, c,,.. T K ` 4 C t . ■.arl Art'--4 / 4,C t 0 J� " OM 1 S rA t. - — g4, Le) ..'V Apt) ADD A I o v ok. kid- iv i vt, , 1 co% (' no /Z ,L Q H. k 4- e w A” t v e ru � i N f /11,41. .a P9 `L4- 1" 06 L - f PS - ba. 4 QJ .2-40X--A Pve i v it- --f- -,2 - /-e_ c: M — b k Project: k rs C aeA 11w S� Type o Insction: f -- A _o,',,,AL i-levos- Address: -- 25-- - 7 Suite #: S .0 .MALL- Con ct Person: Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER n Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word/Inspection Record Form.Doc 1/13/06 317 0 5?-F._01 PERMIT NUMBERS . 98188 206 - 575 -4407 P 1 Corrections required prior to approval. I Inspector: Date: - i t ,/p g H • $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. T.F.D. Form F.P. 113 Project: 7 0 ie c s Typg of Inspection: Address: S 7 S, 0 7vi , Suite #: Contact Person ¢�,e &-W7- . Special Instructions: Phone No.: yzs. 5 0 - 7/ Needs Shift Inspection: Sprinklers: Fire Alarm: - Hood & Duct: Monitor: _ Pre -Fire: Permits:. Occupancy Type: K5 INSPECTION NUMBER CITY OF TUKWILk FIRE DEPARTMENT ast, Tukwila, Wa. 981$$ . 206- 575 -4407 n Approved per applicable codes. INSPECTFON RECORD Retain a copy with permit 7>o - 317 OA- - 0 PERMIT NUMBERS n Corrections required prior to approval. COMMENTS: OK 7v eo vglL 6 o 46 o'er ro le Co'' ir -rc_" e ,G ICI Tei-1-7- (w. c s Inspector: ri a,-1/ ,y_. /6 / Z Date: _1/7 /0 g Hrs.: n $8.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: Y !/ U � r 5 C � D ' e Type of Inspection: /if /A4 1e 2 Address: - S Suite #: s .6 - ' iv , 4d Contact Person: Permits: E / Mei{ /o ■Aerf.{ Special Instructions: - - __ Phone No.: y Z 5 - - cl q 3 _ s - 6 5 - 7°6 - 79 2, - A, ?7 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 r� Word /Inspection Record Form.Doc pproved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 1/13/06 PERMIT NUMBERS I I Corrections required prior to approval. COMMENTS: C / . (i.6 ( if nnit y OL. /-1/4113 Lth Inspector: F` H Date: 7/ 2 c j* Hrs.: LI $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: C k o I ) &. c./ y w y 6, 2 .7-c i t_y Ty of Inspection: r t w k /#9 ,— 4 / rJ e /lJG✓ o a✓�/L Pre -Fire: .. !Afl L c ./ii. ,A/hc 4.4'5'2 r) , - Z '',1 C // / i4/ E LF572 Al in/ , A6A //v3T ✓ ! /2 - 7 /I 14 L 7 / s-3 T , F , " c 4 L V C`1 ?/I LAN % fo / /OUP 2 e e t—J (e 44 e rz. 3) ,/A v_E 1414.r1 5 �.t.,/ /N /2 o' i 7- E. rn.iP o f L.n s 1, -, , L., 2E-" -r o Q v i T_ UP 1"/A -2 /) 1/ /v , -,,ic vT Piov Or 4 6 O P k (pF A 5 i4 U 1 L) s J Project: y�U k. .5 C k o t c_ ,� Ty of Inspection: r t w k /#9 ,— Address: 7 e, ? Suite #: Pre -Fire: .. !Afl L c Contact Person: IS Tom- N o k w` 4,1 A.tua,,cal f /2 . Special Instructions: / Phone No.: 9 5 -_ gig v,_ 5-6 5 - 7 Zo6- 93-6 070 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER ila, Wa. 98188 206- 575 -4407 n Approved per applicable codes. INSPECTION RECORD 1 05? 8Q Retain a copy with permit 1 i....=e - 3 1 7 CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS Corrections required prior to approval. Inspector: X27 .. it) Date: Hrs.: ik✓ n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: f) i, P s C U o wo10 4, k a v, s _ e Type of Inspection: , 4 -I N LLE 2__ Address: 3 - 7 Suite #: .S.C. /-v1 /1 i c Contact Person: A n«i, ,2G Ai 0 in tA 4,, N) Special Instructions: Phone No.: y 2 5 - y g7. 20(9 - 79 5 s - 60 - 3--ti Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Z' 1 INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 n Corrections required prior to approval. COMMENTS: ;fir 4- /c) dia i/ p4, Zv/7 N '(tt4 E `IO5 j4d4( QI� 4 Inspector: -_ r, S/ ) I Date: / / . rs.. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: O u v�5 C- {-t-Du3 u' a Type of Inspection: S e N,LLGl/ Address: . q ,c. • (A Pte- Suite #: Contact Person: r 9 c2Voc i- - Pk r+ 1 V oiL l 42o Special Instructions: Phone No.: 2O(o -1SO- 6 11O3 - Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER k East, Tukwila, Wa. 98188 206- 575 -4407 VA" Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS Corrections required prior to approval. COMMENTS: STS PS — (� 1L- Inspector: ( vjAthA /S I . Date: 31-it G O Hrs.: n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. T.F.D. Form F.P..113_ i+� �!\'''�'��■■� ■ ` CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (425) 823 - 9800 EVERETT EVERETT (425) 259 - 0817 FIELD REPOT - ,II.IN � 6 ' I )css PREVIOUS t 7 /� 133352 REPORT No. 1/ . ` J No. DDATTE «1 T - HURV DP'Y Q / CEER T. T. NO. n TO: `b PROJECT 1 DI )1(P7- LOCATION CA 4 .0\ /11- rF41 TUK F !KW k ! Gm se s' 17.1= A�e F- BLDG. PERMIT NO. ( -3 17 OWNER 1 A /(/ , YY IlJ ,, ( LA-Lk 9 S0z� WEATHER ` X �V�/ TEMP. CO AM PM ENGINEER ATTN: ARCHITECT ARt1 N (� �^ � � `- L X \ IN� E /RE10-1E CONTRACTOR SSEal / S5' 3 () C ( INSPECTION - PERFORMED RESTEEUCONCRETE RESTEEL/MASONRY EPDXY OTHER LATERAL WOOD (3) ITEMS INSPECTED _ FOOTINGS AUGER CAST PILES - DRILLED PIERS - FOUNDATIONS 25, SLAB _ 41 RESTEEL ONLY STR.ST/WELDING _ COLUMNS - WALLS BEAMS _ STR.ST/BOLTING - - - - ( L O CATION (AREAS) .A ! ; Ii111271. r - Zit. r • Li Is , \ ma imic JI CONCRETE/MASONRY SUPPUER SLUMP AIR CONTENT MIX NO. DESIGN STRENGTH (Pc) TOTAL CU. YD. PLACED (INCHES) (%) SPECIMENS CAST ' CYLINDER REPORT NO. YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS - - REMARKS: ^C Pc M Or C. rA. Z * r ' V 1kO 1 1N i VA °g. FAKM ER IN \'L CE. NOTE 7A1 DETPS L S S \OB. TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 12'07 COPIES TO•' / °114.41- 4/)l INSPECTOR(S), NAME(S) PRINTED V NMI', ■ PC075 INSPECTOR SIGNATURE SIGNED BY SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA SQ. IN. TOTAL LOAD STRENGTH, P. S. I. TYPE BREAK* 56 03 - a4 - c8 3-II 7 Io x /z ZaZ7 /075e3O 3 a'&O S SGO5 TEMP y -I 2g ENGINEER `� �FE 0 c 0 56D6 ,1 e 4 2g !7� S C lc9� DATE o -04� -tag CERT. NO. e9 --a/ %AIR — PROJECT , S L/ S TEMPERATURE 5 ' 48 CONC. AIR -- LOCATION 7- C /' BLDG. PERMIT NO. rb 0 7- 317 OWNER WEATHER N D c? j TEMP @ A.M. P.M. ENGINEER ARCHITECT CH7 Ai ZF E i c ,1 e , C9b TIME Ogle) SLUMP 7, v %AIR — UNIT WT.,SF YIELD TEMPERATURE 5 ' 48 CONC. AIR -- — T� SOURCE/SUPPLIER . '4 A COPIES TO: ASTM C-I43 ASTM C - 231 Cc2 A/ : c��4 �Y� . CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND.WASHINGTON 98034 � Cg ; EVERETT �i llss COMPRESSION REPORTAPR 1 4 2008 i:.. ;'. U "ltTY cb wr'3 'UT CLIENT:, bt-t- �� d ADDRESS JOLf5 t 2- 'ALT_ MAD CITY, STATE, ZIP: SS44: u.46( wk qgO 27? ATTN. SET / OF / CUBICYARDS PLACED J O F /2 C2 Sampled as perASTM C TRUCK # TICKET NO. MIX NO. ASTM C - 138 ASTM C -143 ASTM C -231 ASTM C -138 1 1 4 4 2 3 / / 7 c 7 4 ( CEMENT TYPE: ASTM C -138 SET OF CUBICYARDS PLACED OF Sampled as perASTM C -172 TRUCK # TICKET NO. MIX NO. TIME SLUMP %AIR UNITWT„SF YIELD TEMPERATURE CONC. AIR ASTM C -138 ASTM C -1064 ASTM C -1064 SEE FIELD REPORT NO. /Z 7 /0 ACTUAL BATCH WEIGHTS FOR 1 Z CY CEMENT FLY ASH C.AGG.3/4 C.AGG. 3/8 FINE AGG. WATER TOTAL ADMIX 3 Sc40 /62 c9 CEMENT FLY ASH /6 /e'S C.AGG. go S5 C.AGG. /67SS FINEAGG. /832 WATER ADMIX 1 a«-A.. 486 OZ ADMIX. I ADMIX.2 ^/C 4 CG 12 OZ. ADMIX 2 OZ ADMIX NO RT 64925 ACTUAL BATCH WEIGHTS FOR TOTAL DESIGN STRENGTH INmAL CURE TEMP.:HIGH /LOW or 0 INITIAL CURING TEMP,, NOT RECORDED PER 10.11 PLACEMENT AREA & NOTES S c 7 A3-V't" 7:0X y %1/// CY OZ OZ OZ ,1 -C -31 cast/cure O -C-6I7 sulfur cap �!C I23I pad cap .6-. *C -39 cylinder 0 - *C-42 cores 0 - *C -1019 cmu grout O *C -109 cubes Cascade Testing Equipment Identification: Stump Cone CSLC000 1 I Thermometer CCTHD00 // Air Meter CCOA 100_J CC00000I 0 - CC000002 TEST RESULTS APPLY ONETOTHE ITEMS HEREINTESTED.THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULLWITHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 12/07 INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY F SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA SQ.IN. TOTAL LOAD STRENGTH, P.S.I. TYPE BREAK* 560e1 o3 -v4 -rig '5 --/I 7 6 g /Z Z$.Z7 /07 5e3 O 3 a' S 505 y -I . g ,� % c L C RACTOR f ldZ_FA,e 4 3.3-o c • 5606 1 t ) 28 8 __1__ DATE o3 c74 - c' 4 SLUMP 7, v CERT. NO. e7 4 5c2. -a/ PROJECT u, g TEMPERATURE S.6 48 CONC. AIR -- LOCATION 7 C ,6'4'4 Sat i rh` � ( K /LC,ru.. ;z4 BLDG. 7 3 . ( , 7 'D07- OWNER ITHER / N2)0--ca .S TEMP A.M. @ P.M. ENGINEER ARCHITECT Cho M lFS7 CH-7 ,� % c -z , rs �t C RACTOR f ldZ_FA,e 4 3.3-o c • TIME 0930 SLUMP 7, v %AIR -- UNIT WT, SF YIELD TEMPERATURE S.6 48 CONC. AIR -- COMPRESSION REPORT I4AR 18 KW CLIENT: b(. A"– i&% c,cL ADDRESS: /O4 5— ! 2 LAC_ I i CITY, STATE, ZIP: '.5 Q .(4 WA C U ° 2;7 ATTN SOURCE/SUPPLIER CA DA-, / CEMENT TYPE: SET / OF ! CUBICYARDS PLACED .3 OF TRUCK # TRUCK # SET OF CUBICYARDS PLACED OF CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 IRK LAND, N.E. 126TH PLACE RECEIVED. KIRKWASHINGTON 98034 EVERETT TICKET NO. ASTM C -143 ASTM C -231 ASTM C -138 TICKET NO. /2c, MIX NO. ASTM C- (425) 259 -0817 To, li 1 'I i ; • .. 'A Sampled as perASTM C-172 MIX NO. Sampled as perASTM C -172 TIME SLUMP %AIR UNITWT,SF YIELD TEMPERATURE CONC. AIR COPIES TO: ASTM C-I43 ASTM C -231 INmAL CURE TEMP.: HIGH /LOW or 1-k 5/17 ASTM C -138 ASTM C -138 ASTM C-I064 SEE FIELD REPORT NO. 12 /*,e7 ACTUAL BATCH WEIGHTS FOR / 2 a CEMENT FLYASH C.AGG. C.AGG. 3 /8 FINEAGG. WATER TOTAL ADMIX 3 s-04-c) /62 c7 /6 / S C.AGG. $o SS C.AGG. /6 7SS FINEAGG. /832.. WATER TOTAL ADMIX. 1 6LF 'V' 486 OZ. ADMIX. I ADMIX 2 /VC 4 Ge 12 47 OZ. ADMIX 2 OZ. ADMIX 3 REPORT NO. 64925 ACTUAL BATCH WEIGHTS FOR CEMENT FLYASH CY OZ. OZ OZ. JFL C -3I cast/cure O -C -617 sulfur cap O - C -1231 pad cap .6-. *C -39 cylinder O - *C-42 cores O - *C -1019 cmu grout O *C -109 cubes Cascade Testing Equipment Identification: Stump Cone CSLC000 1 / Thermometer CCTHD00 // Air Meter CCOAI00 CC00000I 0 - CC000002 DESIGN STRENGTH 4 e:7 c:2 0 INmAL CURINGTEMP. NOT RECORDED PER 10.1.2 PLACEMENT AREA & NOTES 5 0 2›.>2x L''■ ;47:1-./// Go i/ TEST RESULTS APPLY ONETOTHE ITEMS HEREINTESTED.THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL.WITHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 12/07 INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY e y�� ■ L CASCADE TESTING LABORATORY, INC. TESTING &INSPECTION 12919 N.E. 126TH PLACE �. fir .. KIRKLAND. WASHINGTON 98034 �)�a3-io ;,a EVERETT (425) 259 -0817 PREVIOUS 127190 EPORT No. No DATE erg o Ec � CERT. NO. °8 ° 3 -n , TO: FIELD REPORT 1,::.-.),122:0, OO i 'UN TY t OEVELON6ENT ^ D�� LOCATION 644 sow e -7",— AId_ 7 zi ,��« A Ss dC � l 10 /771 A LA NAA.) F -S s BLDG. PERMIT NO. 7) d 7- 317 OWNER Js Q A Us/kg ( 4) A 0 2_7 C � WEATHER I /J z c9-1:,„ S TEMP. AT AM AT PM 1 ENGINEER ATTN. ARCHITECT i CM /V LF / - C "7 � 72 C.-Kg CONTRACTOR t/ 2€W ' 4ssoG. (2) INSPECTION PERFORMED x RESTEEL/CONCRETE _ RESTEEL ONLY RESTEEUMASONRY _ STR.STIWELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED _ FOOTINGS _ AUGER CAST PILES — DRILLED PIERS _FOUNDATIONS X SLAB 0 6/ _ COLUMNS — WALLS BEAMS — — — (4) LOCATION (AREAS) Sog, CONCRETE/MASONRY SUPPLIER MIX NO. 3 4 ©� �' r DESIGN STRENGTH (f O C 4_ D '"--+ 4- " TOTAL CU. YD. PLACED / 2 SLUMP (INCHES) AIR CONTENT ( 7 ' C2 SPECIMENS CAST 3 " G x >2 %) SEE CYLINDER REPORT NO. 6 ¢ Z Z. YES _ NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS _ REMARKS: S f / . e•FD T i G //9 7. CD1/6S S L c Lc 2.4 ,j c / /4-P s t o /: e -- P P & e--•-y s - r` . .lire, COPIES TO:) r � 4 rS ?L1 , 'I?, A- 1 E — t Ar 14 c E • Co Ate-i2, E 1.4-c 4 /4z f> TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 9/06 INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE ..e7 :;2s� SIGNED BY - -" REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. cloudy, 40s Client Westfield Corporation General Duren & Associates CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISIT: from 3:00 to 03:30 • =111 SHANNON EiWILSON. CONSULTANTS INC DAILY FIELD ACTIVITY REPORT RO I R ECEIVED W 1 o PROJECT NO.: 21 -1- 20189 -007 REPORT DATE: March 03, 2008 REPORT NO.: 177 SW FIELD REP.: RXR, MWP PERMIT NO.: D07 - 317 Westfield Shoppingtown Southcenter Mall Expansion, Dukes Chowder House CONSTRUCTION OBSERVATIONS 1 2 Dukes Chowder House capillary break, vapor barrier and marsh gas vent Floor Slab Design At the request of Bryan Low of Westfield Corporation, we arrived on -site today to evaluate capillary break, vapor barrier and marsh gas vent installed beneath the floor slab at the approximate location shown in Figure 1. The capillary break consisted of crushed concrete and gravel with silty fines and the vapor barrier consisted of plastic sheeting. Based on our observations, it appears that the capillary break, vapor barrier and marsh gas vent was installed under the majority of the Dukes Chowder House 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. RTHE CPO RECOMMENDED • - ,,TO OWNER ATTACHMENTS I Figure 1 — Site Map LIMITATIONS: The Shannon & Wilson 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 - conforming work does not relieve the contractor from complying with its contract documents. Shannon & 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. REVI BY (PM initiaVdate) / / l r ' ilila Page 1 of 1 NORDSTROM CRITERIA M CY'S WEST 1 %761 TOTAL AREA: 120,497sf COMPUANT SF: 82,488sf % COMPLANT : %52 CFNTFR COI IRT WEST l %801 TOTAL AREA 80,893s1 COMPUANT SF: 31,818sf % COMPUANT : %35 NO. TOPIC AND LOCATION DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND RECOMMENDATIONS TO OWNER FURTHER ACTION RECOMMENDED TO OWNER 1 Dukes Chowder House capillary break, vapor barrier and marsh gas vent At the request of Bryan Low of Westfield Corporation, we arrived on -site today to evaluate capillary break, vapor barrier and marsh gas vent installed beneath the floor slab at the approximate location shown in Figure 1. The capillary break consisted of crushed concrete and gravel with silty fines and the vapor barrier consisted of plastic sheeting. Based on our observations, it appears that the capillary break, vapor barrier and marsh gas vent was installed under the majority of the Dukes Chowder House floor slab in accordance with the project plans and our recommendations. Subcontractors for Geotechnlcal Construction 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. from 3:00 to 03:30 REPORT SUBMITTED TO CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. cloudy, 40s Client Westfield Corporation General Duren & Associates CC City of Tukwila Subcontractors for Geotechnlcal Construction TIMES OF SITE VISIT: from 3:00 to 03:30 MIN NMI fl SHANNON W INC. DAILY FIELD ACTIVITY REPORT PROJECT NAME/LOCATION PROJECT NO.: 21 -1- 20189 -007 REPORT DATE: March 03, 2008 REPORT NO.: 177 SW FIELD REP.: RXR, MWP PERMIT NO.: D07 -317 Westfield Sboppingtown Southeenter Mall Expansion, Dukes Chowder House NSTRUCTION OBSERVATIONS ATTACHMENTS Figure 1 — Site Map RECEIVED rA - 3z. BU LDING DEPARTMENT LIMITATIONS: The Shannon & Wilson fell representative Is present on site solely to observe the field marines of the contractor identified and keep our client Informed of the progress and quality ofthe work The presence and activities of the Sharron & Wilson field representative and our acceptance of any npr.ccnformbng wont or failure to reject any non•corlfonming work does not relieve the contractor from con +plying with its contract documents, Shannon & Wilson does not have the authority to direct the contractor' work Any information provided by the Sharron & Wilson field bupedor 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 as means, methods, sequences, procedures, consiruaion site safety, quality of work and adherence to the contract document. REVI BY (PM initiatfdate) X7 / / ° g Page 1 of 1 .4._ .10•• JIORDSTROM CRITERIA WICZOLYIIISIALin TOTAL AREA: 120,4970 COMPLIANT 9Pr 92,4990 % COMPLIANT : %92 CPTTFR COPRR WEST OSf1OI TOTAL AREA 90.992.1 COMPWNT 9F: 91 ,91 6.E % COMPLUNT P %M6 NORDSTROM macy F Project Info Project Address 633 Southcenter Parkway Date 9/18/2007 Tukwila, WA For Building Department Use 98188 -2888 Applicant Name: Dan Edleaon / Sergio Chin -Ley Applicant Address: 1516 Melrose Avenue Suite 200, Seattle, WA 98122 Applicant Phone: 206 938 1501 (Project Summary PRJ -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Pprmtt t o►n 2006 Washington State Nonresidential Energy Code Compliance Form FILE COPY RECEIVED CITY OF TUKWILA OCT 1 0 2007 PERMIT CENTER Revised July 2007 w Tit VIEW ED CODE COMP APP RCVEc FEB 12 2008 Of Tukwila B ILDING .SI ! INCOMPLETE LTR# Project Info Project Address 633 Southc.nt.r Parkway Date 9/18/2007 Tukwila, WA For Building Department Use 98188 -2888 Applicant Name: Dan Edleson / Sergio Chin-Ley Applicant Address: 1516 Melrose Avenue Suit. 200, Seattle, 1D. 98122 Applicant Phone: 206 938 1501 Project Description ❑ Plans Included requirements. ❑ New Building ❑ Addition ./ Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option 0 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) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location (floor /room no.) Occupancy Description Allowed Watts per ft Area in ft Allowed x Area RESTROOM RESTROOM 1.30 371.0 482.3 KITCHEN KITCHEN 1.30 1921.0 2497.3 DINING DINING 1.30 5603.0 7283.9 "' From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 10263.5 Location _ (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed RSTRM /DINING 50 W INCANDESCENT 69 50.0 3450.0 DINING 40 W PAR 20 130V 8 40.0 320.0 KITCHEN /DINING 32W SLOURESCENT 130 32.0 4160.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 7930 . 0 Interior Lighting Summary LTG -INT 2006 Washin State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage Provosed Lighting Wattage 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 Notes: 1. For proposed Fixture Description, indicate fixture type, Tamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, Tamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturers 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. Use' LPA` (W /sf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches) , 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations" 1.0 Cafeterias, fast food establishments', restaurants/bars 1.3 Post office 1.1 Dormitory 1.0 Retain'', retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia ", assembly spaces 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses ', storage areas 0.5 Hotel banquet/conference /exhibition hall'` 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries' 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: Q Warehouses, storage areas or aircraft storage hangers Q Other Qualification Checklist Note: 0 occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. 0 not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T -1, T -2, T-4, T -5, T -8 lamps, and d) hard -wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. Interior Lighting Summary (back) LTG -INT 1x) 28 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 -1 Unit Li Power Allowance (LPA Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Project Info Proj Addres 633 southcenter Parkway Date 9/18/2007 Tukwila, WE For Building Department Use 98188 -2888 Name: Dan Edleson / Sergio Chin -Ley AppI. Name 1516 Melrose Avenue Suit. 200, Seattle, 1Q1 98122 Appl. Phone 206 938 1501 Project Description ❑ New ❑ Addition ❑ Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Lighting Power Allowance 0 Systems Analysis I Building Grounds (luminaires > 100 Watts) ❑ Efficacy > 60 lumens/W ❑ Controlled by motion Sensor ❑ Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Tradable Locations v Description Allowed Watts per ft or per If Area (ft perimeter (If) or # of items Allowed Watts x ft (or x If) Open Sales outdoor Dining 0.5 W/ft2 1143.0 571.5 Non - Tradable Locations Description Allowed Watts per ft or per If Area (ft perimeter (10 or # of items Allowed Watts x ft (or x If) Bldg. Facade (by area) WA 0.2 W/ft2 40.0 200.0 Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Outdoor Dining NA 5 40.0 200.0 Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Outdoor Dining 40 W PER 20 130V 5 40.0 200.0 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Exterior Lighting Summary LTG -EXT Tradable Maximum Allowed Lighting Wattage Tradable Provosed Lighting Wattage Total Proposed Watts may not exceed Total Allowed Watts for Exterior Non - Tradable Maximum Allowed Lighting Wattage Non - Tradable Provosed Lighting Wattage Proposed Watts may not exceed Allowed Watts for Category Revised July 2007 otal Allowed Watts 571.5 Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. Total Proposed Watts 200.0 Tradable Surfaces (Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded.) Uncovered Parking Areas Parking lots and drives 1 0.15 W /ft Building Grounds Walkways less than 10 feet wide 1.0 W /linear foot Walkways 10 feet wide or greater Plaza areas Special feature areas 0.2W /ft Stairways 1.0 W /ft Building Entrances and Exits Main entries 30 W /linear foot of door width Other doors 20 W /linear foot of door width Canopies and Overhangs Canopies (free standing and attached and overhangs) 1.25 W /ft Outdoor Sales Open areas (including vehicle sales lots) 0.5 W /ft Street frontage for vehicle sales lots in addition to "open area" allowance 20 W /linear foot Non - Tradable Surfaces (Lighting power density calculations for the following applications can be used only for the specific application and cannot be traded between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted in the "Tradable Surfaces" section of this table.) Building Facades 0.2 W /ft for each illuminated wall or surface or 5.0W /linear foot for each illuminated wall or surface length Automated teller machines and night depositories 270 W per location plus 90 W per additional ATM per location Entrances and gatehouse inspection stations at guarded facilities 1.25 W /ft of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces ") Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W /ft of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces ") Material handling and associated storage 0.5 W /ft Drive -up windows at fast food restaurants 400W per drive - through Parking near 24 -hour retail entrances 800 W per main entry 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Exterior Lighting Summary (back) LTG -EXT TABLE 15 -2 LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised July 2007 , c, Location (floor /room no.) - v Occupancy Description Allowed Watts per ft Ceiling Height for this room Ceiling Height limit for this exception" Adjusted LPA Watts per ft 012/001 DINING 1.00 12.0 feet 9 feet 1.06 11 DINING 1.00 11.0 feet 9 feet 1.04 1 DINING 1.00 14.0 feet 9 feet 1.10 13/6/12/22/20 DINING 1.00 10.0 feet 9 feet 1.02 Lighting Power Allowance Adjustments LTG -LPA 2008 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form wer Allowances (Interior •* From Table 15-1 based on exceptions listed in footnotes Revised July 2007 Project Address 1633 Southcenter Parkway 'Date 9/18/2007 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15-1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft Carry the Adjusted LPA to the corresponding "Allowed Watts per ft location on LTG -SUM. Z Lig $ hting, State Motor, and p, Transformer Permit Plans Checklist LTG Project Address 633 Southc.at.r Parkway !Date 9/18/2007 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control /access Schedule with type, indicate locations A4.0 n.a. 1513.2 Area controls Maximum limit per switch yes 1513.3 Daylight zone control Schedule with type and features, indicate locations p2.0 yes vertical glazing Indicate vertical glazing on plans A6.1 n.a. overhead glazing Indicate overhead glazing on plans n.a. 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location n . a . (a) timer w/backup Indicate location n. a. (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location n . a . 1513.6.1 (a) occup. sensors Schedule with type and locations n. a. 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans n. a. 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) n.a. I 1514 'Max. watts 'Indicate watts for each exit sign 1 I LIGHTING POWER ALLOWANCE (Section 1530 -1532) 1531 Interior Lighting • Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture n. a. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) n.a. I 1511 IEtec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I TRANSFORMERS (Section 1540) n.a. I 1540 (Transformers 'Indicate size and efficiency 1 I • 2006 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: 2006 Washin s ton State Nonresidential Ener. Code Compliance Form Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Lighting - General Requirements 1513 Lighting Controls: Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a 20 ampere circuit loaded to not more than 80 %. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than 5% of the building footprint for footprints over 100,000 ft 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant- sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition and Specialty Lighting Controls: All display, exhibition or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior: Lighting for all exterior applications shall have automatic controls capable of turning off exterior lighting when sufficient daylight is available or when the lighting is not required during nighttime hours. Lighting not designated for dusk -to -dawn operation shall be controlled by either: a. A combination of a photosensor and a time switch; or b. An astronomical time switch. Lighting designated for dusk -to -dawn operation shall be controlled by an astronomical time switch or photosensor. All time switches shall be capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. EXCEPTION: Lighting for covered vehicle entrances or exits from buildings or parking structures where required for safety, security, or eye adaptation. 1513.6 Automatic Shut -Off Controls, Interior: Buildings greater than 5,000 ft and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Within these buildings, all office areas less than 300 ft enclosed by walls or ceiling - height partitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply with Section 1513.6.1. For other spaces, automatic controls may be an occupancy sensor, time switch or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously illuminated (e.g., 24 -hour convenience stores), or illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 4. Hospitals and laboratory spaces. 5. Areas in which medical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall- mounted, manual switch capable of turning off lights when the space is occupied. EXCEPTION: Occupancy sensors in stairwells are allowed to have two step lighting (high -light and low - light) provided the control fails in the high -light position. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off' feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the Toss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a. is readily accessible; b. is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; c. is manually operated; d. allows the lighting to remain on for no more than 2 hours when an over -ride is initiated; and e. controls an area not exceeding 5,000 ft or 5% of the building footprint for footprints over 100,000 ft whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. 1514 Exit Signs: Exit signs shall have an input power demand of 5 Watts or less per sign. Motors - General Requirements 1511 Electric Motors: All permanently wired polyphase motors of 1 hp or more, which are not part of an HVAC system, shall comply with Section 1437. EXCEPTIONS: 1. Motors that are an integral part of specialized process equipment. 2. Where the motor is integral to a listed piece of equipment for which no complying motor has been approved. Transformers - General Requirements SECTION 1540 — TRANSFORMERS The minimum efficiency of a low voltage dry-type distribution transformer shall be the Class I Efficiency Levels for distribution transformers specified in Table 4 -2 of the "Guide for Determining Energy Efficiency for Distribution Transformers" published by the National Electrical Manufacturers Association (NEMA TP -1- 2002). April 30, 2008 Sergio Chin -Ley 1516 Melrose Ave #200 Seattle WA 98122 RE: CORRECTION LETTER #1 — Revision #1 Development Permit Application Number D07 -317 Duke's Chowderhouse — 757 Southcenter Mall Sincerely, Brenda Holt Permit Coordinator encl File No. D07 -317 City of Tukwila P:1Permit Center\Correction Letters\20071D07 -317 Corr Ltr #1 to Rev #1.DOC wer Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Dear Mr. Chin -Ley, 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 Planning, Department. At this time the Building, Fire and Public Works Departments have no comments. Planning Department: Moira Carr Bradshaw, at 206 431 -3651, if you have questions regarding the following comments. 1. Provide paving detail; 2. Provide color materials board; and 3. Provide a colored elevation 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. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Chin - Ley /Reche Associates 1516 Melrose Avenue Suite 200 Seattle, Washington 98122 206.938.1501 tel 206.935.3449 fax Memorandum Date: 02.11.08 To: Bob Benedicto City of Tukwila Project: - roject Number D07 -317 Mr. Benedicto: The plan review process for Project Number D07 -317, Duke's Chowderhouse at Southcenter is not yet complete. All divisions, including building code and public works, have approved our permit submittals except for Land Use and Zoning. We are currently working with Moira Bradshaw to address her questions. It should only be a matter of days before those items are resolved. Nonetheless, I am writing you to request an extension to the review process as the expiration date is February 19, 2008. Please do not hesitate to contact me with any questions at 206.938.1501 (office) or 206.769.8601 (mobile). Thank you, Sergio Chin -Ley CC: Bryan Low, Tenant Coordinator — Westfield 6;6 ceym Card 0 Z/ 3 / 06 -d l , -boo2a-aeeti ,446616. 62 44 4 ' -aa-VO 4--L3ieLeW 4/ktio.4eW Chin - Ley /Reche Associates 1516 Melrose Avenue Suite 200 Seattle, Washington 98122 206.938.1501 tel 206.935.3449 fax Memorandum Date: To: Project: 01.09.08 Moira Carr Bradshaw Senior Planner, City of Tukwila Planning Division Project Number D07 -317 — Duke's Chowderhouse Response to Correction Letter #2 Ms. Carr Bradshaw, In response to your correction letter #2: Sheet A2.0 42" railing with planter boxes are located on outside perimeter of outdoor dining patio. The height of railing is determined by State of Washington Liquor Control Board requirements for separation of dining spaces where alcohol / wine can be consumed. They are specific about a fixed, minimum 42" high railing. Please refer to detailed drawing on Sheet A6.1 for elevations and plan of railing with planter boxes. In short, the planter boxes are hung on the top rail of railing, the planter boxes serve to contain a small potted plant — no drainage required. Sheet A6.1 Elevation titles have been revised to reflect the proper orientation (South, East, etc.). The east facing facade has been added to sheet. The canopy /trellis has been removed from storefront due to budgetary reasons. South elevation shows the revised storefront with location of retractable awnings to be mounted above windows. When retracted, the awning is in a housing of color to match storefront. When extended, the fabric awning will extend over the outside dining area. Fireplace profile has been added to south elevation drawing. CORR E 3TION LTR4LA--- •3n JAN ,1 2008 t✓t�tM l Uti 1 -tr C C: Sheet A6.3 The pop up on exterior fireplace has been deleted. Please note west fireplace has been deleted altogether. Color and Materials Board Board is enclosed depicting retractable awning material / entry awning material and stone for exterior patio. Thank you, Sergio Chin -Ley CORRECTION mil- 317 1 JAN ,1 2008 �EHMI f LEN qtr Chin - Ley /Reche Associates 1516 Melrose Avenue Suite 200 Seattle, Washington 98122 206.938.1501 tel 206.935.3449 fax Memorandum Date: To: Project: CC: 01.09.08 say 'two David McPherson Public Works Department Project Number D07 -317 — Duke's Chowderhouse Response to Correction Letter #2 Mr. McPherson, In response to your correction letter #2: Base building (Westfield) has already permitted and installed the grease interceptor for this project. The connection from interceptor to sanitary sewer has also been permitted and installed. Please contact Brian Low at Westfield for verification (636) 368 -2168. Thank you, Sergio Chin -Ley CORRE TION LTR# 1)0 JAN 1 0 2008 *7* 3 1* „ER. l CENTtr 01 -08 -2008 SERGIO CHIN -LEY 1516 MELROSE AV, #200 SEATTLE WA 98122 RE: Permit Application No. D07 -317 757 SOUTHCENTER MALL TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 08/23/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical 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 02/19/2008 . 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 02/19/2008. 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, xc: er Marshall t Technician Permit File No. D07 -317 City of Tukwila 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 November 20, 2007 Sergio Chin -Ley 1516 Melrose Ave #200 Seattle WA 98122 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -317 Duke's Chowderhouse — XXX Southcenter Mall Dear Mr. Chin -Ley, This letter is to inform you of corrections that must be addressed before your development permits) 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 Planning, and Public Works Departments. At this time the Building and Fire Departments have no comments. Planning Department: Public Works Department: Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Moira Carr Bradshaw, at 206 431 -3651, if you have questions regarding the attached memo. David McPherson, at 206 431 -2448, if you have question 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 messenger service. Sincerely, OA4k.Qni` Bill Rambo Permit Technician encl File No. D07 -317 P:\Permit Center Correction Letters \2007\D07 -317 Correction Ltr #1.DOC wer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Interdepartmental Memorandum From: Moira Carr Bradshaw, Senior Planner Department of Community Development Planning Division 206 431 3651; mbradshaw @ci.tukwila.wa.us Date: 29 October 2007 Subject: D07 -317 — Duke's Chowderhouse; Correction #2 Sheet A 2.0 Please identify where 42 inch high planters - Note 8 - will be located. We think that the height of the planters should be reduced to a maximum height of 30 inches. Plants will provide additional height and in essence allow the visual height to extend up to the top of the column bases. Our goal is to ensure that visibility into the patio and restaurant space is preserved and that customers when sitting in the patio may view out. Please provide: • a planting plan with specifications and details for materials and planting and how the planters will be drained; and • a drawing that shows the dimensions and material of the planters. Sheet A6.1 Please correct drawing 2 by labeling it "east" elevation and extend the drawing to the south to include the exterior improvements - including the: • patio area with planters, posts, beams, fireplace; • east facing exterior entry, and • the canopy profile over the south facing entry. Please identify on drawing 3 how the drainage for the canopies will be collected and disposed. Sheet A 6.3 Please eliminate the pop up on the two exterior fireplaces. The dimensions of the two fireplaces are different and not currently shown on the elevations. The scale and relationship of the proposed fireplaces relative to the patio elements is needed. Color and Materials Board Please provide sample material for both the patio awning and entry awning and for the stone to be used on the patio fireplaces. \ \Tuk2 \vo13\HOME\MOIRA\mall\D07 -317 dukes #2.doc PROJECT: PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: November 8, 2007 Duke's Chowderhouse 633 Southcenter Mall Miscellaneous Review Comments REVIEW #: 1 PERMIT NO: D07 -317 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 is tied to the sanitary sewer via the grease interceptor. Include construction cost estimate. (P:Laurie Admin/Joanna/Comments 1 D07 -317 PW) - 1 September 11, 2007 Sergio Chin -Ley 1516 Melrose Ave #200 Seattle WA 98122 City of Tukwila ila Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 1 Development Permit Application D07 -317 Duke's Chowderhouse — XXXX Southcenter Mall Dear Mr. Chin -Ley: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on September 10, 2007 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the attached comments. Planning Department: Brandon Miles at 206 431 -3684 if you have any questions concerning the attached comments. Public Works Department: Joanna Spencer at 206 431 -2440 if you have any questions concerning the following comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. P:\Permit Center\Incomplete Letters\2007\DO7 -317 Incomplete Ltr #1.DOC jem 1. Submit King County Non- Residential Sewer Use Certification, form is attached. 2. An outside grease interceptor is required per Tukwila design standards. See detail SS -14, attached. 3. Submit plan prepared by a Washington State licensed engineer showing how the restaurant is tied to the sanitary sewer via the grease interceptor. Include construction cost estimate. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Enclosures File: D07 -317 In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician Determination of Completeness Memo Date: September 11, 2007 Project Name: Dukes Chowderhouse Permit #: D07-317 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (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 plans refer to outdated 2003 (WSEC). In addition the energy code compliance forms submitted reference 2004 (Seattle) energy code. Review plans to show compliance and make reference to the current 2006 WSEC. Provide a revised project summary with lighting summary that show compliance with the 2006 Washington State's Non - Residential Energy Code (NREC). Form is available on line. Should there be questions concerning the above requirements, contact the Building Division at 206.431 -3670. No further comments at this time. Interdepartmental Memorandum To: Permit Division From: Moira Carr Bradshaw, Senior Planner Department of Community Development Planning Division 206 431 3651; mbradshaw @ci.tukwila.wa.us Date: 11 September 2007 Subject: D07 -317 — Duke's Chowderhouse Exterior facing tenants are required to submit with building permit application: 1. a color and materials board; and 2. a site plan showing location of patio relative to the curb and sidewalk furnishings 3. Exterior west facing elevation For your information: Please provide material information on awning and awning support beam. Sign permit application will be required for any exterior facing signs that are visible from the adjacent streets. Q:\mafl1D07 -317 duke's.doc Chin - Ley /Reche Associates 1516 Melrose Avenue Suite 200 Seattle, Washington 98122 206.938.1501 tel 206.935.3449 fax Transmittal Date: 06.26.2007 To: Jennifer Marshall Tukwila Permit Center 6300 Southcenter Blvd. #100 Tukwila, WA 98188 Project: Duke's Chowderhouse Southcenter #D07 -317 Thank you, ,7 Z.■3'■ Dan Edleson -Stein Jennifer, Enclosed in this package please find the items requested. 1. An updated lighting summary using the 2006 Washington State Energy Code. 2. A colors and materials board. 3. A print out of the exterior elevation, which is the south side of the building, not the west side. 4. Four copies of a site plan at 1/4" = 1' that show the location of the patio relative to the curb and sidewalk furnishings. 5. As discussed with planner, the exterior trellis is under separate permit. 6. According to the Landlord the grease interceptor has already been approved by the city of Tukwila. The Sewer User Certification form has been signed and included in the package. Public Health Seattle & King County HEALTHY PEOPLE. HEALTHY COMMUNITIES. David Fleming, MD, Director and Health Officer August 8, 2007 Dan Edleson Chin - Ley /Reche Associates 1516 Melrose Ave, Ste 200 Seattle, WA 98122 RE: PLANS AND SPECIFICATIONS FOR: Duke's Chowderhouse at 633 Southcenter, Tukwila, WA (98188) SR1144010 P/E 6743 (Risk 3; over 250 seats) Dear Mr. Edleson: 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 (SR1144010). 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 6100.00 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: G. Duke Moscrip, Duke's Chowderhouse 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 b() t s City of Seattle Gregory J. Nickels, Mayor R E King County Ron Sims, Executive SEP 10 2001 [Date] Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 Tenant Acknowledgment Letter Tenant improvement permit for [tenant name], Tukwila Permit No. , b O 7 3 / 7 is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy (i.e. Open for Business) for the herein named tenant space will not be issued until the "shell" Building Permit No. D06 -147 has received fmal inspection approval from the Building Division. Lv This condition is hereby acknowledged by: Title': ff // / elf Name: NLC S 3 U/ e4 -h/ e L f L ah `4v S-c LL C RECEIVED FEB, 15 2008 PERMIT CENTER 1 Note that the letter is to be signed by the responsible officer of the tenant (ie business manager, business president, vice president, CEO etc). The contractor, contact person for the project nor the architect will not be acceptable. ACTIVITY NUMBER: D07 -317 DATE: 05 -12 -08 PROJECT NAME: DUKE'S CHOWDERHOUSE SITE ADDRESS: 757 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 X Revision # 1 After Permit Issued DEPARTMENTS: Building Division ❑ Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESJTHURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06 -12 -08 11 Approved El Approved with Conditions N ot 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 stip.doc 2 -28.02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention ❑ Structural Incomplete Structural Review Required DUE DATE: 05 -15 -08 Not Applicable ❑ No further Review Required /Vl ,4 )k 4 4 5 " 72-41 Planning Division Permit Coordinator lt ACTIVITY NUMBER: D07 -317 DATE: 04 -21 -08 PROJECT NAME: DUKE'S CHOWDER HOUSE SITE ADDRESS: 757 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: PLAN REVIEW /ROUTING SLIP ERMIT COORD COPY Fire Prevention Public Works ❑ Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete rv Comments: Incomplete ❑ b-ob Planng � Division Permit Coordinator ❑ DUE DATE: 04-24-08 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 No further Review Required DATE: DUE DATE: 05-22 -08 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments), Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 'ID Ob Departments issued corrections: Bldg ❑ Fire ❑ Ping I PW ❑ Staff Initials: �� PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -317 DATE: 01 -10 -08 PROJECT NAME: DUKE'S CHOWDERHOUSE SITE ADDRESS: 757 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Building Division ❑ rli gnrks (l DETERMINATION OF COMPLETENESS: (Tues., Thurs.) OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: DUE DATE: 02 -14 -08 Approved ❑ Approved with Conditions Ef Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2.21.02 Incomplete Structural Review Required Fire Prevention ❑ Planning Division X Structural ❑ Permit Coordinator ty: DUE DATE: 01 -17 -08 Not Applicable ❑ No further Review Required Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -317 DATE: 10 -10 -07 PROJECT NAME: DUKE'S CHOWDERHOUSE SITE ADDRESS: XXX SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS: w .api Bui ; ing'DivisIon Pudic W ks IZA F041 TERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Documentslrouting siip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: DATE: Planning Division Permit Coordinator DUE DATE: 10-1 1-07 Not Applicable C Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DUE DATE: 11-08-07 Approved n Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPART ENTS: u ;ing rblvision Public Works S wfl�, A i Complete �ERMI�' COORD COPY `` PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -317 DATE: 09 -10 -07 PROJECT NAME: DUKE'S CHOWDERHOUSE SITE ADDRESS: XXX SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued ERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: -1 n t- 01 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg gi Fire ❑ Ping I, PW ttl. Staff Initials: Y i� TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 Fire revention Structural Incomplete Planning Division Permit Coordinator DUE DATE: 09 -11 -07 Not Applicable DUE DATE: 10-09 -07 Approved El Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 D'{ 2-(k — D 0 Vit S ummary of Revision: f 10/ ff 1.4i - Ott NI Vi!aCIA, FdYi 4 Q v102- e Phil o Received by: yQyi) 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: Received by: PROJECT NAME: SITE ADDRESS: 14 - MKL1 REVISION LOG PERMIT NO: 100- ,- ORIGINAL ISSUE DATE: alicloq (please print) (please print) ease print) (please print) (please print) Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax etc. Date: ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 7h 14. i4lo s C.4 g r Project Address: - ? 57 5 Cr /A , M4 Contact Person: \ Ohir, - L Phone Number: a46. S - / Summary of Revision: Re se P(v,, r, � e-aar ")-,-., 7 n p47tear ca 7D • Z /�S < - (41. h'14 { > b 4'; far; - "-ha 4 det . is J 4 ..- .th 3 - �' lam- e A f v: �-� � tf), Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: E' Entered in Permits Plus on S - 11=0k Vpphc atimsslforms- applications on linelrevision submittal Created: 8 -13 -2004 tt.vs..a• 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 Plan Check/Permit Number: UD7 - 3 /7 Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED Jl i v OF'TLJKWJ[ A MAY 12 200$ CENTER Project Name: Da ke s 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: //w sw.ci.tukwila.wa.us • Date: /7 / Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Er Revision # / after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner 1 07- 3/7 Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. erry op i A APR 21 2006 PER16117 Ctsi t Grp Project Address: 757 So (4l�ce�t4,- /1-14.// keul k t WA F-� Contact Person: 6 d 0_4 In - Le7 Phone Number: .20 G — F Summary of Revision: �lc-., d4 ; rfrie r ` � /LC't�, 5 ae..) bceddl Sheet Number(s): A 4. "Cloud" or highlight all areas of revision including date of revision t� Received at the City of Tukwila Permit Center by: Ikr Entered in Permits Plus on \applicationslfom2s- applications on l nerevision submittal Created: 8 -13 -2004 RovicoA. Gv ; 1 q ,.S r46 2 /44 A ems, 4../- / rteo L4 .�a. od - / 47 ; , dam Tv . / s hi t �/ hr LJhc� /e S' /P -rts», 7� (/ e_1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 . )o a7 Plan Check/Permit Number: D07 -317 ❑ 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: Duke's Chowderhouse 5 Project Address: outhcenter Mall Contact Person: Sergio Chin -Ley Phone Number: - 7491. 4 / 3 8 / S U Summary of Revision: 5 , rarg-C'1$ f9 WirrAV2.0) . Sheet Number(s): f ; o If 6,1 I iq 6. "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 0 —0 R \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OFTUKWI A 1JAN 10 70113 /0 .g. 07 City of Tukwila Date: 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 1 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: Response to Incomplete Letter # ),y. Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner 7Ju k ' lv 33 4�� A ee�e..--. f' Contact Person: SC�LIs A. CPA' Phone Number: Summary of Revision: R 4 / Project Name: Project Address: Is Entered at the City of Tukwila Permit Center b s Entered in Permits Plus on 0 \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director X0 3/7 c14 OFTV OCT 0 2001 PERMIT CE NTER T.-06 $ 918 - ' 3_ / Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision License Information License DURENHL016CC Licensee Name DUREN HEWITT LLC Licensee Type CONSTRUCTION CONTRACTOR UBI 601921633 Ind. Ins. Account Id 97512000 Business Type LIMITED LIABILITY COMPANY Address 1 1045 12TH AVE NW F -5 Address 2 City ISSAQUAH County KING State WA Zip 98027 Phone 4255578117 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 2/3/1999 Expiration Date 4/12/2008 Suspend Date Separation Date Parent Company Previous License HEWITCC077DD 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 SB8329 01/13/2002 Until Cancelled 02/25/2008 $12,000.00 01/18/2002 #1 CBIC SB8329 01/13/1999 01/13/2002 $6,000.00 Business Owner Information Name Role Effective Date Expiration Date HEWITT, FLOYD L PARTNER/MEMBER 01/01/1980 DUREN, GREG PARTNER/MEMBER 01/01/1980 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= DURENHL016CC 02/15/2008 il. NO .__ ____ EXIT PLA SCALE: 1 /8" = 1' -0" GENERAL \OTES 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 50 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 50 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 CEILINGS 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 LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE 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 ALL 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 0THERWISE. 17. MECHANICAL, PLUMBING & ELECTRICAL SHALL BE DESIGN BUILD UNLESS OTHERWISE REQUIRED BY LOCAL JURISDICTION. 18. MECHANICAL, PLUMBING & ELECTRICAL DESIGN BUILD. PROVIDE SCHEMATIC DRAWINGS TO OWNER FOR REVIEW AND WRITTEN APPROVAL. PROVIDE 0PERA11ONAL 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. 20. THE DESIGNER AND /OR THE OWNER WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS OR PROGRAMS IN CONNECTION WITH THE WORK. THE DESIGNER AND /OR THE OWNER WILL NOT BE RESPONSIBLE FOR THE ACTS OR OMISSIONS OF ANY CONTRACTORS, SUBCONTRACTORS, OR ANY OF 11 -IEIR AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. sTHRAGE oCC. LOAD 18 DINING 10061 DINING 1 0 OGD. LOAD 16 EMPL0YEE BREAK 014 1 1 1 DM 117 D EXIT EJOSTING ADJACENT TENANT 0CC. LOAD 135 BACK BAR 1 011 FRONTBAR DINING OU TDO O R 1 002 1 SEATING cg 4.- oGG LOAD 55 DTI DINING 1 0221 MALL PLOT PLAN SCALE: NOT TO SCALE LEGEND 1 ELEVATION SHEET NUMBER DETAIL SHEET NUMBER SECTION SHEET NUMBER ARCHITECTURAL CEILING TYPE CEILING HEIGHT ABBREVIATIO\ 4T-s . l A sw,d I ASS DON 3F -F --' SEATxc INTERIOR ELEVATION DETAILS BUILDING SECTIONS REVISIONS CEILING NOTE S ACT = ACOUSTICAL CEILING 11LE AFP = ACOUSTICAL FABRIC PANEL 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 INDEX OF DRAWI \GS A1.0 COVER SHEET A2.0 C0NSTRUC11ON PLAN A3 -0 SEATING PLAN A3.1 POS PLAN A4.0 REFLECTED CEILING PLAN A5.0 FINISH PLAN A6.0 ELEVATIONS A6.1 ELEVATIONS A6.2 ELEVATIONS A6.3 ELEVATIONS A7.0 DETAILS macys FOUR LEVELS xsquTa ,cLS1oNr9. . " sEAmic mar. r_ » KC -1 KC -2 KC -2.1 KC -3 KC -4 KC -4.1 KC -5 KC -5.1 KC -6 1 AT&T 10&5111 . 1 T S HM = HOLLOW METAL 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. EQUIPMENT PLAN PLUMBING PLAN BEVERAGE CHASE ELECTRIC PLAN ELEVATIONS AND KEY ELEVATIONS AND KEY HOOD DWGS HOOD FAN DWGS BAR PLAN WALL TYPES ENLARGED PLANS /DETAILS COLUMNS OR GRID LINES TEMPERED GLASS SPANDREL GLASS By CODE COMPLIANCE 1 a g',yI n Cif Tl.l`��ol'a ISION ) '7 ..' f' > „� + an o; s i.t�e a a' ^; n revit 'vF :ems. 1.. City of Tukwila BUILDING DIVISION 1M Idol I�f� ie Y. 1 hY perry OZ Okd A kl� R*fAO d ;5C t It 0. d QIAb h i . s 01 �I�IL 7MT N cF THE NOREREST WRIER R ¢ TIE DENTWAST QUARTER OF • IONi°JP 23 NORTH, RANGE 4 EAST, EEL N 1016 COUNTY. BAS15 O10k AMC CE •L N0[0 O I EAST DRTER CF IFF I4i61 EIT WHITEN Cc SAN =TN Tit AM OF 1E SOLTTIREST CUMITZT Or RE scusEAsT Gomm SS WNW RAMC 4 EAST. IX, I Mum fl€ Rti swami AM OF SE SC I T WARIER OF NNE SLUTHAEST 0U11RHER ti 540 9E0331 24 A CF IE NIEEWPDNI AL'ORION W WATTLE. ACCOROI FE C TO RAT RECORDED 1 01011E 1 TO CF RATS AT PA/E(5) 55, N NEY. KEG CO INSWIGTEW 0tl70 AND CF RYALE WW1 TRACTS, =amp To RAT IECLYCED N maim 10 cr ATS R P 47. 1 AN 1 p01A 7101 !1133 CL CONTY W61 AN N0. piC{gt: 40. DECREED AS MIRT AY (RO COMER= AT WE N0RSEAsT CCI9fN 114 THE soma= OONtkR W TIE NORTHEAST O1MER OF SAD SECDON 2k ThDEE L 114' e F 001201 WST ALPO IE N0RTWERLY PRCNMC70E CF THE EAST sow 2.,d.r 40547 5 • TIE E S0UC 23 R EAST 0TD5 OF SAC carom 23 1FETICE NORM 1,0''24 TEST ALOC C K SA INN CIE I79�11 FEET 10 MN U DD PITERELITON WM A E WHICH BEARS NORTH em EAST TROT A PENT PI TFE SaIDR Loa or 502 =WI WEN 23. W 15 341.40 FEET EAST OF SE SOMMEST COMER OT THE • .sr WAREN O: SAC SECTION 23. TINE Sarni 574791 110 TIE E PH7R OF FUTURE RETAIL TWO LEVELS wznn LEGAL DESCRIPTIO SCOPE OF WOR TENANT IMPROVEMENT PER THE ATTACHED DRAWINGS. REFER TO BASE BUILDING PERMIT FOR LOT SIZE, SETBACKS, PARKING AND PATH OF TRAVEL INFORMATION. NO STRUCTURAL WORK. DEFERRED SUBMITTALS 1. ELECTRICAL DRAWINGS 2. FIRE & MECHANICAL DRAWINGS 3. PLUMBING DRAWINGS 4. SIGNAGE DRAWINGS PROJECT STATISTICS PROJECT ADDRESS: CODES USED: ZONING: TYPE OF CONSTRUCTION: TAX PARCEL NO.: PROJECT AREA: STORY: TOTAL FIRST FLOOR AREA: BASE BUILDING: OCCUPANCY LOAD SPACE DESCRIPTION: SQ. FT. /OCCUPANT LOAD FACTOR NORDSTROM STORAGE LEGEND S? , Sr TENANT S1700A 200 ST70� 120 5 7r51c 175 THREE L VELS PROJECT LOCATION SEPARATE PERMIT REQUIRED FOR: KIEfectrica1 ` Plumbing [(Gas Piping City of Tukwila BUILDING DIVISION 1 DINING: KITCHEN /BAR: STORAGE: TOTAL OCCUPANCY: = 235 OCCUPANCY GROUP: NUMBER OF EXITS REQUIRED: LENGTH TO EXIT: MINIMUM DISTANCE TO EXIT: 'MINCE NORTH mina- wows small 1331775 TENS NOFM 577513 712342 sOUTR 70,739 1147 33 FEET TO TIE MT RUSE OF AM MER P.M NE wsr 4Z F$0 TEST 1 52 FEtiD CFST 355.64 FEET 10 TE TOWN OE OF VIE SIAM 4U.W FEET SINCE SOUTH 031930 TEST 1400 FEET: '!ONCE IQGN 57'4057 TEST 11150 F}ET TFEREE 5011TH OO' 1530- MGT 3553 7. O 'DtI 1A[Di 57 MFS • FT TIKE SOUTH 009536' VEST 4237 FEET: 4BUE NORM 97'4024 TENT 7200 FEET: SPENCE SWTH 009900 TEST 75.00 FEED ILIA NIAM 97'5024 NEST 2200o two mace NCRTIH C W% EAST 130.17 FIEF. 'BEARE Nacre 97'1@4' 77103 HEO TIKE NORM 009035 EAST 1030.3 FEET TO TEE WESTERLY ERIN-SON OF TIE I 'FE SOUTHEAST WARIER or SAC =EN 23; vela TERM 97'4024 TEST ALONG SAD E RE NS01 10.50 RIO TIERCE NORTH 051235' EASE 40.00 FEET.` TIERCE NORTH 57'4024' TEST 151.90 FEET HIKE HA[M =7735 FAST 750.45 FEET >D THE N0RDEAST C0NER OF THAT ponoNor TNAA,T SWRCENTER PNKRAY YACAIFD By 00)•4ANt N0. 905. CRY CF AS IECLICFD imam iEi000NC N6 5516730. N IOC 001N1. I0S0101 *1. SLD NONIEA."T WWII ALSO SFJIC A PONT ON A 555379 FOOT RAL91S G1E CONCATE TO 7!E v.Iu 1st 010091 WWII A RACAL LRE SEARS SWR• 043CH2- EAST.THENCE MIST AMINO SAC WISE RAIN THE SCUILEASTERLT NM9N OF SAD 372111CDTIER PNHKWAT, 26230 FEET TO A PONT CF COMPOUND CURE TOME PROJECT TEAV OWNER: 3413/15 = 227 1456/200 = 7 341/300 = 1 DUKE MOSCRIP 7858 GREENLAKE DRIVE N. SEATTLE, WA. 98103 (206) 261 -0384 LANDLORD: WESTFIELD ARCHITECT OF RECORD 11601 WILSHIRE BOULEVARD, 11TH FLOOR LOS ANGELES, CA 90025 -1748 T: 310 478 4456 F: 310 478 4468 DESIGNER: CHIN - LEY /RECHE ASSOCIATES 1516 MELROSE AVENUE, SUITE 200 SEATTLE, WA 98122 (206) 938 -1501 (206) 935 -3449 FAX SERGIO CHIN -LEY PROJECT L0CA11ON ,r .. , ;. sY ST q3 1 754 1 +f 1 Lr . VICI \ITY PLA\ 644 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 2006 INTERNATIONAL BUILDING CODE WASHINGTON STATE ADMENDMENTS TO IBC JULY 1, 2005 2003 WASHINGTON STATE ENERGY CODE ICC /ANSI A11.7.1-2003 TUKWILA URBAN CENTER (TUC) TYPE II -B UNPROTECTED NON - COMBUSTIBLE, SPRINKLERED 537920 -0240 6,510 SF 1ST FLOOR /LOWER FLOOR 663,727 SF UNDER SEPARATE SHELL PERMIT A -2 2 68' --8" 124' X 33% = 40' 1D07 G1Io i0p d PLU LEFT CF A 3107 row HAMM t Few ALONG SAID CURIE 3739 FEET TO THE MOST OF A TRACT OF LANG 03nE1'ED W RE UTY IF TUOU.A By @ND Rum= X10 , . 9916211 IN KIN COUNT'S TOASHOHTOt sour C01A1NE SUTlRESIEHLY ALCM SAID CURE NC SOUDEAS1FALY mom 312.17 FEEL: 114115E SWTN 33333Y TEST AL rNc SUER Y WSW 17.04 FED W TIE EASTERLY WARM OF SAD 90URHCflil62 PARKWAY (FCI94SM-Y 57114 MERE w9 70 1FE QIY OF TUKWILA NC RE(9i0ED UDER RE7:0R0NC Nl ThINCE SOUTH 0321 EAST NDIC SAC EAST WARM 47$12 FEET TO AN max f57U mum w arm scull =MS FAST ALCM SAC EST WR1a1 53,44 FEET 1114E WITIFERLY LEE CF lE WHINY DINT CF MCAT; 11400E mum 125.•42• EAST ALONG SAC NORDIRLY LIE 931 FEET 10 TFE LEE CF EASTERLY STATE IIIWITAY RENT OF TAT: TNOCE ROLM COONS EAST ALONG SAC EAS199X LIE 15450 FEET TO TIE SCLIThELSIEFLY LIE CF SAC RCM CF NAY; TfNCE SOUTH 432505 11E4T Mae SAC SOITFAS RLY UNE 974 FED TO TFE "FORESAW EAST WIR31 OF SW&ICCIIER PARKIIA7; ITEM SOUTH 002345 EAST MONO SAC EASY YAWN 471.49 FEET TO THE Hfa/N0 OF A CURIE TO TE LEFT (F A 33 EWE MOTS: v BI \G CALC. SPACE DESCRIPTION: SQ. FT. /OCCUPANT LOAD FACTOR DINING: 3413/30 = 113 TOTAL OCCUPANCY: 113 TOTAL OCCUPANCY PER GENDER: 57 NO. OF MALE WATER CLOSETS REQ'D: 2 NO. OF FEMALE WATER CLOSETS REQ'D: 2 NO. OF LAVATORIES REQ'D (MALE /FEMALE): 2 KITCHEN DESIGNER: . "- -. .�� s D014- MEN GE MENG SLID CUM 7770 FEET TD A F04T UTV TA SIDef IN liE N ORM TIE OF STRAMER 9010.EYAR0 CFORIERLY 521401 IG481 STREET). AS DEEDED TO 1FE cnY cc 11.11010A BY GIRT CLAN DEED Rai SOUMOHHER CLECKETATaI ql FEHAIARY al NE SOUYI 6512622 FAST AWN SAW NORTH LNE 551.31 FEED TRICE S019N 12^3055 EAST AM SAO FICRih LIE 120532 FEET TO WE NEEWNINS 0F A 481E W DE LEFT OF A 5 L THENCE AD ONO S CLEM 7.14 FEET FEET 10 TO TIE TEST LOE CF AFCMER PPM 1152 AS DEEM) 10 THE STY OF TUKWILA HY OUT U.ANI DEED F1101 SCUD1mITER ON 1 WE 1. 1i52: MINCE NORTH 071237 HEST MDR SAC NEST UE 193233 FEET TO TRUE PONT OF T 17 I06 1 Nif 0 AIL BL*3, STRUCTURES AND L E t'ATED ON SAC EMC AS OWED 'DEMO As CF DEOWE t 17. 7765 As cPRET® BY DEED IEWZOD VIER FEca07E Na. 1135 - 011100E1!ER TINT A REIERO MY HEIST Nun BIADN7s smucTURES APO MNOWIE EIS • THE MI6 OF If AAECID AMD RESTATED GRIMM LEA$, DATD 1786 PRIM 7 '23 INCH WAS FECOTBFD IMER RECORDING NEWER 5512171133. DE SWTEAS; TFIRCOIH NIaE A RACIAL LIE ECU S 5011Th D43432• EAST JOHN SERKLAND 5220 ROOSEVELT WAY NE SEATTLE, WA 98105 (206) 523 -5519 (206) 523 -0554 SERKLAND@JPS.NET SMITH & GREENE CO. 19015 66TH AVE S, KENT, WA 98032 (425) 988 -6618 (425) 988 -6718 FAX -3 4 SEP 10 2001 Duke's Southcenter ARCHITECT OF RECORD John Serkland Architects 522b Roosevelt Way NE Seattle, Washington 98105 206,523.5519 Telephone 206.523.0554 Fax DESIGN Chin- Ley/Reche Associates 1516 Melrose Avenue Suite 200 Seattle, Washington 98122 206.938.1501 Telephone 206.935.3449 Fax E P. SERKLA ND STA,4 OF WASHII'GTC'r DATE 8.20.07 PERMIT SET PROJECT NO. DESCR DATE 08.20.07 DRAWING TITLE COVER SHEET DRAWING NUMBER A1.0 SUMO SS EXIT PLA SCALE: 1 /8" = 1' -0" GENERAL \OTES 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 50 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 50 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 CEILINGS 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 LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE 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 ALL 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 0THERWISE. 17. MECHANICAL, PLUMBING & ELECTRICAL SHALL BE DESIGN BUILD UNLESS OTHERWISE REQUIRED BY LOCAL JURISDICTION. 18. MECHANICAL, PLUMBING & ELECTRICAL DESIGN BUILD. PROVIDE SCHEMATIC DRAWINGS TO OWNER FOR REVIEW AND WRITTEN APPROVAL. PROVIDE 0PERA11ONAL 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. 20. THE DESIGNER AND /OR THE OWNER WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS OR PROGRAMS IN CONNECTION WITH THE WORK. THE DESIGNER AND /OR THE OWNER WILL NOT BE RESPONSIBLE FOR THE ACTS OR OMISSIONS OF ANY CONTRACTORS, SUBCONTRACTORS, OR ANY OF 11 -IEIR AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. sTHRAGE oCC. LOAD 18 DINING 10061 DINING 1 0 OGD. LOAD 16 EMPL0YEE BREAK 014 1 1 1 DM 117 D EXIT EJOSTING ADJACENT TENANT 0CC. LOAD 135 BACK BAR 1 011 FRONTBAR DINING OU TDO O R 1 002 1 SEATING cg 4.- oGG LOAD 55 DTI DINING 1 0221 MALL PLOT PLAN SCALE: NOT TO SCALE LEGEND 1 ELEVATION SHEET NUMBER DETAIL SHEET NUMBER SECTION SHEET NUMBER ARCHITECTURAL CEILING TYPE CEILING HEIGHT ABBREVIATIO\ 4T-s . l A sw,d I ASS DON 3F -F --' SEATxc INTERIOR ELEVATION DETAILS BUILDING SECTIONS REVISIONS CEILING NOTE S ACT = ACOUSTICAL CEILING 11LE AFP = ACOUSTICAL FABRIC PANEL 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 INDEX OF DRAWI \GS A1.0 COVER SHEET A2.0 C0NSTRUC11ON PLAN A3 -0 SEATING PLAN A3.1 POS PLAN A4.0 REFLECTED CEILING PLAN A5.0 FINISH PLAN A6.0 ELEVATIONS A6.1 ELEVATIONS A6.2 ELEVATIONS A6.3 ELEVATIONS A7.0 DETAILS macys FOUR LEVELS xsquTa ,cLS1oNr9. . " sEAmic mar. r_ » KC -1 KC -2 KC -2.1 KC -3 KC -4 KC -4.1 KC -5 KC -5.1 KC -6 1 AT&T 10&5111 . 1 T S HM = HOLLOW METAL 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. EQUIPMENT PLAN PLUMBING PLAN BEVERAGE CHASE ELECTRIC PLAN ELEVATIONS AND KEY ELEVATIONS AND KEY HOOD DWGS HOOD FAN DWGS BAR PLAN WALL TYPES ENLARGED PLANS /DETAILS COLUMNS OR GRID LINES TEMPERED GLASS SPANDREL GLASS By CODE COMPLIANCE 1 a g',yI n Cif Tl.l`��ol'a ISION ) '7 ..' f' > „� + an o; s i.t�e a a' ^; n revit 'vF :ems. 1.. City of Tukwila BUILDING DIVISION 1M Idol I�f� ie Y. 1 hY perry OZ Okd A kl� R*fAO d ;5C t It 0. d QIAb h i . s 01 �I�IL 7MT N cF THE NOREREST WRIER R ¢ TIE DENTWAST QUARTER OF • IONi°JP 23 NORTH, RANGE 4 EAST, EEL N 1016 COUNTY. BAS15 O10k AMC CE •L N0[0 O I EAST DRTER CF IFF I4i61 EIT WHITEN Cc SAN =TN Tit AM OF 1E SOLTTIREST CUMITZT Or RE scusEAsT Gomm SS WNW RAMC 4 EAST. IX, I Mum fl€ Rti swami AM OF SE SC I T WARIER OF NNE SLUTHAEST 0U11RHER ti 540 9E0331 24 A CF IE NIEEWPDNI AL'ORION W WATTLE. ACCOROI FE C TO RAT RECORDED 1 01011E 1 TO CF RATS AT PA/E(5) 55, N NEY. KEG CO INSWIGTEW 0tl70 AND CF RYALE WW1 TRACTS, =amp To RAT IECLYCED N maim 10 cr ATS R P 47. 1 AN 1 p01A 7101 !1133 CL CONTY W61 AN N0. piC{gt: 40. DECREED AS MIRT AY (RO COMER= AT WE N0RSEAsT CCI9fN 114 THE soma= OONtkR W TIE NORTHEAST O1MER OF SAD SECDON 2k ThDEE L 114' e F 001201 WST ALPO IE N0RTWERLY PRCNMC70E CF THE EAST sow 2.,d.r 40547 5 • TIE E S0UC 23 R EAST 0TD5 OF SAC carom 23 1FETICE NORM 1,0''24 TEST ALOC C K SA INN CIE I79�11 FEET 10 MN U DD PITERELITON WM A E WHICH BEARS NORTH em EAST TROT A PENT PI TFE SaIDR Loa or 502 =WI WEN 23. W 15 341.40 FEET EAST OF SE SOMMEST COMER OT THE • .sr WAREN O: SAC SECTION 23. TINE Sarni 574791 110 TIE E PH7R OF FUTURE RETAIL TWO LEVELS wznn LEGAL DESCRIPTIO SCOPE OF WOR TENANT IMPROVEMENT PER THE ATTACHED DRAWINGS. REFER TO BASE BUILDING PERMIT FOR LOT SIZE, SETBACKS, PARKING AND PATH OF TRAVEL INFORMATION. NO STRUCTURAL WORK. DEFERRED SUBMITTALS 1. ELECTRICAL DRAWINGS 2. FIRE & MECHANICAL DRAWINGS 3. PLUMBING DRAWINGS 4. SIGNAGE DRAWINGS PROJECT STATISTICS PROJECT ADDRESS: CODES USED: ZONING: TYPE OF CONSTRUCTION: TAX PARCEL NO.: PROJECT AREA: STORY: TOTAL FIRST FLOOR AREA: BASE BUILDING: OCCUPANCY LOAD SPACE DESCRIPTION: SQ. FT. /OCCUPANT LOAD FACTOR NORDSTROM STORAGE LEGEND S? , Sr TENANT S1700A 200 ST70� 120 5 7r51c 175 THREE L VELS PROJECT LOCATION SEPARATE PERMIT REQUIRED FOR: KIEfectrica1 ` Plumbing [(Gas Piping City of Tukwila BUILDING DIVISION 1 DINING: KITCHEN /BAR: STORAGE: TOTAL OCCUPANCY: = 235 OCCUPANCY GROUP: NUMBER OF EXITS REQUIRED: LENGTH TO EXIT: MINIMUM DISTANCE TO EXIT: 'MINCE NORTH mina- wows small 1331775 TENS NOFM 577513 712342 sOUTR 70,739 1147 33 FEET TO TIE MT RUSE OF AM MER P.M NE wsr 4Z F$0 TEST 1 52 FEtiD CFST 355.64 FEET 10 TE TOWN OE OF VIE SIAM 4U.W FEET SINCE SOUTH 031930 TEST 1400 FEET: '!ONCE IQGN 57'4057 TEST 11150 F}ET TFEREE 5011TH OO' 1530- MGT 3553 7. O 'DtI 1A[Di 57 MFS • FT TIKE SOUTH 009536' VEST 4237 FEET: 4BUE NORM 97'4024 TENT 7200 FEET: SPENCE SWTH 009900 TEST 75.00 FEED ILIA NIAM 97'5024 NEST 2200o two mace NCRTIH C W% EAST 130.17 FIEF. 'BEARE Nacre 97'1@4' 77103 HEO TIKE NORM 009035 EAST 1030.3 FEET TO TEE WESTERLY ERIN-SON OF TIE I 'FE SOUTHEAST WARIER or SAC =EN 23; vela TERM 97'4024 TEST ALONG SAD E RE NS01 10.50 RIO TIERCE NORTH 051235' EASE 40.00 FEET.` TIERCE NORTH 57'4024' TEST 151.90 FEET HIKE HA[M =7735 FAST 750.45 FEET >D THE N0RDEAST C0NER OF THAT ponoNor TNAA,T SWRCENTER PNKRAY YACAIFD By 00)•4ANt N0. 905. CRY CF AS IECLICFD imam iEi000NC N6 5516730. N IOC 001N1. I0S0101 *1. SLD NONIEA."T WWII ALSO SFJIC A PONT ON A 555379 FOOT RAL91S G1E CONCATE TO 7!E v.Iu 1st 010091 WWII A RACAL LRE SEARS SWR• 043CH2- EAST.THENCE MIST AMINO SAC WISE RAIN THE SCUILEASTERLT NM9N OF SAD 372111CDTIER PNHKWAT, 26230 FEET TO A PONT CF COMPOUND CURE TOME PROJECT TEAV OWNER: 3413/15 = 227 1456/200 = 7 341/300 = 1 DUKE MOSCRIP 7858 GREENLAKE DRIVE N. SEATTLE, WA. 98103 (206) 261 -0384 LANDLORD: WESTFIELD ARCHITECT OF RECORD 11601 WILSHIRE BOULEVARD, 11TH FLOOR LOS ANGELES, CA 90025 -1748 T: 310 478 4456 F: 310 478 4468 DESIGNER: CHIN - LEY /RECHE ASSOCIATES 1516 MELROSE AVENUE, SUITE 200 SEATTLE, WA 98122 (206) 938 -1501 (206) 935 -3449 FAX SERGIO CHIN -LEY PROJECT L0CA11ON ,r .. , ;. sY ST q3 1 754 1 +f 1 Lr . VICI \ITY PLA\ 644 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 2006 INTERNATIONAL BUILDING CODE WASHINGTON STATE ADMENDMENTS TO IBC JULY 1, 2005 2003 WASHINGTON STATE ENERGY CODE ICC /ANSI A11.7.1-2003 TUKWILA URBAN CENTER (TUC) TYPE II -B UNPROTECTED NON - COMBUSTIBLE, SPRINKLERED 537920 -0240 6,510 SF 1ST FLOOR /LOWER FLOOR 663,727 SF UNDER SEPARATE SHELL PERMIT A -2 2 68' --8" 124' X 33% = 40' 1D07 G1Io i0p d PLU LEFT CF A 3107 row HAMM t Few ALONG SAID CURIE 3739 FEET TO THE MOST OF A TRACT OF LANG 03nE1'ED W RE UTY IF TUOU.A By @ND Rum= X10 , . 9916211 IN KIN COUNT'S TOASHOHTOt sour C01A1NE SUTlRESIEHLY ALCM SAID CURE NC SOUDEAS1FALY mom 312.17 FEEL: 114115E SWTN 33333Y TEST AL rNc SUER Y WSW 17.04 FED W TIE EASTERLY WARM OF SAD 90URHCflil62 PARKWAY (FCI94SM-Y 57114 MERE w9 70 1FE QIY OF TUKWILA NC RE(9i0ED UDER RE7:0R0NC Nl ThINCE SOUTH 0321 EAST NDIC SAC EAST WARM 47$12 FEET TO AN max f57U mum w arm scull =MS FAST ALCM SAC EST WR1a1 53,44 FEET 1114E WITIFERLY LEE CF lE WHINY DINT CF MCAT; 11400E mum 125.•42• EAST ALONG SAC NORDIRLY LIE 931 FEET 10 TFE LEE CF EASTERLY STATE IIIWITAY RENT OF TAT: TNOCE ROLM COONS EAST ALONG SAC EAS199X LIE 15450 FEET TO TIE SCLIThELSIEFLY LIE CF SAC RCM CF NAY; TfNCE SOUTH 432505 11E4T Mae SAC SOITFAS RLY UNE 974 FED TO TFE "FORESAW EAST WIR31 OF SW&ICCIIER PARKIIA7; ITEM SOUTH 002345 EAST MONO SAC EASY YAWN 471.49 FEET TO THE Hfa/N0 OF A CURIE TO TE LEFT (F A 33 EWE MOTS: v BI \G CALC. SPACE DESCRIPTION: SQ. FT. /OCCUPANT LOAD FACTOR DINING: 3413/30 = 113 TOTAL OCCUPANCY: 113 TOTAL OCCUPANCY PER GENDER: 57 NO. OF MALE WATER CLOSETS REQ'D: 2 NO. OF FEMALE WATER CLOSETS REQ'D: 2 NO. OF LAVATORIES REQ'D (MALE /FEMALE): 2 KITCHEN DESIGNER: . "- -. .�� s D014- MEN GE MENG SLID CUM 7770 FEET TD A F04T UTV TA SIDef IN liE N ORM TIE OF STRAMER 9010.EYAR0 CFORIERLY 521401 IG481 STREET). AS DEEDED TO 1FE cnY cc 11.11010A BY GIRT CLAN DEED Rai SOUMOHHER CLECKETATaI ql FEHAIARY al NE SOUYI 6512622 FAST AWN SAW NORTH LNE 551.31 FEED TRICE S019N 12^3055 EAST AM SAO FICRih LIE 120532 FEET TO WE NEEWNINS 0F A 481E W DE LEFT OF A 5 L THENCE AD ONO S CLEM 7.14 FEET FEET 10 TO TIE TEST LOE CF AFCMER PPM 1152 AS DEEM) 10 THE STY OF TUKWILA HY OUT U.ANI DEED F1101 SCUD1mITER ON 1 WE 1. 1i52: MINCE NORTH 071237 HEST MDR SAC NEST UE 193233 FEET TO TRUE PONT OF T 17 I06 1 Nif 0 AIL BL*3, STRUCTURES AND L E t'ATED ON SAC EMC AS OWED 'DEMO As CF DEOWE t 17. 7765 As cPRET® BY DEED IEWZOD VIER FEca07E Na. 1135 - 011100E1!ER TINT A REIERO MY HEIST Nun BIADN7s smucTURES APO MNOWIE EIS • THE MI6 OF If AAECID AMD RESTATED GRIMM LEA$, DATD 1786 PRIM 7 '23 INCH WAS FECOTBFD IMER RECORDING NEWER 5512171133. DE SWTEAS; TFIRCOIH NIaE A RACIAL LIE ECU S 5011Th D43432• EAST JOHN SERKLAND 5220 ROOSEVELT WAY NE SEATTLE, WA 98105 (206) 523 -5519 (206) 523 -0554 SERKLAND@JPS.NET SMITH & GREENE CO. 19015 66TH AVE S, KENT, WA 98032 (425) 988 -6618 (425) 988 -6718 FAX -3 4 SEP 10 2001 Duke's Southcenter ARCHITECT OF RECORD John Serkland Architects 522b Roosevelt Way NE Seattle, Washington 98105 206,523.5519 Telephone 206.523.0554 Fax DESIGN Chin- Ley/Reche Associates 1516 Melrose Avenue Suite 200 Seattle, Washington 98122 206.938.1501 Telephone 206.935.3449 Fax E P. SERKLA ND STA,4 OF WASHII'GTC'r DATE 8.20.07 PERMIT SET PROJECT NO. DESCR DATE 08.20.07 DRAWING TITLE COVER SHEET DRAWING NUMBER A1.0 . SYMBOL STORAGE 4 EXIST. -- - - EXIST. FINISH 021 HARDWARE NOTES A i C - ° I �` FIXED WOOD CLAD -- SAFETY I WALL SEE A6.0 FOR DETAILED A6.1 WALL „ 10 -1 X 6- O FIXED WOOD CLAD SPACE BETWWEN -INS & ADJ WALLS TYP. EXIST. O c�/ \ STOREFRONT SYS. EXIST. 2" RESTROOM PLANS WALL WALL WALK WOOD CLAD -- 2 1,2 ,+•rt++rtrt+ • D 1 2' -6" X 13' -O" FIXED WOOD CLAD -- .. -- ...•............ �. 2 2'- 2" X 8' -0" ►� ► + • ► + : I 1111 WOOD CLAD - - 71 r••f•t4 1 ' It STOREFRONT SYS. F 1 EXIST. RATED WALL EXIST. RATED WALL FIXED V 1 -- SAFETY -- STOREFRONT SYS. .1041141. • 4 5" X 13 -0 „ �•� WOOD CLAD -- SAFETY ___.,1, • ��- a�VaV-_+ ���- a��■ LVV- _VV- aV�� a�- aVL ���r� ____ aaaa !!a- a a a a aa_•:l aa a a =a.. .��avaaraVr&�&a�aVVa T+ +r1+t -- 4,4 - - WOOD CLAD -- 1,2,5,6 -- 4. 4 • ►� ' WALK IN FREEZER 'Ail .. : a ■ : ■ : ►� !4 1 10 D X 6'- On Vii WOOD CLAD �4• • I A 04' ll • , .. VIII, . +L 1 $* +,. ., •' ;: • \� ► i i i ., rr•• -- STOREFRONT SYS. J \ V ' , {.. \ . V. IrA ' +: +' i O O 4 FIXED +rr..rrrr�•��r��r��r��+ - - - - - - -- WALK IN REF / \ % 8 1 . ., A6.0 3 .' . 4 : M EN ' S RESTROOM STOREFRONT SYS. A. •. • ■ ■ 2 ; 018 WOOD CLAD -- 019 -- , V y0; L WO 9' -6" X 2' -0" FIXED WOOD CLAD EIS ...ix.. 7 STROOM 4 -_�� / -- rf�� *w!� - UU ` \ "�� \ \ i� r, � ► !...........:.. .:.:.:.A:....:.:.:a:.......�..� wadi ►�4�K. A R " ••aKKKK••••• • r•∎A .K�∎∎ ■ � +•:••:W *K•••A *• ∎ ∎r•∎R•R��.K *•� - vl 4-- ;; - ,-- ({ 10 -1 X 4' -3" )I II . :• HOOD DRAWNGS & DETAILS UNDER SEPERATE MECH. PERMIT 26.-5" I I 1 •0•0•• • •i•: � !�•!••^ :�� / `i ' ' t_ ,+' .. i�•! ±^ „...14.1454,_._,_ _ .. a 1 )•� k ) m8•�••J, - -- + ;:,: �� ff•f - r' ~ its+ 1 • ., +• ,t: +• +`'� +� +� +�'`' ^ AAA 1Q r ; +:�: ±:�: + + •' + +' i. = ter ''' ± ` O _ ABOVE 0 17 Q ABOVE MALL KEGS WOOD CLAD NR - - - 1 -- STOREFRONT SYS. 2 �� - � I C Q 1 12 -6 X 41-3" FIXED WOOD CLAD -- - -- -- STOREFRONT SYS. P 1 11'- 6" X 4'-S' FIXED WOOD CLAD -- -- STOREFRONT SYS. • .•1 `` ; 6 .1 :: ' 0 !; ! 14 J ;4 .; = p _ 1 + N :' 0 ►i -0 j - I r. ° � • . + : FIXED WOOD CLAD -- STOREFRONT SYS. R 1 2'-2" X 8 -0 FIXED WOOD CLAD -- fi -- _ . ` 0 J '.� , I ': ;, ■ J 11 V� 1...........1 . ....:: : SKULL 15 ll 016 � - -- -- PREP _ I P4 '+ O 14 A6.2 16 A4 A w l ° ,. 0 20 v / f - __ ___ __ ___ '� a... a4.- a- a- .-a- .- a a- a- .-a *.- a- .-a- amowow - •bona..- a a. a a -.. a. a a •a a. -... a+ -a .• +, ►� • : o , - - ,, a - 13 DINING • --- - - - - - � noon -- --• - ___ - - • • . �; 1 n I \/ OFFICE \ 015 EMPLOYEE BREAK .‘ _ ' Q 014 I N) 1 ° I [V I '- 022 ID I .....4.x....:•:•_•;...........•:. •_.a�,; 5�•cce. + +�••Kce *:+ � +eccs ∎r � + * +�.•.cotow+ Kra wesmior ermor �� ircvt + mil / r Mf + / f•r a + :4 ��r��r �� + +� +���� --__ *i i +iii•, ��� +i +�����rf� �• - ---------------- - - - - -- -----noon --___- rrrrrrrrrrv. rrrrrrr• rrrrrrrrwwrrrrrrr ••rf��•�rrr• +i+••• +•� °rrv� ���•�•�•�•�rw - noon -- ..J A . / ....! .' di -�" BACK BAR ► ►r • ��,,.. - •-.•. !' ,� ► : -r ° + I � I . O ►� - `� 22 - rt ' 4' -0" • �: d I �• i � : �i / 011 i��_ 0 %� - -, i 1 • • . �� Vii. - - -._.�_ I"� + ci 1 ► ' • �: :� • �: Q ■ 4 ~1 i � .' FRONTBAR 1 7 - EDN) N ;, * Q DINING 2 A A6.2 _ 07 • • • I � A7.0 -• ... ►� , A. 1 • * "''''•"` r ' * .;.'.•_- _ ENTRY 5' 11 a :. E MALL TO E XISTING WALL 1 EXISTING WALL 9 A6 012 0 07 ?, y CO 11 22' -4" 0 ° 011 � 5 3 - P VI } B' -5 / 0� rn 5' 5 B / / 11" l 1 .._. A6.3 1 2 1+ar mii+� dt+t 201%*:1 to . �:•:a+i :+:r 2 . m ��.mt2L7: +mot:..A.2 2•: ti w: o wAst;.+ +� +a+� .1.- +.f0:02 / 'f , � bi y10ST WAITING kV n II ►` II o o ot 11 A - 1 I To 005 004 ;. DINING - Iii I it i . 5 - i ._._.._. ° , 5 - -� -- 11 ,. 5 5 . -11 „ © N - r. 411 006 6 f . 4 ' -� "_- - _,. 1 • N - - - -- f - "•' ►• , • _ 1 cv I � - \ _ ._.._ -- _.... F noon- - ' 0 DINING 001 o T ` Q \; re '4 a s a 4 a7.44da_a :+a,. _a e:r:� t _� • 'N �: . . a O !:1 O ,...f. \ 4 , , O noon--- A7.0 5 t N � ' • A I it ►i • ►' lit ► ! • 1 A6.2 - O A6.2 - 0 -- .. .. -_... -_ _,._. p ENTRY Q IIIII ALL /---...\\ DINING 0 1' , - 0 �- / 003 In I 013 1 0' -1" "� Et) -6 ` 2' " 1 '� ;�_ 12 1 - 0 " .� = - -• . *� - -- ,� . $118 0 r ri! - 61 ►��r• i� ?i r* r I:. rolPft -+ ::.•".. t.*:!*. .4; 1 Q ABOVE �. 7' SEATING ABOVE _8.. • 10 12 ABOVE _ . -2 ,, O �, We-. ' • r • + • 4 • ` , ►:i ;. .. 1 \ ABOV ABOVE 1 2 , EXISTING ,. III '4-474.7.+_ A6.1 OUTDOOR EXISTIN C WALL A6 0 ( A6.3 3 ooz �� 01 5 . % • A6.3 A6.1 1 % - NOTE: MECHANICAL EQUIPME & LOCATIONS ON i ROOF UNDER SEPERAT HVAC PERMIT 0.11.11.11.1111 � I 1 1 r- I n ! I r - - � i ■ _ 4 A6.1 /\ /\ ._, -AdiiiiiLL AA " /\ . SYMBOL QUANT. SIZE (0.S.M.) TYPE MAT'L FINISH GLASS HARDWARE NOTES A 1 7' -8" X 6' -O" FIXED WOOD CLAD -- SAFETY -- STOREFRONT SYS. b 1 „ 10 -1 X 6- O FIXED WOOD CLAD -- SAFETY -- STOREFRONT SYS. C 1 14' -2" X 6' -O" FIXED WOOD CLAD -- 2 1,2 STOREFRONT SYS. D 1 2' -6" X 13' -O" FIXED WOOD CLAD -- SAFETY -- STOREFRONT SYS. E 2 2'- 2" X 8' -0" FIXED WOOD CLAD - - SAFETY -- STOREFRONT SYS. F 1 1' -6" X 13' -0" FIXED WOOD CLAD -- SAFETY -- STOREFRONT SYS. G 1 4 5" X 13 -0 „ FIXED WOOD CLAD -- SAFETY -- STOREFRONT SYS. H 1 2' -3" X 6' -0" FIXED WOOD CLAD -- 1,2,5,6 -- STOREFRONT SYS. 1 1 10 D X 6'- On FIXED WOOD CLAD -- NR -- STOREFRONT SYS. J 1 9'-6" X 6- O FIXED WOOD CLAD -- WD -- STOREFRONT SYS. K 2 „ 9 X 2- O FIXED WOOD CLAD -- SS -- STOREFRONT SYS. L 1 9' -6" X 2' -0" FIXED WOOD CLAD -- -- -- STOREFRONT SYS. M 1 10 -1 X 4' -3" FIXED WOOD CLAD -- 11 -- STOREFRONT SYS. N 1 7-8" X 4' -3" FIXED WOOD CLAD NR 4 -- STOREFRONT SYS. 0 1 12 -6 X 41-3" FIXED WOOD CLAD -- - -- -- STOREFRONT SYS. P 1 11'- 6" X 4'-S' FIXED WOOD CLAD -- -- STOREFRONT SYS. Q 1 14' -2" X 4' -3" FIXED WOOD CLAD -- STOREFRONT SYS. R 1 2'-2" X 8 -0 FIXED WOOD CLAD -- SAFETY -- STOREFRONT SYS. NO DESCRIPTION LOCATION DOOR FRAME RATING HARDWARE GROUP NOTES TYPE MAT'L FINISH MAT'L FINISH 1 PR. 3'- 0 "x7' -O" ENTRY A SS --- SS - -- NR 4 1,2,5,6 2 3'- 0 "x7' -0" STORAGE B WD --- WD - -- NR 2 1,2 3 -- -- -- -- ----- -- - -- -- -- -- 5 PR. 3'- 0 "x7' --O" DINING D SS noon -- S5 - -- NR 4 1,2,5,6 6 PR. 3 0 "x7' -O" ENTRY A SS --- S5 - -- NR 4 1,2,5,6 7 3'- 0 "x7' -0" RESTROOMS C WD --- WD ---- -- NR 6 1,2,6 8 3'- O "x7' -O" RESTROOMS C WD --- WD ---- NR 6 1,2,6 9 3'- O"x7' -0" ENTRY A SS --- SS - -- NR 4 1,2 10 -- -- -- -- --- noon --- -- -- -- 11 3'- O "x7' -O" ENTRY D SS --- SS - -- NR 4 1,2,5,6 12 3'- O "x7' -0" ENTRY A SS --- SS - -- NR 4 1,2,5,6 SCALE: 1 /4" = 1' -0" 0 4' O\ A\ 8' P 16' 24' n OMPU-A ' C ZC-1 ° B Cf 11.01 DOOR SCHEDULE NOTES: 1. UNLESS NOTED WITH DOOR SYMBOL, DOORS SHOWN ARE EXISTING. 2. GENERAL CONTRACTOR TO VERIFY PANIC /EGRESS HARDWARE AT EXISTING DOORS LOCATED IN EXIT STAIRS / EGRESS DOOR NOTES 1. PROVIDE ALL NECESSARY HARDWARE INCLUDING BUTT HINGES, CLOSURE AND STOPS. PROVIDE DOOR MOUNTED STOPS AT WORKROOM AND SERVICE DOORS. ALL HARDWARE TO MEET A.D.A. STANDARDS. 2. WHERE LOCKSETS ARE INSTALLED, CONTRACTOR SHALL VERIFY DOOR SWING IN ORDER TO SELECT "HANDED" LOCKSET. 3. VERIFY ONSITE 4. PANIC HARDWARE: 98E0 ALK 626 VON GENERAL NOTES 1. DIMENSIONS ARE TO CENTERLINE OR FINISHED FACE OF WALL 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND NOTIFY OWNER CONSTRUCTION. HARDWARE GROUPS GROUP 1: LOCKSET - ARROW Q02 OR SCHLAGE SCHD40 CLOSER - ARROW 7015 OR SCHLAGE 4000 SERIES (IF REQ'D) KICKPLATE (FDIC) - USE SELF TAPPING TEK SCREWS WITH HEX HEAD GROUP 2: LATCHSET - ARROW Q01 OR SCHLAGE SCHD10 CLOSER - ARROW 7015 OR SCHLAGE 4000 SERIES KICKPLATE (FOIL) - USE SELF TAPPING TEK SCREWS WITH HEX HEAD DOOR TYPES DOOR TYPE A SAFETY GLASS TYP. WINDOW SCHEDULE CONSTRUCTION LEGEND KEY NOTES EXISTING DEMISING WALL NEW CASEWORK. GAS FIREPLACE NEW BOOTH SEAT1NG. NEW BAR COUNTERTOP. FOLDING PARTITION. PLANTER BOX - SEE 6/A6.1 PLANTER BETWEEN BOOTHS DOOR TYPE B DOOR TYPE C LEVER HANDLE 12"X34" DIAMOND PLATE ALUM_ KICK PLATE PARTIAL HEIGHT PARTITION CONSTRUCTION FULL HEIGHT PARTITION CONSTRUCTION DOOR SYMBOL - SEE DOOR SCHEDULE FOR DETAILS, A2.0 WINDOW SYMBOL - SEE WINDOW SCHEDULE FOR DETAILS, A2.0 0 PROVIDE ONE (1) 2A:1 OB: C RATED PORTABLE FIRE EXTINGUISHER. MOUNT ® 60" A.F.F. PROVIDE SIGNAGE TO READ; "THESE DOORS SHALL REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" ABOVE DOORWAY AS REQUIRED BY CODE. 5. 1 /2 MAX. THRESHOLD 6. INSTALL CLOSER HARDWARE CONTACT OF ANY DISCREPANCIES PRIOR TO GROUP 3: PRIVACY LOCK- ARROW Q32 OR SCHLAGE 4000 SERIES DEADBOLT - FALCON INDICATOR KICKPLATE (FDIC) - USE SELF TAPPING TEK SCREWS WITH HEX HEAD GROUP 4: GROUP 5: GROUP 6: LOCKSET PER STOREFRONT MANUFACTURER'S SPECIFICATIONS. PANIC HARDWARE. LOCKSET PER REFRIGERATOR MANUFACTURER'S SPECIFICATIONS. PUSH /PULL HANDLES - FSB 6681 00 ROUND SERIES, STAINLESS STEEL TACTILE r SIGN <( WALL TYPES DOOR TYPE D • 3 1 /2" METAL STUD W/ 5/8" TYPE 'X' GWB ON EACH SIDE TO STRUCTURE. • 6" METAL STUD W/ 5/8" TYPE 'X' GWB ON EACH SIDE TO STRUCTURE. O 3 1/2" METAL STUD W/ 5/8" TYPE "X" GWB ON ONE SIDE TO STRUCTURE. 10 RESTROOMS TO BE 11 5' -0" AFF 12 42" AFF 13 NOT USED t4 NOT USED 15 NOT USED SAFETY GLASS TYP. LATCH PULL ALL MTL. STUDS 25 GA. c16 "O.C. WITH SOUND BATT., U.N.O. ADA COMPLIANT. PATHS DOOR TYPE E 0 PARTIAL HEIGHT WALL NOTES: 1. USE WATER RESISTANT GWB IN BATHROOM /KITCHEN SIDE OF NEW WALLS 2. REFER TO I/A7.0 FOR TYP. METAL STUD FRAMING DETAILS CORRECTION LT 317 1e REFER TO KITCHEN /BAR EQUIPMENT DRAWINGS FOR LOCATIONS AND CONFIGURATIONS OF ALL EQUIPMENT RELATED ITEMS, INCLUDING REFRIGERATION, DRAINBOARDS AND FLIP TOPS. Duke's Southcenter DESIGN C h i n-Ley/Reche Associates 1516 Melrose Avenue Suite 200 Seattle, Washington 98122 206.938.1501 Telephone 206.935.3449 Fax fR EC JAN 10 2008 PERMIT GENIE-. DATE 8.20.07 PERMIT SET 1.7.08 PERMIT SET PROJECT NO. DATE 8.20.07 DRAWING TITLE DRAWING NUMBER A2O CODE DESCRIPTION MANUFACTURER & MODEL NO. -- A LOUNGE CHAIR -- -- B SOFA -- -- C BAR STOOL ---- -- D -- 2' -10" DIAMETER E -- 2' -2" X 2' -2" F — 2' -10" G -- -- H -- 1' -6" X 2' -8" 9 LOUNGE TABLE 1' -9" X 3' -10" -- 10 BENCH 1' -11" X 1' -7" -- K -- SMALL ROUND LOUNGE -- -- L-- BENCH -- -- M -- FOUR TOP OUTSIDE -- -- N-- SIX TOP ROUND OUTSIDE -- -- 0 -- -- -- P-- BENCH -- -- CODE DESCRIPTION SIZE -- 1 FOUR PERSON BOOTH 4' -0" X 5-11" ---- 2 FOUR TOP INSIDE 4' -0" X 2' -2" -- 3 SIX TOP ROUND INSIDE 4' -0" DIAMETER --- 4 TWO TOP ROUND INSIDE 2' -10" DIAMETER 5 TWO TOP INSIDE 2' -2" X 2' -2" 6 ROUND LOUNGE 2' -10" 7 -- -- 8 BENCH 1' -6" X 2' -8" 9 LOUNGE TABLE 1' -9" X 3' -10" -- 10 BENCH 1' -11" X 1' -7" -- 11 SMALL ROUND LOUNGE 2' -0" DIAMETER -- 12 BENCH 4' -5" X 1' -2" -- 13 FOUR TOP OUTSIDE 4'0" X 2'--2" -- 14 SIX TOP ROUND OUTSIDE 4' —O" DIAMETER -- 15 TWO TOP OUTSIDE 2' -2" X 2' -2" -- 16 BENCH 3' -8" X 1' -6" -- Duke's Southcenter ARCHITECT OF RECORD John Serkland Architects 5220 Roosevelt Way NE Seattle, Washington 98105 206.523.5519 Telephone 206.523.0554 Fax DESIGN Chin - Ley/Reche Associates 1516 Melrose Avenue Suite 200 Seattle, Washington 98122 206.938.1501 Telephone 206.935.3449 Fax r .1 i . SERK(AND STATE OF WASHINGTON DATE DESCRIPTION 8.20.07 PERMIT SET PROJECT NO. DATE 08.20.07 DRAWING TRLE SEATING PLAN DRAWING NUMBER A3O :ix OFFICE SKULLERY WALK IN FREEZER ,_ , (X'>Cx - X x x ( XX,XXXI :' fir ^x7Zrix; /XX - �xx Y s tin: 7i i7�'� WALK IN REF .z5'_n'X;<X;ix�xx ARX;KXXX3�:c xxxxxxxX x f - 1 1110 flll -..- ._... - - ��11L11.1 %11 111/11111 STAR -AQE /. 2' -10" 1 11. -.1 .1 1 1 1,1'-9" DINING 006 ■ SCALE: 1 /4" = 1' -0" EMPLOYEE BREAK 014 DINING 012 0 0 \C P L 0 i•� A\ 0 5-11" —6", 3' -0" X 0 0 x 0 0 BACK BAR cv N 011 011 0 DINING 001 2' -2" 0 0 002 0 0 OUTDOOR SEATING 0 0 r _ ' L 0 0 0 N ir 1 0 11 .l 0 3' -0" 11 1 0 t ..1 DINING 022 3' -0" N ENTRY 003 WAITING 11 004 (CC> 4' -5 "- 3' -0" 1 .. 0 0 1 11 0 0 ENTRY 007 ity - SEATI \G SCHEDULE TABLE SCHEDULE DC/1 SEP 10 2007 Duke's Southcenter .__ fi L . SERKLAND STATE OF WASHINGTON DATE DESCRIPTION 08.20.07 PERMIT SET Fl rrill....1..wmati DATE 08.20.07 TI DRAWING NUMBER A s. 1 ' iiiiili Duke's Southcenter ARCHITECT OF RECORD John Serkland Architects 5220 Roosevelt Way NE Seattle, Washington 98105 206.523.5519 Telephone 206.523.0554 Fax DESIGN Chin- Ley/Reche Associates 1516 Melrose Avenue Suite 200 Seattle, Washington 98122 206.938.1501 Telephone 206.935.3449 Fax . SERKLAND STATE OF WASHINGTON DATE DESCRIPTION 08.20.07 PERMIT SET PROJECT NO DATE 08.20.07 DRAWING TITLE - POS PLAN (FOR REFERENCE ONLY) DRAWING NUMBER A s. 1 OFFICE - %A , < n x. /. x K x. .a xx Y x r: x x x "\e . . N MEN'S RESTROOM STORAGE 021 KEGS 017 1 rizaK DINING 006 DINING 012 SKULLERY 016 POS PLA\ SCALE: 1/2" - 1' -0" WALK IN FREEZER 018 EMPLOYEE BREAK 014 r 4-1 WALK IN REF 019 PREP 020 BACK BAR 011 FRONTBAR 011 DINING 001 ZIZ e I�. OUTDOOR SEATING 002 HOST 005 DINING 022 36" HIGH PER ADA ENTRY 003 WAITING 004 ENTRY 007 1)() 5( SEP 10 2001 .. Duke's Southcenter ---.. 4, REFLECTED CEILING PLAN NOTES ;,;•.*S.6,M1 4 1 • I 101111 -"• > * . , ,-.., : , s% ',, ' ", ` 2 ; 4;' STO AGE ,,,,, C3 /.v,., O1 , .-X\:-. .'.\- C3 . , ,.--.--, •"7, „ .. 'A ' ' ' ' ' _XX • ,.., ,._.„.,.. A . • . A. X ,. A .7 >rx . .. 7 . 7 "7 X , C X ' +OA x /X/ ,< e : +NY AX ' "X"ti X X >,'7(X X , ' '' n < >CY >777x );`,T5,'7\ • - ,'7, .:‘ ''' (9 0 C3 v v v v v v v , v v , ,A/vN• v v s NA:`, v AA SA,A,' x x x x x'sX X XrX x /<Y 444_40k. '‘''‘ZYYY y 'Y 'x'y ** ... . . . . : , , . . WALK IN FREEZER w N W W Z J �uk . , WALK IN REF 3 . ( ) MEN'S RESTROOM .. . .� n n r n r r n r - r n x >.. n n r r rt r r •>[r r��n�± n i r t n c n � 4 . KEGS � rr c. LL e'.3- 008 C3 C3 C3 WOMEN'S RESTROOM 018 019 009 ' \ \ C3 , \ \ C3 \ \ 0 a , SKULLERY C2 EXIT ,------- ‘ \ , . , -- ‘ , _ --- O 11 0 0 11 11 0 ; 0 ii = = = = = = = = = = = = REFER TO DETAILS C,E/A7.0 FOR ACT CEILING DETAILS vc T PREP • AEA VINYL CEILING TILE (WD-2'\ RATED WOOD 017 .-__----- MEV SUITABLE FOR KITCHEN USE VENEER WALL COVE1 RING 0 . ' -. PER HEALTH CODE - WHITE 1 • 016 'J ** 0 C4 ( t ) C4 OPEN TO CEIUNG C2 020 C4 DINING . • j V 0 II M Mill ;DPI Fr - Rug ACT ACOUSTICAL CEILING TILE - 24" X 24" PRELUDE 15/16" EXPOSED TEE SYSTEM W/ pir - 414 mfa - ..1114iii FINE FISSURED CERAMAGUARD TILE (KITCHEN) MESA TILE (REST OF SPACE) OR APPROVED EQUAL ( GW13'. \ GYPSUM WALL BOARD l,. — ) REFER TO DETAILS J AND K SHEET A7.0 KEY NOTES \ x.,( .< ,-../ x-.-,,y2c•>‘'.,',..x•x-xy 6- > - OFFICE 1 1 I EMPLOYEE BREAK . ** 022 ** ( 4 015 11 0 II V 0 0 0 fi , xx.,..,-, el 4 C2 • ' C C4 4i GWB 1 (1 2-O) . 4.. 0, PATCH EXISTING TILES AS REQUIRED. ® NEW ACT CEIUNG HEIGHT TO MATCH EXISTING ADJACENT CE1UNG. DO ---1......5 -07 , .... , • r. , , ,,,,,,,,,,,,,,,,,,,,, ,,,,,,..,,.), ,, x;Kx:&72zzza, 1 - - - - - - • - • , c;:c4'' y C4 - - - - - , ..-,.-. BACK BAR • 0 0 0 Ili 011 C[P C4 A ‘' , 11 0 fi 11 0 ( I ) C4 C4 C DINING C4 H 11 11 -- __ ___ ___ ----------- - --- - -- - . -- _ , --- -. - — — — — — — — — — — —.. ?-e A.P.F -- • GWB , ,---- '-' - C2 - ' ENTRY - FRONTBAR — — — — .,_ . ____ - 007 GWB 11 on El -- -- d e, \ 1 \ ( t ) C4 012 C4 2-O C4 H H 11 — — — ft I \ .o. EXiT ** CALCS. -,,--,---.' * 7 ci C c1 ../ C1 C1 — — — — — — — — ci ci ci C4 C4 C4 11 WD- 2 = = = = 4)61 _ .—.. .= = = GWB = _ _ _ DINING — — — — — _—_ — DAYLIGHT CONTROL AREA ' ' REVIEWED FOR CODE COMPLIANCE APPRVJED 7 F B 1 , ?OH , 11 11 _ - ____ __ 0 11 HOST - — — — 005 F 7 WAITING I SEE L /I 1 004 001 _ll -r-- ; I / 0 - l-------' 5. C4 C4 DINING C4 0 V -- 1 — —. 1 T \- - - - - - = = = no I In City Dun Dn r.--: ----; 7 GWB (I0'- 006 0) GWB (19-'-0) 1 - - - - - _ ** C4 C4 - - C4 _- - - 0 0 0 0 (b r 4-, ** C1 V II yci • _- r- W"F 1 giU 1 - - - - - - ... ** , - - - d i . /„./ (ND- 2) 1 2 ''' N EXIT / ' ARCHFTEOR CT OF RECD John Serkland Architects 5220 Roosevelt Way NE Seattle, Washington 98105 206.523.5519 Telephone 206.523.0554 Fax DESIGN Chin-Ley/Reche Associates 1516 Melrose Avenue Suite 200 Seattle, Washington 98122 206.938.1501 Telephone 206.935.3449 Fax \ \ / / / / L G S C C 12*-0" As F / I C 1 1 1 C CODE DESCRIPTION MANUFACTURER & MODEL NO. LAMPS '-0 EXIT tV • -- --- -- -- C1 4 C1 C1 (t)C1 ENTRY EXIT 1®1 2 . 003 . A — — -- 50 W C1 1 I \ I C1 C1 T --"qii e5 B -- -- 50 W 1: C — — — -"' - ,- . _ PENDANT ENTRYWAY -- 50 W EXIT 1.14;11 -r- 7 .- - ' • c ',V.' -, . . , . A V , I -- --- ' -------: I -- 1 1> OUTDOOR SEATING .; : c1 PENDANT DINING 50 W C1 1 F 1 \ PENDANT HALLWAY 50 W 02 \ I:I Ca PENDANT BATHROOM 50 W . , \ ' a . GIST . - :i . SERK .ND • STATE OF WASHINGTON PENDANT PRIVATE DINING 50 W . I I I 1 ------- . . , • i i A A K - OE -- 50 W I TRACK LIGHT INSIDE -- 50 W r k , TRACK LIGHT OUTSIDE -- 50 W DESCRIPTION ri 8.20.07 PERMIT SET TRACK UGHT INSIDE SOFFIT 2X4 FLUORESCENT RECESSED -- -- 32 W 32W 1 Ian - . 1 i F2 M■M - I I 1 I I I I C›< H \LO.1°21 04 ulI_ 2X2 FLUORESCENT RECESSED -- 32 W 2 j , 0 ,_ L CEIUNG MOUNTED EXIT SIGN -- -- PROJECT NO. ** EMERGENCY POWER BACKUP LIGHTING -- -- DATE 08.20.07 1. CONTRACTOR SHALL VERIFY CATALOG NUMBER WITH FIXTURE DESCRIPTIONS AND PROVIDE PRESCRIBED MODIFICATIONS. DRAWING TITLE REFLECTED PLAN CCD 1 0 2007 R H C DC \ G P A \ CD ■ Cl CEILING DRAWI NUMBER A 0 • 1 SCALE: 1 /4" = V-0" iiii■ • 0 4' 8' 16' 24' CODE DESCRIPTION MANUFACTURER & MODEL NO. COLOR FINISH /SIZE LOCATION CONC ---- -- --- CPT-1 PETIT POINT DURKAN DURKAN DINING CPT -2 -- -- T-1 2x4 STONEWARE ANN SACKS MT #AS 1406 -227 SW21 GINGER SPICE LOUNGE T -2 2x4 GLASS ANN SACKS PROMENADE GLOSS SURF RESTROOM T -3 CHIARO TILE GLASS 4x4 AMBIENTE INDIGO BLUE #1 RESTROOM T -4 CARRARA HEXAGON 2" ANN SACKS AS 2393 RESTROOM PT-1 MILLER MILLER AC078 N DARK BATIK PT -2 MILLER MILLER 8233 M CRISP KHAKI PT -3 MILLER MILLER 8306 N ALCAZAR BROWN PT -4 MILLER MILLER CW056 W MOONLIT R -1 RESIN COMPOSITE FLOOR ST -2 PL -1 CHEMETAL 908 SATIN BLACK ALUMINUM PL -2 CHEMETAL 912 SATIN BRONZE ALUMINUM PL -3 CHEMETAL 812 SATIN SMOKED CHROME W/ PHENOLIC BACK Wp -1 CASEWORK 2W ESPRESSO DFM ESPRESSO WALNUR DINING WD -2 TRIM #27 DAVID EDWARD 01 ALNUT 1 N CHERRY DINING WD -3 FLOOR vIIRAGE CLASSIC WALNUT SOL NAT DINING WC -1 VENEER TREE FROG 60704 WENGE STRAIGHT GRAIN DINING WC -2 WC -3 FB -1 RUSTICAL LEATHER HAWORTH XE —AF 33007 NUTMEG DINING BOOTHS FB -2 MEZZOLA LEATHER OSBORNE + LITTLE MEZZOLA STRIPE TORINO D111007 DINING BOOTHS FB -3 LYON YOMA 6200 3 MIELE DINING FB -4 BACKLUND ROBERT ALLEN MINK DINING FB -5 SAVANNA YOMA 900123 NAVY DINING FB -6 SWAYED ALL OVER DESIGN TEX 2689 -309 CRANBERRY DINING FB -7 SAFARI LEATHER HAWORTH #369 XP —KK PAPRIKA LOUNGE FB -8 MOCKINGBIRD YOMA 3700 81 MINK LOUNGE FB -9 TUSCAN VELVET PETER FASANO ESPRESSO TV3 LOUNGE DINING DINING EMPLOYEE BREAK MEN'S RESTROOM WOMEN'S RESTROOM `- — STORAGE hti��}'•�ti•J� OFFICE SKULLERY WALK IN FREEZER x.X WALK IN REF BACK BAR FRONTBAR OUTDOOR SEATING TYP. KITCHEN DINING WAITING SCALE: 1/4" = 1' -0" A \ 0 4' 8' 16' 24' FINISH LEGEND v1ATERIAL LEGE \D CPT— CARPET T -- TILE PT — PAINT R — RESIN FLOORING ST— STONE KEY NOTES PL— PLASTIC LAMINATE WD — WOOD WC — WALLCOVERING FB — FABRIC CONC — CONCRETE 0 STAINLESS STEEL UP TO 4' -0" A.F.F. TILE -3 UPWARDS. ® INSET WALK OFF MAT— REMOVABLE K STONE VENEER CLAD — TYPICAL CODE CO PLIA WC ;\ PB ;qE D FP' 1 ') 33 C9 + O Tld:z�al _ SEP 10 ZUOl Duke's Southcenter ARCHITECT OF RECORD John Serkland Architects 5220 Roosevelt Way NE Seattle, Washington 98105 206.523.5519 Telephone 206.523.0554 Fax DESIGN Chin - Ley/Reche Associates 1516 Melrose Avenue Suite 200 Seattle, Washington 98122 206.938.1501 Telephone 206.935.3449 Fax s AN I STATE OF WASHINGTO DATE DESCRPIION 8.20.07 PERMIT SET PROJECT NC. DATE 08.20.07 DRAWING TITLE FINISH PLAN & SCHEDULE DRAWING NUMBER A5.0 ii I 11 d DINING DINING EMPLOYEE BREAK MEN'S RESTROOM WOMEN'S RESTROOM `- — STORAGE hti��}'•�ti•J� OFFICE SKULLERY WALK IN FREEZER x.X WALK IN REF BACK BAR FRONTBAR OUTDOOR SEATING TYP. KITCHEN DINING WAITING SCALE: 1/4" = 1' -0" A \ 0 4' 8' 16' 24' FINISH LEGEND v1ATERIAL LEGE \D CPT— CARPET T -- TILE PT — PAINT R — RESIN FLOORING ST— STONE KEY NOTES PL— PLASTIC LAMINATE WD — WOOD WC — WALLCOVERING FB — FABRIC CONC — CONCRETE 0 STAINLESS STEEL UP TO 4' -0" A.F.F. TILE -3 UPWARDS. ® INSET WALK OFF MAT— REMOVABLE K STONE VENEER CLAD — TYPICAL CODE CO PLIA WC ;\ PB ;qE D FP' 1 ') 33 C9 + O Tld:z�al _ SEP 10 ZUOl Duke's Southcenter ARCHITECT OF RECORD John Serkland Architects 5220 Roosevelt Way NE Seattle, Washington 98105 206.523.5519 Telephone 206.523.0554 Fax DESIGN Chin - Ley/Reche Associates 1516 Melrose Avenue Suite 200 Seattle, Washington 98122 206.938.1501 Telephone 206.935.3449 Fax s AN I STATE OF WASHINGTO DATE DESCRPIION 8.20.07 PERMIT SET PROJECT NC. DATE 08.20.07 DRAWING TITLE FINISH PLAN & SCHEDULE DRAWING NUMBER A5.0 ii T4 VIE k u 1 ( SCALE: 1/2" = 1' -0" WOME \'S RESTROO SCALE: 1/2" = V-0" WO\ E\'S RESTROO SCALE: 1/2" = 1' -0" 'S RESTROO VET'S RESTROO SCALE: 1/2" = 1' -0" 3 d v v v v O WEST ELEVATION SOUTH ELEVATION 0) INSULATED PIPING EAST ELEVATION - SOUTH ELEVATIO v Co N \ \ WOVE \'S RESTROON SCONCE rz ,-- - MIRROR 7,./ r E \'S RESTROO SCALE: 1/2" = 1' -0" v SCONCE NORTH ELEVATION - WEST ELEVATIO (3) I\ � o INSULATED PIPING E6) 9 RESTROO\i SCALE: 1/2" = 1' -0" ( WOVE \ RESTROO SCALE: 1/2" = 1' -0" � V1E \'S RESTROO ,6 SCALE: 1/2" = 1' -0" v v COVE BASE TILE TYP. K i ) 4 EAST ELEVATION \ORTH ELEVATIO ENLARGED PLAN REVIEWED CODE COMPLIANCE A PR ©VED City Of 9uk e; BUILDING Di\'ISP FEB 2LJ SEP 10 NUT �— Duke's Southcenter ARCHITECT OF RECORD John Serkland Architects 5220 Roosevelt Way NE Seattle, Washington 98105 206.523.5519 Telephone 206.523.0554 Fax DESIGN Chin- Ley/Reche Associates 1516 Melrose Avenue Suite 200 Seattle, Washington 98122 206.938.1501 Telephone 206.935.3449 Fax DATE DESCRIPTION 8.20.07 PERMIT SET PROJECT NO. DATE 08.20.07 DRAWING TTTLE BATHROOMS- DRAWING NUMBER A6.0 L \ (IL)1" MIRROR 0 T1 f — = — / 3' -4 / / / / / / / / t I \ io \ ` \ — o PUSH PLATE 0 I \ (T4) T4 VIE k u 1 ( SCALE: 1/2" = 1' -0" WOME \'S RESTROO SCALE: 1/2" = V-0" WO\ E\'S RESTROO SCALE: 1/2" = 1' -0" 'S RESTROO VET'S RESTROO SCALE: 1/2" = 1' -0" 3 d v v v v O WEST ELEVATION SOUTH ELEVATION 0) INSULATED PIPING EAST ELEVATION - SOUTH ELEVATIO v Co N \ \ WOVE \'S RESTROON SCONCE rz ,-- - MIRROR 7,./ r E \'S RESTROO SCALE: 1/2" = 1' -0" v SCONCE NORTH ELEVATION - WEST ELEVATIO (3) I\ � o INSULATED PIPING E6) 9 RESTROO\i SCALE: 1/2" = 1' -0" ( WOVE \ RESTROO SCALE: 1/2" = 1' -0" � V1E \'S RESTROO ,6 SCALE: 1/2" = 1' -0" v v COVE BASE TILE TYP. K i ) 4 EAST ELEVATION \ORTH ELEVATIO ENLARGED PLAN REVIEWED CODE COMPLIANCE A PR ©VED City Of 9uk e; BUILDING Di\'ISP FEB 2LJ SEP 10 NUT �— Duke's Southcenter ARCHITECT OF RECORD John Serkland Architects 5220 Roosevelt Way NE Seattle, Washington 98105 206.523.5519 Telephone 206.523.0554 Fax DESIGN Chin- Ley/Reche Associates 1516 Melrose Avenue Suite 200 Seattle, Washington 98122 206.938.1501 Telephone 206.935.3449 Fax DATE DESCRIPTION 8.20.07 PERMIT SET PROJECT NO. DATE 08.20.07 DRAWING TTTLE BATHROOMS- DRAWING NUMBER A6.0 L MIRROR 0 T1 f — / 3' -4" CJ / / / 0 / - N. PUSH PLATE m I N \ a \ I \ 0 \ S W \ — 1 T4 VIE k u 1 ( SCALE: 1/2" = 1' -0" WOME \'S RESTROO SCALE: 1/2" = V-0" WO\ E\'S RESTROO SCALE: 1/2" = 1' -0" 'S RESTROO VET'S RESTROO SCALE: 1/2" = 1' -0" 3 d v v v v O WEST ELEVATION SOUTH ELEVATION 0) INSULATED PIPING EAST ELEVATION - SOUTH ELEVATIO v Co N \ \ WOVE \'S RESTROON SCONCE rz ,-- - MIRROR 7,./ r E \'S RESTROO SCALE: 1/2" = 1' -0" v SCONCE NORTH ELEVATION - WEST ELEVATIO (3) I\ � o INSULATED PIPING E6) 9 RESTROO\i SCALE: 1/2" = 1' -0" ( WOVE \ RESTROO SCALE: 1/2" = 1' -0" � V1E \'S RESTROO ,6 SCALE: 1/2" = 1' -0" v v COVE BASE TILE TYP. K i ) 4 EAST ELEVATION \ORTH ELEVATIO ENLARGED PLAN REVIEWED CODE COMPLIANCE A PR ©VED City Of 9uk e; BUILDING Di\'ISP FEB 2LJ SEP 10 NUT �— Duke's Southcenter ARCHITECT OF RECORD John Serkland Architects 5220 Roosevelt Way NE Seattle, Washington 98105 206.523.5519 Telephone 206.523.0554 Fax DESIGN Chin- Ley/Reche Associates 1516 Melrose Avenue Suite 200 Seattle, Washington 98122 206.938.1501 Telephone 206.935.3449 Fax DATE DESCRIPTION 8.20.07 PERMIT SET PROJECT NO. DATE 08.20.07 DRAWING TTTLE BATHROOMS- DRAWING NUMBER A6.0 L MIRROR 0 T1 0 CJ , 0 SI f� 51 .1 7 I 0 T4 VIE k u 1 ( SCALE: 1/2" = 1' -0" WOME \'S RESTROO SCALE: 1/2" = V-0" WO\ E\'S RESTROO SCALE: 1/2" = 1' -0" 'S RESTROO VET'S RESTROO SCALE: 1/2" = 1' -0" 3 d v v v v O WEST ELEVATION SOUTH ELEVATION 0) INSULATED PIPING EAST ELEVATION - SOUTH ELEVATIO v Co N \ \ WOVE \'S RESTROON SCONCE rz ,-- - MIRROR 7,./ r E \'S RESTROO SCALE: 1/2" = 1' -0" v SCONCE NORTH ELEVATION - WEST ELEVATIO (3) I\ � o INSULATED PIPING E6) 9 RESTROO\i SCALE: 1/2" = 1' -0" ( WOVE \ RESTROO SCALE: 1/2" = 1' -0" � V1E \'S RESTROO ,6 SCALE: 1/2" = 1' -0" v v COVE BASE TILE TYP. K i ) 4 EAST ELEVATION \ORTH ELEVATIO ENLARGED PLAN REVIEWED CODE COMPLIANCE A PR ©VED City Of 9uk e; BUILDING Di\'ISP FEB 2LJ SEP 10 NUT �— Duke's Southcenter ARCHITECT OF RECORD John Serkland Architects 5220 Roosevelt Way NE Seattle, Washington 98105 206.523.5519 Telephone 206.523.0554 Fax DESIGN Chin- Ley/Reche Associates 1516 Melrose Avenue Suite 200 Seattle, Washington 98122 206.938.1501 Telephone 206.935.3449 Fax DATE DESCRIPTION 8.20.07 PERMIT SET PROJECT NO. DATE 08.20.07 DRAWING TTTLE BATHROOMS- DRAWING NUMBER A6.0 L — r. - - 7[1L 11111111 . 1141 11111 1111 TT 11 111 1111 1 II 1 RETRACTABLE AWNING — MOUNTED ON BUILDING UNDER SEPERATE PERMIT STUCCO WALL TILE BASE ALUM CLAD WOOD STOREFRONT SYSTEM TUCCO WALL ILE BASE ALUM CLAD WOOD STOREFRONT SYSTEM I t 1111 W 1 11 ,11111 11 1. 1111,11 I J.t f T,1TTTT,T 1 TRELLIS STRUCTURE / FRAMING FOR RETRACTABLE AWNING STUCCO WALL TILE BASE ALUM CLAD WOOD STOREFRONT SYSTEM UTITI - 717 r1.11CI117rCrji STUCCO WALL TILE BASE ALUM CLAD WOOD STOREFRONT SYSTEM III,TIIT):ITII 1111 1_1111,111 1,111 1111 STUCCO WALL TILE BASE ALUM CLAD WOOD STOREFRONT SYSTEM METAL CLAD HEADER LOUVER FIREPLACE ALUM CLAD WOOD STOREFRONT SYSTEM - - - - r■.K - — I--- _r_— ■■dy ∎,Jr— T.O. PARAPET EL. +56.85 SCALE: 1/4" = 1' -0" 0 Ln EXTERIOR - SOUTH ELEVATI O V1 ALL I SCALE: 1/4" = T. _I 1 1 .I. —j �. • - . f . F L 1 I 171 = I. �I � . I: I ._I. 1 I I 1 � I I I EXISTING STOREFRONT AND WALL 1 I 1 1 I I , 1 I I ii + Ij� 1 {II It i! II 1 - I 1 -0" F L 4. • • NEW STOREFRONT EXISTING \—NEW CEILING \TERIOR - EAST ELEVATIO\ STUCCO WALL EXISTING STRUCTURE • STUCCO WALL TILE BASE f METAL CLAD HEADER LOUVER METAL CLAD COLUMN, TYP. ALUM CLAD WOOD STOREFRONT SYSTEM l� 1[]L __ _ 1 STUCCO WALL TILE BASE r STUCCO WALL CV l ___ . hI • � * i r i g ■ r ■ r i�i r i r � r ■ s i r ■ t i r i�i�i r i r i�i t i�i r i 9 i r ��i l i�� r i�i * i r i�i rt ib r i�i�i r i r i 9 i �i�i P i�i r � r i r �4�► r i r i�i�i�i r di I i�i r i r i�i I i�i r i r i r di�i r ��i�i�i r ► r i r i�► �d� �i���i �i ►�i�i���i�i�� " isre e • 0 TILE BASE EXISTING DEMISING WALL EXISTING nr -L- CODe S DOT3/7 EXT. u SCALE: 1/4" = 1' -0" INT. 1' NEW TRANSOM EXISTING HEADER /WALL HEADER PER STOREFRONT MANUFACTURERS SPECIFICATIONS NEW ACCORDIAN STOREFRONT DOORS STOREFRONT DETAIL 1L - -._ .. - =L • 771771117711717771111TITITLITIT METAL CLAD HEADER SOUTH FACING AWNING OVER ENTRY SECTION SIGNAGI AWNING SECOND LEVEL EL. +46.85' ON BY OTHERS M.3 OM -- • --- - - -- ==r_ ■■ r_I • i Mlq=MMI - ter_ ■Mm 11111•1 11= — STUCCO WALL EXTERIOR SCALE: 1/4" = 1' -0" CONTAINED POTTED PLANTS i IIII' 'lll1l l II EAST FACING AWNING OVER ENTRY ALUM CLAD WOOD STOREFRONT SYSTEM PLAN EAST ELEVATIO\ ELEV. 4' -0 2' 6" HANGING METAL - PLANTER BOX — BLACK METAL CLAD COLUMN, TYP. 42" HIGH METAL RAILING — BLACK iL] T.O. GUARDRAIL EL +50.51' " RAIL SECOND LEVEL d EL +46.85' THIN BRICK EXTERIOR SIGNAGE ON AWNING BY OTHERS STONE BAND G_R_OUND LEVEL ,. EL +28.85 LLJ Duke's Southcenter DESIGN Chin - Ley/Reche Associates 1516 Melrose Avenue Suite 200 Seattle, Washington 98122 206.938.1501 Telephone 206.935.3449 Fax DATE DESC iIPIIDN 8.20.07 1.7.08 PROJECT NO. DATE 8.20.07 DRAWING TTTLE JAN 10 2008 6 I UEN FEh STOREFRONT ELEVATIONS DRAWING NUMBER PERMIT SET REVISION SET A6.1 SAFETY GLASS 41: \ 1 \\\ \ / / /\ / \ / / \ 1 \ \ (GWI G EXIT "------ / ,,,,, /\ A I\ /\ 1 \ / \ / \ \I \ /\ A /\ I\ 1 \ / \ / \ \/ 1 \ A I\ I\ 1 \ / \ / \ \ 1 \ A /\ / \ / , \ / \N \ / \ / \ / \ < A / \ / \ / \ \\ / \ / \ / \ 1 \ \ \ \ 0 \ / / / / > \ \ \ N � N \/ z N /- / / N z / / N � /\ \ \ N / i / / /N v \/ / V SAFETY GLASS 41: \ 1 \\\ \ / / /\ / \ / / \ 1 \ \ (GWI G EXIT ,,,,, A J\ I\ I \ / \ 1 \ / \I 1 \/ A I\ /\ 1 \ / \ / \ \I \ A /\ I\ 1 \ / \ / \ \/ 1 \ A I\ I\ 1 \ / \ / \ \ 1 \ < /\ / / / / 0 \ \ \ \ \/ \ \ \ 0 \ / / / / > /- v SAFETY GLASS 41: \ 1 \\\ \ / / /\ / \ / / \ 1 \ \ 11 15 0 cn z ci 1- 1 PRIVATE DI \I\G 013 SCALE: 1/4" = 1 '-0" PRIVATE DI\ INC 013 - SOUTH ELEVATIO\ SCALE: 1/4" = 1 '-0" C _.) 91\ING 006 SOUTH 8 SCALE: 1/4" = V-0" (4 A A A /\ /\ /\ \ / \ / \ / \ / \ / \ / \ / \ / \/ \/ \/ \ / \/ \/ \/ \/ /\ /\ /\ /\ /\ /\ /\ /\ / \ 1 \ / \ 1 \ / \ 1 \ / \ / \ / \/ \/ \/ \ V V V \ DI\I\G 001 SCALE: 1/4" = 1'-0" SCALE: 1/4" = V-0" 1 - LEVATIO\ (G4 1.1 WEST ELEVATION SOUTH ELEVATIOI\ 0 0 0 PRIVATE DINING 022 - NORTH ELEVATIO\ DI\ING 012 SCALE: 1/4" = DI\I\G 006 SCALE: 1/4" = 1'-0" DINI\G 012 SCALE: 1/4" =1 0 \ 1 OPEN SCALE: 1/4" = 1'-0" EAST ELEVATIO\ 0 0 \t 0 WEST ELEVATIO\ WEST ELEVATIO SAFETY GLASS SCALE: 1 /4" = 1 '-0" FIREPLACE INSERT. SEE 5 AND 6/A6.3 OPEN PRIVATE 31\\C 022 SOUTH ELEVATIO\ 10 6 PRIVATE DI \ ING 022 EAST ELEVATIO\ SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" (G4 (G4 (wB) \ I \G 006 NORTH ELEVATIO\ NG \ORTH FLEVATIO\ 0 SCALE: 1/4" C:) 0 CN 0 PRIVATE DI \ I\G 013 - NORTH ELEVATION SCALE: 1/4" = V-0" OPEN OPEN 0 PRIVATE 91\ING 022 WEST ELEVATIO\ BACKBAR 011 \ORTH ELEVATIO\ (G4 DI\I\G 006 SCALE: 1/4" = 1'-0" SCALE: 1 /4" = 1 '-0" 0 0 EAST ELEVATIO\ (G4 DINI\G 012 SOUTH ELEVATIO\ SCALE: 1/4" = V-0" 0 CODE COMPLIANCE APPaCLVED t - -1 1-. 3 1. : --_-- Citi Of TiAvv:! 1 BUILDPisn R77 ,,,, 7 , SEP 1 0 Z001 Duke's Southcenter ARCHRECT OF RECORD John Serkland Architects 5220 Roosevelt Way NE Seattle, Washington 98105 206.523.5519 Telephone 206.523.0554 Fax DESIGN Chin-Ley/Reche Associates 1516 Melrose Avenue Suite 200 Seattle, Washington 98122 206.938.1501 Telephone 206.935.3449 Fax STATE OF WASHINGICA JOrl . SERKLAND DATE DESCRIPTOR 8.20.07 PERMIT sEr PROJECT NO, DATE 8.20.07 DRAWING TITLE ELEVATIONS DRAWING NUMBER A6.2 BOOKSHELVES STOREFRONT V-3 X NG N KI WAITI \ 004 1 SCALE: 1/4" = 1' -0" CGW> . FIREPLACE INSERT, SEE 5 AND 6/A6.3 FIREPLACE ELEVATIO (G4 WAITI \G 004 - WAITI SCALE: 1/4" = 1' -0" 1/2" NADG:R/PLYWD LIETAL STJD FRALI METAL STUD FRAM! SOLID MOD MANTLE TR STONE 4EN OPENING FOR IN G AREA FRAMING DIAGRAM FIREPLACE FRA SCALE: 1/4" = 1' -0" M I N G OUTDCOR SEATI \G -EAST FIREPLACE SCALE: 1/4" = 1' -0" FIREPLACE INSERT, SEE 5 AND 6/A6.3, SIMILAR iii' GHT3 1/2" BACKER/PLYWDDD� METAL SRID FRAMIN� SDIJD WDCO MANTLE Y 11' scLID WCOD MANTLE TRIM W I� 1 I 1/2" BACKER/PLYWO Dom, STONE VENEER 7 HEAT N GLO DAKOTA OUTDOOR INSET DETAIL B VENEER FIREPLACE SECTIO\ SCALE: 1 /4" = 1' —O" CODE COMPL AN _Z APPR.CM'E j ' ' city ei GUILD ` IDITT 5 f7 Duke's Southcenter DESIGN Chin- Ley/Reche Associates 1516 Melrose Avenue Suite 200 Seattle, Washington 98122 206.938.1501 Telephone 206.935.3449 Fax J 1 ` 0 JAN zon s PEhM I DATE DESCRIPTION 8.20.07 PERMIT SET 1.7.08 REVISED SET PROJECT NO. DATE 5.20.07 DRAWING TITLE ELEVATIONS DRAWING NUMBER A6.3 BOOKSHELVES COMPRESSION STRUT SCHEDULE EMT CONDUIT r2 EMT CONDUIT UP TO 6' -0" 3( 4" EMT CONDUIT UP TO 8' -6" 1" EMT CONDUIT UP TO 10' -0" EMT CONDUIT 1 —%" METAL STUD (25 GA) UP TO 6' -2" 2 -1/2" METAL STUD (25 GA) UP TO 10' -6" MAIN RUNNER DISTANCE FROM BRACING WIRES TO RUNNERS NOTE: LATERAL BRACING IS NOT REQUIRED FOR PLENUMS LESS THAN 12" TO STRUCTURE OR CEILINGS LESS THAN 1,000 S.F. PROVIDED THEY ARE SURROUNDED BY FOUR WALLS AND BRACED TO STRUCTURE. 12 GA. SPLAY WIRES WITH MINIMUM 4 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE —TYP. A SECTIO\ @ BAC NOTE: PLENUM AREAS GREATER THAN 11' —O" WILL REQUIRE ENGINEERING CALCULATIONS. ACT SEIS SCALE: 1---1 /2' = 1 -0" P1 Mic BRACING (TYP.) 11/2 " =1' -0" SCALE: 1 -1 /2" = 1' -0" AY \ ICE COOLER BEER TAP DRIP TR 12 GA. VERTICAL HANGER WIRE CO 4'- --0" EACH WAY WITH MINIMUM 3 TIGHT TURNS WITHIN 3" BOTH ENDS OF WIRE R 19 BATT INSULATION AT EXTERIOR WALLS FINISH FLOOR C BAR SEISMIC COMPRESSION STRUT TO BE 12' -0" 0.C. AND TO BEGIN NO FARTHER THAN 6' -0" FROM THE WALLS. EXISTING ROOF DECK #10 SHEET METAL SCREW @ 12" 0.C. TYP. DEEP LEG SUP CHANNEL TRACK 3/4" GAP ATTACH STUDS TO CHANNEL TRACK SLOTS WITH TYPE S PAN HEAD SCREWS AT EACH STUD ATTACH GWB TO STUD ONLY — DO NOT ATTACH TO TRACK METAL STUD FRAMING GWB PER PLAN GWB OR FINISH MATERIAL PER PLAN ACOUSTICAL INSULATION WHERE INDICATED ON PLANS BASE PER PLAN RAMS ,T SHOT PINS @ 12" 0.C. (1.125 DEEP PENETRATION MIN. SHANK DIAMETER TO BE 0.140""), tYP. 25 GAUGE UNPUNCHED CONTINUOUS TRACK TYP. WALL PARTITION - NON RATED TYP. METAL STUD WALL ER A V I \ G CONCRETE COUNTER ALKCO LITTLE INCH TASK LIGHT DARK BRONZE PANELS BAR DIE WALL 1" X 3" STEEL FLAT BAR ON METAL STANCHIONS SOLID WOOD BASE SECTIO c j) GWB CEILI \G NOT TO SCALE 2" / SCALE: 1" = 1' -0" SECT! SADDLE TIE WITH 16 GA WIRE OR 2 STRANDS OF 18 GA WIRE 2 ' -0 " SCALE: 1" = 1' -0" _FASTEN PER DETAIL I /A7.0 © BAR COUP � © BOOTH TER GWB SHOT IN ANCHOR CEILING CUP 12 GA. HANGER WIRE © 4' O.C. ALL WIRES TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN 3 INCHES. 1 " CARRYING CHANNEL 4'-0" 0.C. ACOUSTICAL TILE CEILING WALL MOLDING (PERIMETER CLOSURE ANGLE) TO BE 2" MIN. HORIZ. WIDE FLANGE. THE CEIUNG GRID TO BE ATTACHED TO THE WALL MOLDING AT TWO ADJACENT WALLS AND SHALL HAVE A 3 /4" CLEARANCE AT UN— ATTACHED WALLS AND BE FREE TO SLIDE. 0 C ACT CEILI\ SCALE: 3 = 1' -0" EES APART 12' -0" OM WALL STRUCTURAL CONCRETE G WALL (TYP.) C - ) SECTIO\ @CEILNG SCALE: 1 /4" = 1' -0" 5 " MAX FASTEN TO STRUCTURE 200# MINIMUM 9 GA GALVANIZED STEEL WIRE AT 3'--0" 0.0. ALONG CHANNELS 7/8" METAL HAT CHANNELS AT 2' -0" 0.C. 1 1/2" CHANNELS AT 4' -0" 0.C, GWB SADDLE TIE WITH 16 GA WIRE OR 2 STRANDS OF 18 GA WIRE GWB CEILI\ NOT TO SCALE 0 G © WALL DOWEL CONNECTION #4 Cam? 18" O.C. @ MID HEIGHT EACH WAY. II� 1 1 — I 1 1 - III-. I I I OWNER FT. EIE '° . e _ CODE COM - LJAN(.;3-.. L) 1 TENANT SLAB DETAIL SCALE: 1" = 1' -0" CIS Of _ , b SLAB ON GRADE TO MATCH EXISTING BY TENANT W/ #4 @ 18" 0.C. @ MID HEIGHT EACH WAY. 15 MIL VISQUEEN VAPOR BARRIER BY TENANT GRANULAR FILL CAPILLARY BREAK BY ---► COMPACTED SUB —GRADE ri SEP 10 2007 Duke's Southcenter ARCHITECT OF RECORD John Serkland Architects 5220 Roosevelt Way NE Seattle, Washington 98105 206.523.5519 Telephone 206.523.0554 Fax DESIGN Chin - Ley /Reche Associates 1516 Melrose Avenue Suite 200 Seattle, Washington 98122 206.938.1501 Telephone 206.935.3449 Fax 2"3 ERED AV - JOHN P. SERKLAND STATE OF WASHINGTON DATE 8.20.07 PERMIT SET PROJECT NO. DESCRIPPCN DATE 8.20.07 DRAWING TITLE DETAILS DRAWING NUMBER A /.0 FASTEN TO STRUCTURE, 200# PULLOUT MIN 9 GA GALVANIZED STEEL WIRE AT 3' -0" O.C. ALONG THE 1 1/2" CHANNEL 1 1/2" VERTICAL CHANNEL STRUT TO STRUCTURE AT 12 " -0 O.C. 6' -0" FROM WALL AT THE CONVERGENCE OF THE SPLAYED WIRES (4) 12 GA WIRES 90 DEGF AND TIED TO CHANNEL Al O.C. EACH WAY, 6' -0" FR 7/8" METAL HAT CHANNELS AT 2' -0" O.C. 1 1/2" CHANNELS AT 4'—D" O.C.. n ( ( MAIN RUNNER DISTANCE FROM BRACING WIRES TO RUNNERS NOTE: LATERAL BRACING IS NOT REQUIRED FOR PLENUMS LESS THAN 12" TO STRUCTURE OR CEILINGS LESS THAN 1,000 S.F. PROVIDED THEY ARE SURROUNDED BY FOUR WALLS AND BRACED TO STRUCTURE. 12 GA. SPLAY WIRES WITH MINIMUM 4 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE —TYP. A SECTIO\ @ BAC NOTE: PLENUM AREAS GREATER THAN 11' —O" WILL REQUIRE ENGINEERING CALCULATIONS. ACT SEIS SCALE: 1---1 /2' = 1 -0" P1 Mic BRACING (TYP.) 11/2 " =1' -0" SCALE: 1 -1 /2" = 1' -0" AY \ ICE COOLER BEER TAP DRIP TR 12 GA. VERTICAL HANGER WIRE CO 4'- --0" EACH WAY WITH MINIMUM 3 TIGHT TURNS WITHIN 3" BOTH ENDS OF WIRE R 19 BATT INSULATION AT EXTERIOR WALLS FINISH FLOOR C BAR SEISMIC COMPRESSION STRUT TO BE 12' -0" 0.C. AND TO BEGIN NO FARTHER THAN 6' -0" FROM THE WALLS. EXISTING ROOF DECK #10 SHEET METAL SCREW @ 12" 0.C. TYP. DEEP LEG SUP CHANNEL TRACK 3/4" GAP ATTACH STUDS TO CHANNEL TRACK SLOTS WITH TYPE S PAN HEAD SCREWS AT EACH STUD ATTACH GWB TO STUD ONLY — DO NOT ATTACH TO TRACK METAL STUD FRAMING GWB PER PLAN GWB OR FINISH MATERIAL PER PLAN ACOUSTICAL INSULATION WHERE INDICATED ON PLANS BASE PER PLAN RAMS ,T SHOT PINS @ 12" 0.C. (1.125 DEEP PENETRATION MIN. SHANK DIAMETER TO BE 0.140""), tYP. 25 GAUGE UNPUNCHED CONTINUOUS TRACK TYP. WALL PARTITION - NON RATED TYP. METAL STUD WALL ER A V I \ G CONCRETE COUNTER ALKCO LITTLE INCH TASK LIGHT DARK BRONZE PANELS BAR DIE WALL 1" X 3" STEEL FLAT BAR ON METAL STANCHIONS SOLID WOOD BASE SECTIO c j) GWB CEILI \G NOT TO SCALE 2" / SCALE: 1" = 1' -0" SECT! SADDLE TIE WITH 16 GA WIRE OR 2 STRANDS OF 18 GA WIRE 2 ' -0 " SCALE: 1" = 1' -0" _FASTEN PER DETAIL I /A7.0 © BAR COUP � © BOOTH TER GWB SHOT IN ANCHOR CEILING CUP 12 GA. HANGER WIRE © 4' O.C. ALL WIRES TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN 3 INCHES. 1 " CARRYING CHANNEL 4'-0" 0.C. ACOUSTICAL TILE CEILING WALL MOLDING (PERIMETER CLOSURE ANGLE) TO BE 2" MIN. HORIZ. WIDE FLANGE. THE CEIUNG GRID TO BE ATTACHED TO THE WALL MOLDING AT TWO ADJACENT WALLS AND SHALL HAVE A 3 /4" CLEARANCE AT UN— ATTACHED WALLS AND BE FREE TO SLIDE. 0 C ACT CEILI\ SCALE: 3 = 1' -0" EES APART 12' -0" OM WALL STRUCTURAL CONCRETE G WALL (TYP.) C - ) SECTIO\ @CEILNG SCALE: 1 /4" = 1' -0" 5 " MAX FASTEN TO STRUCTURE 200# MINIMUM 9 GA GALVANIZED STEEL WIRE AT 3'--0" 0.0. ALONG CHANNELS 7/8" METAL HAT CHANNELS AT 2' -0" 0.C. 1 1/2" CHANNELS AT 4' -0" 0.C, GWB SADDLE TIE WITH 16 GA WIRE OR 2 STRANDS OF 18 GA WIRE GWB CEILI\ NOT TO SCALE 0 G © WALL DOWEL CONNECTION #4 Cam? 18" O.C. @ MID HEIGHT EACH WAY. II� 1 1 — I 1 1 - III-. I I I OWNER FT. EIE '° . e _ CODE COM - LJAN(.;3-.. L) 1 TENANT SLAB DETAIL SCALE: 1" = 1' -0" CIS Of _ , b SLAB ON GRADE TO MATCH EXISTING BY TENANT W/ #4 @ 18" 0.C. @ MID HEIGHT EACH WAY. 15 MIL VISQUEEN VAPOR BARRIER BY TENANT GRANULAR FILL CAPILLARY BREAK BY ---► COMPACTED SUB —GRADE ri SEP 10 2007 Duke's Southcenter ARCHITECT OF RECORD John Serkland Architects 5220 Roosevelt Way NE Seattle, Washington 98105 206.523.5519 Telephone 206.523.0554 Fax DESIGN Chin - Ley /Reche Associates 1516 Melrose Avenue Suite 200 Seattle, Washington 98122 206.938.1501 Telephone 206.935.3449 Fax 2"3 ERED AV - JOHN P. SERKLAND STATE OF WASHINGTON DATE 8.20.07 PERMIT SET PROJECT NO. DESCRIPPCN DATE 8.20.07 DRAWING TITLE DETAILS DRAWING NUMBER A /.0 EQUIPMENT SCHEDULE ITEM NO Q EQUIPMENT CATEGORY MANUFACTURER MODEL NUMBER ` =1p 1 r- WALKIFFFREEZER IMPERIAL MFG- CUSTOM 2 1 EVAPORATOR COIL IMPERIAL MFG. CUSTOM 3 1 REMOTE COMPRESSOR IMPERIAL MFG- CUSTOM 4 3 SHELVING, WIRE FREEZER INTERMETRO INDUSTRIES X OOX R 5' 16. WALKjIN,COOLERaa IMPERIAL MFG. CUSTOM 6 1 EVAPORATOR COL IMPERIAL MFG. CUSTOM 7 1 REMOTE COMPRESSOR IMPERIAL MFG. CUSTOM 8 LOT SHELVING, WIRE FREEZER INTERMETRO INDUSTRIES XXXXNK3 9 1 SINK 2- COMPARTMENT SPOKANE 2C1723-2-18 10 1 FAUCET, WALL MOUNT FISHER 3253 11 1 CUTTER/MIXER ROBOT COUPE R2N 12 2 SHELF SPOKANE WMS-14-92 13 1 MIXER, FLOOR HOBART US FOODSERVICE D300-6036 14 1 MIXER STAND SPOKANE MS24530STG 15 3 SHELVING, WIRE INTERMETRO INDUSTRIES 12/18WB1C, 12/18X(C 16 3 SHELVING, WIRE INTERMETRO INDUSTRIES 2448BR 17 1 SHELVING, WIRE INTERMETRO INDUSTRIES 2460BR 18 1 CLASS 11 EXAUST HOOD CAPTVAIR CUSTOM 19 1 EXHAUST FAN & ROOF JACK CAPTVAIR CUSTOM 1 OVEN'CONVECTIONMAS BLODGETT OVEN ZEPHAIRE 0 DBL 21 2 UTILITY CART INTERMETRO INDUSTRIES RE -1 22 1 WORK TABLE SPOKANE WT30572BS 23 3 WORK TABLE SPOKANE WT24S726S 24 1 SLICER HOBART US FOODSERVICE EDGE -1 25 1 SHELF SPOKANE WM5 -12-84 26 • 1 ICEMAKER CONDENSER, REMOTE ICE-0-MATIC BY OWNER 27.. 1 FREE2ERFRE4GHTFP TRAULSEN 012010 28 1 POT RACK, WALL MOUNT SPOKANE PR -72 29 1 WALL SHELF, WALL MOUNT SPOKANE WS -14-72 30 1 CLASS 1 EXHAUST HOOD CAPTVAIR CUSTOM 31 1 MOP SINK SPOKANE FLR -1 32 1 UTILITY FAUCET FISHER 8253 33 1 UTUTITYSHELF SPOKANE CUSTOM 34 1 ICE MAKER W/O BIN ICE -0-MATIC SY -1494N 35 1 BIN, ICE ICE-0- -MATIC BY OWNER 36 1 SLANT RACK TABLE MT. SSP SLANT 3+ 37 1 CLEAN DISHTABLE SPOKANE CDT -70R 38 1 SHELVING, PLASTIC, LOUVERED INTERMETRO INDUSTRIES 2448GX2 39 2 FAUCET, BACKSPLASH MOUNT FISHER 13218 40 1 WAREWASHER, RACK CONVEYOR LEASE BY OWNER LEASED UNIT 41 1 DISHTABLE SPOKANE DDTLI -96L 42 1 SCRAP BASKET SPOKANE CUSTOM 43 1 PRE -RINSE FAUCET, WALL MOUNT FISHER 2210 -WB 44 1 DISHTABLE, ACCESSORY SPOKANE SORTING RACK 45 2 SINK, HAND, WALL MOUNT W/ SIDE SPLASH ADVANCE TABCO 7 -PS-66 46 - SPARE NUMBER - 47. 1 RANGE=HEgV1^`Dt F"TTAS. VULCAN -HART GH30C 48 2 CLASS 1 EXHAUST HOOD CAPTVAIR CUSTOM 49 1 EXHAUST FAN & ROOF JACK CAPTVAIR CUSTOM 50 1 MAKE UP AIRE UNIT CAPTVAIR CUSTOM 51 1 FIRE SUPPRESSION SYSTEM R &T CUSTOM 52 3 S/S WALL FLASHING SKILFAB CUSTOM 53 1 CART, UTILITY VOLLRATH 97120 542. 4 • ER`FER,DEEI FRYMASTER CUSTOM ON CASTORS S5' 1 :WABMER7F001:FOVERHEAD. MERCO /SAVORY EZFF -240 5Q 1 GL1l0DLE'GAS2. VULCAN -HART 960RE :L 1 `CREESEMEETER;G7CS`` WOLF CMSS -60 59 1 t US RANGE RG -HDSA- 8 59) 1 STANDF COOKINGEQUIPMENT?'FEFRTGERA KRES-108S 60. 2 .RAMC HFpVYcDUS GAS VULCAN -HART GHBC 61 1 SHELF, WALL MOUNT SSP WS -14-72 62 1 PREP TABLE CONDENSER, REMOTE KIARAK IN #131 63 1 PREP COUNTER DRAWERS KIARAK KRP -72S -PZ 64? 1 ..0.VEN7MICROWAVEEr PANASONIC NE -1258R 85r 1 RI22A`RREPITABLE- DRAWERS KAIRAK KRP -96R 66 2 RICHLITE CUTTING BOARD READPROD RICHLITE B7^ 1 r ELNNUTABLBWIEII L -AUCET RANDELL 3613 -240 68 3 CUTTING BOARD REED PRODUCTS 9X48X3/4° 69-73 • SPARE NUMBER 74 1 S/S WORK DECK SKILFAB CUSTOM 75 1 SINK, DROP -IN W /SIDE SPLASH SKILLFAB CUSTOM 76 1 FAUCET, DECK MOUNT FISHER 3510 77 4 HAND SOAP DISPENSER BY OWNER BY VENDOR 78 4 HAND TOWEL DISPENSER BY OWNER BY VENDOR 79-82 - SPARE NUMBER 83 1 TRIPLE TIER S/S PASS SHELF SKILFAB CUSTOM 84 1 S/5 BEVERAGE COUNTER SKILFAB CUSTOM 85 1 SUPPORT COUNTER SSP SERVICE COUNTER 86 SPARE NUMBER 8I 3 ' W O , E ECTRIC' WELLS SMPT 88 2 SHELF, WALL MOUNT SSP WS1272 -1413 89 - SPARE NUMBER 90 2 BREAD CUTTING BOARD READPROD CUSTOM 91 3 WARMER, FOOD OVERHEAD HATCO GRAH -7206 W/RMB-14D 92 1 WARMER, FOOD OVERHEAD HATCO GRAH-60D8 W/RMB -14D 93 2 SINK, DROP-IN W /SIDE SPLASH ADVANCE TABOO 01 -1.10 -HIGH GOOSENECK 94 2 DROP -IN, ICE STATION DELFIELD 305 95 1 WATER STATION DELFIELD 307 96 - SPARE NUMBER 97 1 DIPPERWELLASSEMBLY FISHER 3041 9a- 2 -WARMERADRAWER -VYPE WELLS RW -2 99 1 SINK, DROP -IN W /SIDE SPLASH ADVANCE TABCO DI -1 -10 -HIGH GOOSENECK 100 1 PREP TABLE CONDENSER, REMOTE SEATEMP IN #131 :10-1 1 a BACK BAR COO ER NBS NBRH -R1 -24 102 2 UNDERBAR SPEED RAIL NBS SR36 103 -104 - SPARE NUMBER 105 1 BEVERAGE COOLING SYSTEM, REMOTE BY VENDOR TBD '7116 1 r WALKIN.KF.G_COOLERa IMPERIAL MFG. CUSTOM 107 1 EVAPORATOR COIL -KEG IMPERIAL MFG. CUSTOM 108 1 REMOTE COMPRESSOR - KEG IMPERIAL MFG. CUSTOM 109 4 SHELVING, BEER KEGS NEW AGE INDUSTRIAL N8933 '1: 1 IFTACKIBAR COOLERA1 NBS NBRH -R2-48 ILI 1 BECK BAR^COcigiR NBS NBRH -R2 -48 112 2 BEER TAP TOWER BY BEER VENDOR 8 TAPS A 2 .BACK:BAR•CQOL•ER NBS NBRH -R3 -72 114 2 UNDERBAR FILLERS & DRAINBOARDS NBS NPDB-48 115 1 10ED SKILFAB SKILFAB 116 1 UNDERBAR COMB. ICE BIN NBS NCJSC-12-48 117 1 UNDERBAR SPEED RAIL NBS SR-48 118 1 UNDERBAR COMB. ICE BIN NBS NPJSC-06-42 119 1 UNDERBAR SPEED RAIL NBS SR42 120. 2 UNDERBAR BLENDER STATION NBS NCMSD -12 121 4 BLENDER HAMILTON 908 122 1 UNDERBAR HANDSINK NBS NHS- 1 /CB24 123 1 UNDERBAR STORAGE MILLWORK CUSTOM DRAWERS 124 2 GLASSWASHER AUTO CHLOR BY VENDOR 125 1 WORKCOUNTERDRAINBOARDS SSP EB24S34BS 126 2 DRY GLASS STATION NBS NGES-D 127 1 REFRIGERATION RACK SEA -TEMP CUSTOM 128 1 ELECTRICAL PACKAGE FOR HOODS CAPTVAIR CUSTOM 129 1 SEISMIC TIE DOWNS FOR WALK INS IMPERIAL CUSTOM B1 5 WASTE RECEPTACLE RUBBERMD 3569 -23GAL (W/M9S) LCK 1 LOCKERS KELMAX 5SL POS 4 BY OWNER TV 2 PLASMA FLAT PANEL TBD TBD V1 2 COFFEE MACHINE VENDOR TBD V1B 4 BAR GUN BY VENDOR BAR GUN V2 2 BIB RACK BY VENDOR 8 UNITS V3 1 COUNTER TOP REDBULL COOLER REDBULL COUNTER TOP V4 1 JAGER TAP JAGER TAP TAP MACHINE V5 1 OIL FILTER SYSTEM RT1 BY VENDOR WH 2 WATER HEATER ELECT- SMITH, AO. BT -100 L keg = 112 Freezer 70 x .33 = 93 Cooler 125 x 1.33 = 166 L cee �a/ 1 SPARE NUMBERS 89 86 30 46 9 -7 es 1 3 -1 ROOF MT'D ITEMS S:TJEtlt SI 0®0 GC) +., -s Asa , e4 , .... 1 SC- in (O0 A PRE-OPENING !NztoPECTION BY THE kos`' G COIINTi HEALTH L E 4T " ''FQJIRED PRO TO OPERATtki : -I PPUUCANT PLAN SET IS Res r "'_ �� a� : r:41 AVAILABLE a d� SIT": 'nag `"S TIER 38 APPROVED SUBJECT TO ORDINANCE AUG 08 2007 1..E -KING C bl . e IANE sgfl(L( la 11 WM P rrrlt - 1111111111111111 0 I 111111 111 1111111 ! 1! !!!1 !! 11!111111 !1111 ® 3La iity o ce �� 41114,E 0 hill 1. 4 irrims ismorr NEMER 111171 diamond plate floor 111 ■■■ L AB 1+ VE 2 90 II 00 11111111111111111111101110 "Ir F' ! 0 ® E . J!IUI c_ d l 1219M 4 M m 0 c . 6a El 1 1 ii.triernal:1=11 - m r Ni - mamma: I BINKUata�_ 1 IEMEa� ..._ ..._ ,..... I I Mb, M0440 0.Ci � irdiq i,:.. ■I 11 -1 -- ■ ‘.�l� ■I ■ 11 �! ■ ■ ■���� � �lall � 1. iI DOI 3 / CODE C MPLI E�'�a L • --- 1 � r 9`; r r.'f Ti C �n07) ta • tCL,tI Vim. AUG 0 8 2007 cf(t Chowdeik 1 KC- 1 1/4"=1'0" !1f %SiirF6e' w €x z 3:riir ,4 I °' + 1 I II I ��c' ►�c•l�c�►� 1c'��ic'M�ic� r ytr ytr 7r ytr ytr 7 t " `ifiif`mi`fmi`f'mw�T�� 7� r r r r'r 1116 r 1 1€ ���,����t� «����l�It �� M �I�I� �III'll `, E:, i 1 : 111 7 ' "i��7f� f � i ' f � 1 ' � r-- %�r " N N... "'"'.. /�� Lii ry STORAGE PRIVATE DINING 1 022 1 C keg = 112 Freezer 70x.33 =93 Cooler 125 x 1.33 = 166 EMPLOYEE 'BREAK 014 VIDEO RACK DINING 10121 v SPARE NUMBERS 1 'ROOF MT' ITEMS (49 6 .7 108 . (131 (13 2) L33 FRONTBAR DINING 1 001 1 •_ I . 1.1.1 .H..u.. a :.:s:.,a. >.,oku: r.r.c:c.•..c.v: >. >,* � T OUTDOOR SEATING 1 002 1 DINING 1 0061 u u n n 11 uu PRIVATE DINING ENTRY 1 003 1 013 1 WAITING 1 004 1 I C> :4X i ii i= =iri'rrs-tp i SU/3JE APP O O OR V D N A ° CF AUG 0 8 2007 S EATTLE- N C lEty --.. -. yE .°ASID gR11g4,O b ENTRY 1 007 1 nn Dsri DE COMPLIANCa . `: ED -� ; 1 17x1 a �� T �f r v4. yvr ' ...yr ►goy. ��A °� Item No 1 1- 2 €3 15 16 7 1 19A €9B 110 11 €1113 12 12B 13 14 115 [16 116A 116D 1 18 119 20 21 -26 27 128 1 POT RACK ... ................. 129 1 WALL SHELF 31 1 MOP SINK 32 1 1 33 134 34.1 . 1 35 136 137 € 38 139 140 1 41 142 1 43 44 `;5 1 41.6 :47 1 48 149 15 0 1 51 152 1 53 [54 € 155 55A € 56 157 88 1 159.1 160 1 61 162 163 € 64 165 166 16 168 169 70-73 €74 175 176 177 1 78 79-82 183 184 185 187 188 1- 189 190 191 191a 192 1 92 193 19 196 197 1 98 1 99 -100 1111 € 112 1113.1 1113.2 1114 1114A €115 1116 1 1118 1119 1 123 E 1124 i 1 POS I TV 1 V1 AV 1B 1V10 €WH EQUIPMENT SCHEDULE Equipment Category 1 Manufacturer 1 IN IN FREEZER 1KYSOR 1 EVAPORATOR COIL :KYSOR 1 :REMOTE COMPRESSOR 1KYSOR 3 1 WALK IN COOLER (KYSOR 1 EVAPORATOR COIL 1 KYSOR 1 REMOTE COMPRESSOR 1 KYSOR LT SHELVING, WIRE FREEZER IINTERMETRO INDUSTRIES 1 SINK 2- COMPARTMENT 1 SPOKANE WORK TABLE !SPOKANE 3 WORK TABLE v W SPOKANE 1 FAUCET, WALL MOUNT €FISHER 1 1 2 1 MIXER STAND 3 :SHELVING, WIRE 3 ;SHELVING, WIRE Q 2 1 1 1 1 1 1 1 1 1 1 1 ;SINK, HAND, WALL MOUNT 1 2 1 1 1 3 1 4 1 1 1 1 1 1 1 2 1 1 1 165 1 1 165B 1 2 1 :STEAM TABLE W /FILL FAUCET 3 :CUTTING BOARD 1 1 1 3 3 2 2 3 1 2 2 1 1 1 1 1 2 4 1 B1 1LCK ' 1 4 2 4 1 f f 4 SHELVING, WIRE FREEZER CUTTER/MIXER SLICER SHELF SHELF MIXER SHELVING, WIRE UTILITY CART CLASS II EXAUST HOOD CAPTVAIR EXHAUST FAN & ROOF JACK CAPTVAIR OVEN, CONVECTION, GAS BLODGETT OVEN SPARE NUMBER FREEZER, REACH -IN UTILITY FAUCET UTLITITY SHELF ICE MAKER W/O BIN ICEMAKER CONDENSER, REMOTE BIN, ICE SPARE NUMBER DISHTABLE SHELVING, PLASTIC, LOUVERED 1 WAREWASHER, RACK CONVEYOR € LEASE BY OWNER DISHTABLE SPOKANE SCRAP BASKET !SPOKANE SPARE NUMBER PRE -RINSE FAUCET, WALL MOUNT DISHTABLE, ACCESSORY SPARE NUMBER RANGE, HEAVY DUTY, GAS CLASS 1 EXHAUST HOOD EXHAUST FAN & ROOF JACK MAKE UP AIRE UNIT FIRE SUPPRESSION SYSTEM S/S WALL FLASHING CART, UTILITY FRYER, DEEP FAT, GAS CART, UTILITY WARMER, FOOD OVERHEAD GRIDDLE, GAS CHEESEMELTER,GAS CHAR BROILER STAND, COOKING EQ, REFRIGERATED BASEKAIRAK PREP TABLE CONDENSER, REMOTE RANGE, HEAVY DUTY, GAS !VULCAN -HART SHELF, WALL MOUNT SSP SPARE NUMBER SPARE NUMBER OVEN, MICROWAVE PREP TABLE CONDENSER, REMOTE PIZZA PREP TABLE W /DWRS PREP COUNTER W /DWRS RICHLITE CUTTING BOARD SPARE NUMBER SPARE NUMBER S/S WORK DECK SINK, DROP -IN FAUCET, DECK MOUNT HAND SOAP DISPENSER HAND TOWEL DISPENSER SPARE NUMBER TRIPLE TIER S/S PASS SHELF 5/S BEVERAGE COUNTER SUPPORT COUNTER 3 :WARMER, FOOD, ELECTRIC 1 :WALL SHELF S/S SPARE NUMBER BREAD CUTTING BOARD WARMER, FOOD OVERHEAD REMOTE SWITCHING WARMER, FOOD OVERHEAD 1 HATCO SPARE NUMBER SINK, DROP -IN DROP -IN, ICE STATION DELFIELD SPARE NUMBER SPARE NUMBER 1 1DIPPERWELL ASSEMBLY WARMER, DRAWER TYPE SPARE NUMBER 1101 1105 1 BEER SYSTEM €106 1 WALK IN KEG COOLER 1 107 ... 1 EVAPORATOR COIL- KEG 1108 1 REMOTE COMPRESSOR - KEG 1109 4 SHELVING, BEER KEGS 1110 : 1 BACK BAR COOLER BACK BAR COOLER UNDERBAR COMB. ICE BIN UNDERBAR SPEED RAIL UNDERBAR BLENDER STATION BLENDER 6 :WASTE RECEPTACLE LOCKERS BY OWNER 2 :PLASMA FLAT PANEL 4 COFFEE MACHINE BAR GUN OIL FILTER SYSTEM WATER HEATER 1 I NTE RM ETRO INDUSTRIES :ROBOT COUPE 1 HOBART US FDODSERVICE €SPOKANE SPOKANE HOBART US FOODSERVICE SPOKANE 1 I NTE RM ETRO INDUSTRIES 1 I NTERM ETRO INDUSTRIES 1 I NTE R M ETRO INDUSTRIES INTERMETRO INDUSTRIES TRAULSEN !SPOKANE !SPOKANE 'SPOKANE BY PLUMBER SPOKANE € BY OWNER I CE -O -MATIC ;BY OWNER SPOKANE 1 I NTERM ETRO INDUSTRIES 1 FISHER SPOKANE !ADVANCE TABCO €VULCAN -HART 1 CAPTVAIR CAPTVAIR CAPTVAIR 1R &T SKI LFAB 1VOLLRATH _.___...._. 1 FRYMASTER € VOLLRATH I MERCO /SAVORY VULCAN -HART 1- WOLF 1US RANGE SEATEMP PANASONIC KIARAK KAIRAK KIARAK READPROD 1 RANDELL 'REED PRODUCTS 1 SKI LFAB SKILLFAB FISHER BY OWNER BY OWNER E SKI LFAB 1 SKILFAB .1 1SSP -WELLS . 1 SSP READPROD S.HATCO HATCO ADVANCE TABCO FISHER WELLS NBS BY VENDOR 1 IMPERIAL ..}. 1KYSOR E KOOL STAR NEW AGE INDUSTRIAL NBS 'NBS HAMILTON !NBS 1 MILLWORK 1 125 1 UNDERBAR HANDSINK 1126 1 UNDERBAR STORAGE 1127 2 GLASSWASHER 1 128 V - SPARE NUMBER € 129 1 DRY GLASS STATION 1 NBS 1131 1 :SEA -TEMP REFRIGERATION RACK 'BYOTHERS 132 1 ELECTRICAL PACKAGE FOR HOODS CAPTVAIR 1133 1 SEISMIC TIE DOWNS FOR WALK INS 'IMPERIAL AUTO CHLOR 1RUBBERMD KELMAX 1TBD 1 VENDOR €VENDOR 1RT1 BY P.C. r 4. 4. r Model Number CUSTOM CUSTOM CUSTOM XXXXBR CUSTOM CUSTOM CUSTOM XXXXNK3 2C1723 -2 -18 WT30S72BS WT24S72BS 3253 R2N EDGE -1 WMS -14-92 WMS -12-84 HL200 -1 STDDEL MS24S3OSTG 12/18WB1C, 12/18XXC 2448BR 2460BR RE -1 CUSTOM CUSTOM ZEPHAIRE G DBL G12010 CUSTOM € WS14 -72 _ 3 FLR -1 8253 CUSTOM SY -1494N BY VENDOR BY VENDOR CDT -70R 2448GX2 LEASED UNIT DDTLI-96L CUSTOM 2210-WB SORTING RACK 7-PS-60 CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM 97120 :CUSTOM ON CASTORS 960RE RG-HDSA-48 C-HDSA-48 KRES-108S-ES IN #131 GH6C WS-14-72 NE-1258R IN #131 KRP-96R KRP-72S-PZ RICHLITE 3613-240 CUSTOM CUSTOM 3510 BY VENDOR BY VENDOR CUSTOM CUSTOM SERVICE COUNTER SMPT WS-12-72 CUSTOM RMB-14D DI-1-10 - HIGH GOOSE NECK 305 3041 RW-2 NBRH-R1-24 CUSTOM CUSTOM CUSTOM CUSTOM NS933 2 BEER TAP TOWER 1BEER VENDOR 8 TAPS 1 BACK BAR COOLER NBS NBRH-R3-72 NPJSC-12-48 NCMSD-12 908 NHS-1/CB24 CUSTOM DRAWERS BY VENDOR NGWS-D CUSTOM CUSTOM CUSTOM 5SL TBD 1BAR GUN € BY VENDOR TBD 0 a 03 f::/ c) co) 4 "45 r_ ,0.,Z kin U 1.4 ,: g ''D °. '"`. , .H r:::) E C k?) P .T. E---4 < , x-4 ce) Z - ..E * 0 g 01) 0 " T' ' WI CY C*1 sra. INDEX KC - 0 COVER PAGE KC - 1 EQUIPMENT PLAN KC - 1 EQUIPMENT SCHEDULE KC - 1 WALL PLAN KC - 2 PLUMBING PLAN KC - 3 ELECTRICAL PLAN KC - 4 REFLECTED CEILING KC - 5 ELEVATIONS WAVE BAR,. DISH PR PLAN REVIEVV 6/12/07 1 Dote KCam Dote MIS !1f %SiirF6e' w €x z 3:riir ,4 I °' + 1 I II I ��c' ►�c•l�c�►� 1c'��ic'M�ic� r ytr ytr 7r ytr ytr 7 t " `ifiif`mi`fmi`f'mw�T�� 7� r r r r'r 1116 r 1 1€ ���,����t� «����l�It �� M �I�I� �III'll `, E:, i 1 : 111 7 ' "i��7f� f � i ' f � 1 ' � r-- %�r " N N... "'"'.. /�� Lii ry STORAGE PRIVATE DINING 1 022 1 C keg = 112 Freezer 70x.33 =93 Cooler 125 x 1.33 = 166 EMPLOYEE 'BREAK 014 VIDEO RACK DINING 10121 v SPARE NUMBERS 1 'ROOF MT' ITEMS (49 6 .7 108 . (131 (13 2) L33 FRONTBAR DINING 1 001 1 •_ I . 1.1.1 .H..u.. a :.:s:.,a. >.,oku: r.r.c:c.•..c.v: >. >,* � T OUTDOOR SEATING 1 002 1 DINING 1 0061 u u n n 11 uu PRIVATE DINING ENTRY 1 003 1 013 1 WAITING 1 004 1 I C> :4X i ii i= =iri'rrs-tp i SU/3JE APP O O OR V D N A ° CF AUG 0 8 2007 S EATTLE- N C lEty --.. -. yE .°ASID gR11g4,O b ENTRY 1 007 1 nn Dsri DE COMPLIANCa . `: ED -� ; 1 17x1 a �� T �f r v4. yvr ' ...yr ►goy. ��A °� Item No 1 1- 2 €3 15 16 7 1 19A €9B 110 11 €1113 12 12B 13 14 115 [16 116A 116D 1 18 119 20 21 -26 27 128 1 POT RACK ... ................. 129 1 WALL SHELF 31 1 MOP SINK 32 1 1 33 134 34.1 . 1 35 136 137 € 38 139 140 1 41 142 1 43 44 `;5 1 41.6 :47 1 48 149 15 0 1 51 152 1 53 [54 € 155 55A € 56 157 88 1 159.1 160 1 61 162 163 € 64 165 166 16 168 169 70-73 €74 175 176 177 1 78 79-82 183 184 185 187 188 1- 189 190 191 191a 192 1 92 193 19 196 197 1 98 1 99 -100 1111 € 112 1113.1 1113.2 1114 1114A €115 1116 1 1118 1119 1 123 E 1124 i 1 POS I TV 1 V1 AV 1B 1V10 €WH EQUIPMENT SCHEDULE Equipment Category 1 Manufacturer 1 IN IN FREEZER 1KYSOR 1 EVAPORATOR COIL :KYSOR 1 :REMOTE COMPRESSOR 1KYSOR 3 1 WALK IN COOLER (KYSOR 1 EVAPORATOR COIL 1 KYSOR 1 REMOTE COMPRESSOR 1 KYSOR LT SHELVING, WIRE FREEZER IINTERMETRO INDUSTRIES 1 SINK 2- COMPARTMENT 1 SPOKANE WORK TABLE !SPOKANE 3 WORK TABLE v W SPOKANE 1 FAUCET, WALL MOUNT €FISHER 1 1 2 1 MIXER STAND 3 :SHELVING, WIRE 3 ;SHELVING, WIRE Q 2 1 1 1 1 1 1 1 1 1 1 1 ;SINK, HAND, WALL MOUNT 1 2 1 1 1 3 1 4 1 1 1 1 1 1 1 2 1 1 1 165 1 1 165B 1 2 1 :STEAM TABLE W /FILL FAUCET 3 :CUTTING BOARD 1 1 1 3 3 2 2 3 1 2 2 1 1 1 1 1 2 4 1 B1 1LCK ' 1 4 2 4 1 f f 4 SHELVING, WIRE FREEZER CUTTER/MIXER SLICER SHELF SHELF MIXER SHELVING, WIRE UTILITY CART CLASS II EXAUST HOOD CAPTVAIR EXHAUST FAN & ROOF JACK CAPTVAIR OVEN, CONVECTION, GAS BLODGETT OVEN SPARE NUMBER FREEZER, REACH -IN UTILITY FAUCET UTLITITY SHELF ICE MAKER W/O BIN ICEMAKER CONDENSER, REMOTE BIN, ICE SPARE NUMBER DISHTABLE SHELVING, PLASTIC, LOUVERED 1 WAREWASHER, RACK CONVEYOR € LEASE BY OWNER DISHTABLE SPOKANE SCRAP BASKET !SPOKANE SPARE NUMBER PRE -RINSE FAUCET, WALL MOUNT DISHTABLE, ACCESSORY SPARE NUMBER RANGE, HEAVY DUTY, GAS CLASS 1 EXHAUST HOOD EXHAUST FAN & ROOF JACK MAKE UP AIRE UNIT FIRE SUPPRESSION SYSTEM S/S WALL FLASHING CART, UTILITY FRYER, DEEP FAT, GAS CART, UTILITY WARMER, FOOD OVERHEAD GRIDDLE, GAS CHEESEMELTER,GAS CHAR BROILER STAND, COOKING EQ, REFRIGERATED BASEKAIRAK PREP TABLE CONDENSER, REMOTE RANGE, HEAVY DUTY, GAS !VULCAN -HART SHELF, WALL MOUNT SSP SPARE NUMBER SPARE NUMBER OVEN, MICROWAVE PREP TABLE CONDENSER, REMOTE PIZZA PREP TABLE W /DWRS PREP COUNTER W /DWRS RICHLITE CUTTING BOARD SPARE NUMBER SPARE NUMBER S/S WORK DECK SINK, DROP -IN FAUCET, DECK MOUNT HAND SOAP DISPENSER HAND TOWEL DISPENSER SPARE NUMBER TRIPLE TIER S/S PASS SHELF 5/S BEVERAGE COUNTER SUPPORT COUNTER 3 :WARMER, FOOD, ELECTRIC 1 :WALL SHELF S/S SPARE NUMBER BREAD CUTTING BOARD WARMER, FOOD OVERHEAD REMOTE SWITCHING WARMER, FOOD OVERHEAD 1 HATCO SPARE NUMBER SINK, DROP -IN DROP -IN, ICE STATION DELFIELD SPARE NUMBER SPARE NUMBER 1 1DIPPERWELL ASSEMBLY WARMER, DRAWER TYPE SPARE NUMBER 1101 1105 1 BEER SYSTEM €106 1 WALK IN KEG COOLER 1 107 ... 1 EVAPORATOR COIL- KEG 1108 1 REMOTE COMPRESSOR - KEG 1109 4 SHELVING, BEER KEGS 1110 : 1 BACK BAR COOLER BACK BAR COOLER UNDERBAR COMB. ICE BIN UNDERBAR SPEED RAIL UNDERBAR BLENDER STATION BLENDER 6 :WASTE RECEPTACLE LOCKERS BY OWNER 2 :PLASMA FLAT PANEL 4 COFFEE MACHINE BAR GUN OIL FILTER SYSTEM WATER HEATER 1 I NTE RM ETRO INDUSTRIES :ROBOT COUPE 1 HOBART US FDODSERVICE €SPOKANE SPOKANE HOBART US FOODSERVICE SPOKANE 1 I NTE RM ETRO INDUSTRIES 1 I NTERM ETRO INDUSTRIES 1 I NTE R M ETRO INDUSTRIES INTERMETRO INDUSTRIES TRAULSEN !SPOKANE !SPOKANE 'SPOKANE BY PLUMBER SPOKANE € BY OWNER I CE -O -MATIC ;BY OWNER SPOKANE 1 I NTERM ETRO INDUSTRIES 1 FISHER SPOKANE !ADVANCE TABCO €VULCAN -HART 1 CAPTVAIR CAPTVAIR CAPTVAIR 1R &T SKI LFAB 1VOLLRATH _.___...._. 1 FRYMASTER € VOLLRATH I MERCO /SAVORY VULCAN -HART 1- WOLF 1US RANGE SEATEMP PANASONIC KIARAK KAIRAK KIARAK READPROD 1 RANDELL 'REED PRODUCTS 1 SKI LFAB SKILLFAB FISHER BY OWNER BY OWNER E SKI LFAB 1 SKILFAB .1 1SSP -WELLS . 1 SSP READPROD S.HATCO HATCO ADVANCE TABCO FISHER WELLS NBS BY VENDOR 1 IMPERIAL ..}. 1KYSOR E KOOL STAR NEW AGE INDUSTRIAL NBS 'NBS HAMILTON !NBS 1 MILLWORK 1 125 1 UNDERBAR HANDSINK 1126 1 UNDERBAR STORAGE 1127 2 GLASSWASHER 1 128 V - SPARE NUMBER € 129 1 DRY GLASS STATION 1 NBS 1131 1 :SEA -TEMP REFRIGERATION RACK 'BYOTHERS 132 1 ELECTRICAL PACKAGE FOR HOODS CAPTVAIR 1133 1 SEISMIC TIE DOWNS FOR WALK INS 'IMPERIAL AUTO CHLOR 1RUBBERMD KELMAX 1TBD 1 VENDOR €VENDOR 1RT1 BY P.C. r 4. 4. r Model Number CUSTOM CUSTOM CUSTOM XXXXBR CUSTOM CUSTOM CUSTOM XXXXNK3 2C1723 -2 -18 WT30S72BS WT24S72BS 3253 R2N EDGE -1 WMS -14-92 WMS -12-84 HL200 -1 STDDEL MS24S3OSTG 12/18WB1C, 12/18XXC 2448BR 2460BR RE -1 CUSTOM CUSTOM ZEPHAIRE G DBL G12010 CUSTOM € WS14 -72 _ 3 FLR -1 8253 CUSTOM SY -1494N BY VENDOR BY VENDOR CDT -70R 2448GX2 LEASED UNIT DDTLI-96L CUSTOM 2210-WB SORTING RACK 7-PS-60 CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM 97120 :CUSTOM ON CASTORS 960RE RG-HDSA-48 C-HDSA-48 KRES-108S-ES IN #131 GH6C WS-14-72 NE-1258R IN #131 KRP-96R KRP-72S-PZ RICHLITE 3613-240 CUSTOM CUSTOM 3510 BY VENDOR BY VENDOR CUSTOM CUSTOM SERVICE COUNTER SMPT WS-12-72 CUSTOM RMB-14D DI-1-10 - HIGH GOOSE NECK 305 3041 RW-2 NBRH-R1-24 CUSTOM CUSTOM CUSTOM CUSTOM NS933 2 BEER TAP TOWER 1BEER VENDOR 8 TAPS 1 BACK BAR COOLER NBS NBRH-R3-72 NPJSC-12-48 NCMSD-12 908 NHS-1/CB24 CUSTOM DRAWERS BY VENDOR NGWS-D CUSTOM CUSTOM CUSTOM 5SL TBD 1BAR GUN € BY VENDOR TBD 0 a 03 f::/ c) co) 4 "45 r_ ,0.,Z kin U 1.4 ,: g ''D °. '"`. , .H r:::) E C k?) P .T. E---4 < , x-4 ce) Z - ..E * 0 g 01) 0 " T' ' WI CY C*1 sra. INDEX KC - 0 COVER PAGE KC - 1 EQUIPMENT PLAN KC - 1 EQUIPMENT SCHEDULE KC - 1 WALL PLAN KC - 2 PLUMBING PLAN KC - 3 ELECTRICAL PLAN KC - 4 REFLECTED CEILING KC - 5 ELEVATIONS WAVE BAR,. DISH PR PLAN REVIEVV 6/12/07 1 Dote KCam Dote !. 1 DUKES GAS LOAD CALCULATION SCHEDULE EQUIPMENT CATEGORY Ns:B.2:N 1 I EVAPORATOR COIL 1 FAUCET, WALL MOUNT 1 1 OVEN, CONVECTION, GAS 1 FAUCET, WALL MOUNT 1 1 RANGE, HEAVY DUTY, GAS 1 1GRIDDLE, GAS 1 1 CHEESEMELTER,GAS RANGE, HEAVY DUTY, GAS STEAM TABLE W/FILL FAUCET 1 !WATER STATION 1 DIPPERWELL ASSEMBLY • !EVAPORATOR COIL-KEG BACK BAR COOLER BACK BAR COOLER 1 UNDERBAR COMB. ICE BIN 1 UNDERBAR COMB. ICE BIN UNDERBAR HANDSINK 2 !FLOOR DRAIN 10 4 I FLOOR SINK 2 ICOFFEE MACHINE 1 1B IB RACK 1/4 •••1/4/ 4.4 0.375 2. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY VALVES, TRAPS, TAIL PIECES, LINE STRAINERS, PRESSURE REDUCING VALVES AND VACUUM BREAKERS AND CONNECT ALL WATER, AND WASTE LINES TO FOOD SERVICE AND BEVERAGE EQUIPMENT. 1. PLUMBING PLAN SHOWS ROUGH-IN AND CONNECTION LOCATIONS WITH DIMENSIONS AND CAPACITIES. PLUMBING CONTRACTOR RESPONISBLE FOR CODE REQUIRMENT MODIFICATIONS 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 LINES FROM ICE BINS, EVAPORATORS AND BAIN MARIES. 5. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ADA BATHROOM COMPLIANCE AND WITH LOCAL CODE REQUIRMENTS, IF NEEDED 28.5 i 0.5 '15 0.5 7_5 0 375 ..• ..0 • 21 21 1.5 0.75 1 60 1 42 ! 1,25 ! 77 33.75 REAR GAS CONNECTION 1.0 825 t i roof •10 j 15.51 ,,, , _ 160 ; 30 48 74 180 30 REAR GAS CONNECTION PLUMBING REMARKS AIR-GAP W/HEAT TAPE VERIFY W/ VENDOR WASTE, DIRECT-CONNECTED UNLESS NOTED "OPEN HUB" c NOTES: 1. P.C. RESPONSIBLE FOR BPR VALVES AS REQ. BY CODE .k10:80: MOM 453 rs 4 P'S 1/4 ' 1 1 1 1111011111010IIPV 6 rin : n et.: afiNEEEMEWMPIkeiiiiiffgartMt " • Em13 4 rB' t0/ "•1" Eit WM= E 5r01 TIQd OFI:H=Vt. 006174: frEMent 3BU ;143 WM %TM BY AO Or %man 8'-10° : V:20 05 1 REVTEWEtFOR CODE COMPLIANCE APPRVAID FEB 12 2008 /3 IDING DINISION c 0 0 v) 0 0 0 ( 6 . ) c 0 0 0 . 0 KC-1 KC 1.1 KC-2 KC-2.1 KC-3 KC 4 KC-4.1 KC-5 KC-5.1 KC-6 (heet # INDEX EQUIPMENT PLAN FLOOR PLAN PLUMBING PLAN BEVERAGE CHASE ELECTRIC PLAN ELEVATIONS & KEY ELEVATIONS & KEY HOOD DWG'S. HOOD FAN DWG'S. BAR PLAN SUBMITTAL SET 8/06/07 3 COMP SINK REV. 8/06/07 ELEVATIONS ROUGH'S 7/12/07 Revision/Issue Date Date 07 - 26 - 07 7/26/07 KC-2 Scale: 1 4"-1 1 1 C --.18 GA. S/S PULLBOX 5 SIDED PULLBOX DETAIL 0J i a4a2 ±y WALL SODA BEVERAGE LINES _FINISHED FLOOR PULLBOX PULLBOX ACCESS ag.a.04.11, .•,- ,- ,-,• ,s. 'Pr ,. CONCRLIL FLOOR BEVERAGE SYSTEM CONDUIT SHALL BE 6" INSIDE DIAMETER MINIMUM BEND WITH 24" MINIMUM RADIUS EASY SWEEP BENDS AT ALL TURNS AND FLOOR PENETRATIONS. CONDUIT SHALL BE RUN BELOW FLOOR SLAB WHEREVER POSSIBLE AND SHALL BE ROUTED TO PROVIDE THE SHORTEST RUNS POSSIBLE. FOR ABOVE SLAB INSTALL— ATIONS OR WHERE CONDUIT PASSES THROUGH RETURN PLENUMS, PROVIDE 6 E.M.T. CONDUIT (PVC WILL NOT BE PERMITTED). INSTALL PULLBOX EVERY 75 LINEAR I-ELI OR EVERY 3 BENDS WHICH EVER OCCURS FIRST. ACCESS TO PULLBOXES MUST BE MAINTAINED UNTIL BEVERAGE ONES HAVE BEEN PULLED. CONDUIT MUST BE WATER TIGHT. DEBURR ALL SHARP EDGES AND SAW CUTS ON INSIDE DIAMETER OF CONDUIT. PROVIDE 18' MINIMUM CENTERS ON CONTINUING STUB --UPS. STUB —UPS SHALL BE 6 A.F.F. CAP ENDS OF CONDUIT DURING CONSTRUCTION INSTALL ELECTRICIANS PULL LINE IN CONDUIT UPON COMPLETION OF INSTALLATION ALL PENETRATIONS THROUGH FLOOR SHOULD BE SEALED AND FOAMED. TYPICAL BEVERAGE CONDUIT INSTALLATION NO SCALE SODA DISPENSERS DISPENSER BEVERAGE COUNTER BEVERAGE LINES LONG SWEEP ELBOWS UNDERFLOOR SODA LINE CONDUIT UNDERFLOOR CONDUIT CONSTRUCTION (BY G.C.) 1. CONDUIT RUN UNDER FLOOR MUST HAVE SMOOTH INTERIOR. ANY CONDUIT MUST HAVE ONLY ONE (1) 24" RADIUS SWEEP BEND (45 OR 90 DEGREE) AT EACH END WITH NO ADDITIONAL BENDS IN THAT CONDUIT. PLUMBING STYLE P.V.C. FACTORY "L" ARE NOT ACCEPTABLE. 2. CONDUIT MUST BE CONSTRUCTED WITH TIGHT, INTERNALLY SMOOTH JOINTS AND MUST BE LEAK TIGHT. PRESSURE TEST AS REQUIRED PRIOR TO BACK — FILLING. 3. CONDUIT TO BE CAPPED AND SEALED AT BOTH ENDS DURING FURTHER CONSTRUCTION. INSTALLER TO TRIM EXPOSED ENDS TO 4" ABOVE FINISHED FLOOR DURING PRODUCT LINE INSTALLATION. AFTER PRODUCT LINES ARE INSTALLED, THE OPEN ENDS OF THE CONDUIT ARE TO BE FILLED AND SEALED (WATERTIGHT) APPROXIMATELY 2" TO 4" AT EACH END. SPECIFY AS: "PROVIDE CONDUIT AS DESCRIBED IN ARTICLE 347 OF THE NATIONAL ELECTRICAL CODE TO MEET U.L STANDARD 651, NEMA SPECIFICATION TC -2. ROBINTECH P.V.C. DUCT AND SWEEP ELBOWS OR EQUAL DIAMETER TO BE AS INDICATED WITH MINIMUM BENDING RADIUS OF 24 ". PLUMBING STYLE P.V.C. FACTORY " L " ARE NOT ACCEPTABLE." UNDERFLOOR CONDUIT NO SCALE .... �. <f.z.ff...a'�'. #::� .} tau. ��3'•.I' i } L f } .... •,. 24 RADIUS S FLOCR SLEEVE BERAGE SLEEVE METHOD "A" 1-1/ 2• � C AS C PTO SLAB N WITH I CONCRETE S AB BY G.C. PACK ALL AROUND WITH THERMAPBER WHERE OPENING IS SIGNIFICANT TFIERMAHBER PACKING FULL DEPTH ALL AROUND BEVERAGE SLEEVE SLAB OPENING NO SCALE [NONE SEALANT OR ICE.C_ ALL AROUND FINISHED FLOOR BY G.C. CONCRETE SLAB BY G.C. WATER PROOFING FIBERGLASS PACKING BY P.C. AND W WATER SEALED BEVERAGE CONDUIT STAINLESS STEEL SLEEVE BY K.E.C. ALL WELDED WATER TIGHT CONSTRUCTION SODA ONES & INSULATION SLEEVE BY K.E.C. METHOD "B" tan AROUND FLANGE STEEL FLANGE 24' MIN. RADIUS BENDS • SEAL BY P.C. LOCAL CODES NAY REWIRE ADDITIONAL OR ALTERNATE METHODS OF FLOOR PENETRAIIW THAN THOSE MOWN ABOVE, REFER TO DRAWINGS AND DRAWING NOTES FOR CONDUIT SIZES AND TRADE DICTATION. ♦`! ! ! N N ��! \ \ —..- 1. • • ♦ i AO 44 1. PLUMBING PLAN SHOWS ROUGH -IN AND CONNECTION LOCATIONS WITH DIMENSIONS AND CAPACITIES. PLUMBING CONTRACTOR RESPONISBLE FOR CODE REQUIRMENT MODIFICATIONS 2. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY VALVES, TRAPS, TAIL PIECES, LINE 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. PLUMBING CONRACTOR SHALL FURNISH AND INSTALL ALL INDIRECT WASTE LINES FROM FOOD SERVICE AND BEVERAGE EQUIPMENT TO FLOOR DRAINS AND SINKS AND INSULATE WASTE LINES FROM ICE BINS, EVAPORATORS AND BAIN MARIE. 5. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ADA BATHROOM COMPLIANCE AND WITH LOCAL CODE REQUIRMENTS, IF NEEDED \\\ � ? 0 PLUMBING NOTES w ti • N N N • • 2 5. i ♦,.. PLUMBING SYMBOLS 4 4' -1" HW -HOT WATER, OR CW -COLD WATER WASTE, DIRECT - CONNECTED UNLESS NOTED "OPEN HUB" FLOOR SINK, W/ 1 /2 GRATE INDIRECT WASTE FLOOR DRAIN • ��•. 5' - 7" 7" B EV 16' -5" _NW rr r ►r' r r rr� - "` i ......... _. REVIEWEJ FCR CODE COMPLIANCE APPROVED FED 1 2003 v� I City Of TuKwha BUILDING DIVISION c Rr SEP 1 2007 r C 0 0 C 0 0 0 4-- 0 C v7 0) 0 _, . (CT. # KC -1 EQUIPMENT PLAN KC 1.1 FLOOR PLAN KC-2 PLUMBING PLAN KC -2.1 BEVERAGE CHASE KC -3 ELECTRIC PLAN KC 4 ELEVATIONS & KEY KC -4.1 ELEVATIONS & KEY KC -5 HOOD DWG'S. KC -5.1 HOOD FAN DWG'S. KC -6 BAR PLAN INDEX Date 07 - 26.07 ( # SUBMITTAL SET 3 COMP SINK REV. ELEVATIONS ROUGH'S No. Revision /Issue 8/06/0 8/06/07 7/26/07 7/12/07 I I O 0 CI F Q r ITEM NO QTY 2 5 6 1 11 13 18 20 24 26 27 30 34 40 47 48 55 56 62 63 1 64 r 1 65 67 87 91 92 98 100 101 107 110 111 113 CN2 CNB CTV DAT TV V1 V 1B V2 V3 V4 V5 ELECTRICAL SCHEDULE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 1 2 1 1 1 1 1 2 120 2 124 2 14 7 2 2 4 1 1 1 EQUIPMENT CATEGORY WALK IN FREEZER EVAPORATOR COIL WALK IN COOLER EVAPORATOR COIL CUTTER/MIXER MIXER, FLOOR CLASS II EXAUST HOOD OVEN, CONVECTION, GAS SLICER ICEMAKER CONDENSER, REMOTE FREEZER, REACH -IN CLASS 1 EXHAUST HOOD ICE MAKER W/O BIN WAREWASHER, RACK CONVEYOR RANGE, HEAVY DUTY, GAS CLASS 1 EXHAUST HOOD WARMER, FOOD OVERHEAD GRIDDLE, GAS PREP TABLE CONDENSER, REMOTE PREP COUNTER DRAWERS OVEN, MICROWAVE REFRIGERATOR, PIZZA PREP STEAM TABLE W/FILL FAUCET WARMER, FOOD, ELECTRIC WARMER, FOOD OVERHEAD WARMER, FOOD OVERHEAD WARMER, DRAWER TYPE PREP TABLE CONDENSER, REMOTE BACK BAR COOLER EVAPORATOR COIL -KEG BACK BAR COOLER BACK BAR COOLER BACK BAR COOLER UNDERBAR BLENDER STATION GLASSWASHER CONVENIENCE OUTLET ....m..�_....... _.m .__. BAR WALL CONY. OUT LET CABLE TV DATA & PHONE JACK PLASMA FLAT PANEL COFFEE MACHINE BAR GUN BIB RACK COUNTER TOP REDBULL COOLER JAGER TAP OIL FILTER SYSTEM ELECTRICAL SYMBOLS FIXTURE MOUNTED JUNCTION BOX FIXTURE MOUNTED RECEPTACLE INCANDESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE FIELD WIRING RUNS DUPLEX RECEPT., 20 -AMP, 120 -VOLT, GROUND TYPE, VERTICALLY MOUNTED OR IF 47' A.F.F. IS INDICATED, MOUNT OUTLET HORIZONAL SIMPLEX RECEPT., 20 -AMP, 120 -VOLT, GROUND TYPE, VERTICALLY MOUNTED SPECIAL PURPOSE OUTLET, VOLTAGE AS INDICATED, GROUND TYPE, VERTICALLY MOUNTED HARD WIRE CONNECTION POINT JUNCTION BOX, VERTICALLY MOUNTED SWITCH 20.0 I 20.0 7.0 5.6 (2x)6.0 15.0 19.6 11.3 19.6 5.0 5.7 1.0 19.6 2.7 17.8 3.0 12.5 13.8 I 1.7 16.6 3.5 13.5 2.8 7.5 + 0.9 19.6 5 21 5 5 5 15.0 18.0 15.0 15.0 15.0 15.0 10.0 30.0 3.5 10.0 12.0 12.0 15.0 1.0 0.4 0.4 0.7 2.0 2.6 4.0 0.5 0.75 3.0 0.5 3.D 0.25 3.D co 0 120 1 1 120 120 1 120 F 1 120 1 208 120 120 120 120 208 120 120 208 120 208 208 120 120 120 120/208 120 W a 10. 1 1 (2x).33 ; (2x)120 1 120 1 208 ^•.1 120 1 120 1 208 1 208 1 1 120 I 1 1 120 1 1 1 1 1 120 .._. 1 1 SELVEI W J t.) } 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 3.0 I 208 1 60 1 60 60 120 j 1 60 120 1Y 60 120 1 60 120 1 j 60 60 60 60 120 _ - L1- 60 120 i11 60 120 1 ! 60 120/208 1 60 120 1 60 120 1 60 120 1 1 60 120 ... i 1 �„_..m... 60 120 11 I 60 I- t) W X X X x X x x x x X X x X X x X X X X X X X X X J a. X x x X X X X x x X X X X X X X X X X MAW ELECTRICAL NOTES 2 W z 5 -15P 5-15P 5-15P 5-15P 5-15P 5-15P 5-15P 5-20P 6-20P 5 -15P 44 5 -15P 5-15P 48 5-15P 44 5 -15P 5 -15P 5 -15P 48 X 5 -15P X 5 -15P 5 -15P 5 -15P 5 -15P 4. ALL CONDUIT RUNS INDICATED FOR REFRIGERATION, DRINK AND LIQUOR SYSTEM LINES SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. CONDUIT SHALL HAVE 24" (600MM) MINIMUM RADIUS BENDS. 2 z LU LL W Q. 108 +80 108 +80 VERIFY 44 12 108 24 & 56 44 12 12 78 12 108 44 24 12 12 60 12 12 12 24 +80 24 24 24 24 12 +96 1. ELECTRICAL PLAN SHOWS ROUGH -IN AND CONNECTION LOCATIONS AND DIMENSIONS WITH CAPACITIES. ELECTRICIAN IS RESPONISBLE FOR VARIATIONS TO MEET CODE REQUIREMENTS. 2. ELECTRICAL SYSTEM IS DESIGNED FOR 120 / 208 VOLTS, 1 AND 3 PHASE, 60 HERTZ, 4 WIRE SYSTEM. 3. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL JUNCTION BOXES, RECEPTACLES, COVER PLATES, PULL BOXES, CONDUIT AND WIRING EXCEPT WHERE NOTED. 5. ELECTRICAL DIVISION SHALL FURNISH AND INSTALL EMPTY CONDUIT WITH JUNCTION BOXES FOR INSTALLATION OF OWNER SUPPLIED ELECTRONIC CASH CONTROL SYSTEM. ELECTRICAL IN ACCORDANCE WITH OWNER'S REQUIREMENTS AND MANUFACTURER'S ELEC REMARKS LIGHTS & CONTROLS VERIFY, HEAT TAPE DRAIN LIGHTS & CONTROLS LIGHTS & CONTROLS VERIFY W/VENDOR 108 i LIGHTS & CONTROLS • 60 VERIFY W/ VENDOR LIGHTS & CONTROLS VERIFY VERIFY, HEAT TAPE DRAIN VERIFY W/ VENDOR HORIZONTAL MT 44 DEDECATED CIRCUIT 44 DEDECATED CIRCUIT 44 VERIFY 24 12 44 VERIFY W/ VENDOR 44 VERIFY W/ VENDOR 48 VERIFY qta a 120V, I PHAS NOTED, CON STATIONS. (D GROUND, A J-BOX WITH C INTERCONNE CARD, DSL, P REQUIRMENT 6 e TE 'A' $ : \ \\a . Qaa " a\te� ti NOTE E, 10.0 AMPS, STUB AS POS /PRE -CHECK CIRCUIT, ISOLATED E LINE, PROVIDE EMPTY FOR OS SYSTEM, CREDIT FAX LINE) (VERIFY ALL S SYSTEM SUPPLIER.) ALL WALL MOUNT ELECTRICAL RECEPTICLES AND J -BOXES ARE TO BE FLUSH MOUNTED IN WALLS WITH NO EXPOSED CONDUIT SHOWING ON SURFACE OF WALLS. ARCHITECT TO PROVIDE MINIMUM WALL FURRING IF REQUIRED. :ti, M}. \. 4'-0" r- 4'-6" • ROOF MT'D ITEMS 3P 0 1(78) e (Dee 1'-3" REVIEWE FUR CODE COMPLIANCE City Of Tukwifa BUILDINr DIVISION O. IT Sheet Size ARCH D INDEX KC-1 EQUIPMENT PLAN KC 1.1 FLOOR PLAN KC-2 PLUMBING PLAN KC-2.1 BEVERAGE CHASE KC-3 ELECTRIC PLAN KC 4 ELEVATIONS & KEY KC-4.1 ELEVATIONS & KEY KC-5 HOOD DWG'S. KC-5.1 HOOD FAN DWG'S. KC-6 BAR PLAN 2 1 1 SUBMITTAL SET 3 COMP SINK REV. ELEVATIONS ROUGH'S Revision/Issue 8/06/07 7/26/07 7/12/07 KC-3 Scale: 1 o o" . 17 F (CEILING HEIGHT) 10'-6" A.F.F. ( 0 (F.F. ANABONIC MICROWAVE A fil 9 A.F.F. (CEILING HEIGHT) TRASH CE BIN ELENDER DRAMBOARD GLAZ.STOR. cr (OTHER SIDE) '•-1' "A"' ER 14 8" 24" OPEN BA WORK TABL Or SPEED RAIL 8 CIERUEATED neanerwan OFMI-E4 GLAS3 STATEN HATCO WARMER C r! t ANS AND PLE‘ q OPEN SHE .. DRAWER E WARMER UNDER CNTR COOLER 4 124 SSP 3 TIER PASS SHELF r TT - AR 26) ° 4 .n” BEVERAGE LINES 4 24 OPEN BASE WORK TABLE 1 4 21 (1 K HATCO WARMER HATCO WARMER / ,, ' ', HAND SINK GLAS,STOR, DRAINBOARD BLENDER ICE BIN n L. ASSWASHER t GLASSES GLASSES FOOD WARMER 201 „an TRASH y 1/2" z a NOR li-on 110) 123 112 V (115) (113) (V3 (112 P : FILLER ,F 8 " 4 1Lr REFER 65) (66 • '• KAIRAK PIZZA PREP EER TAPS „IAGE1 TAPS ! 4 CASEWORK 01-31 I 1. `•)•, - CISONa 'A” fISTO (67) ... 4 A1W i z=.••• RANDELL STEAM WIDRAWERS (REMOTE) TABLE KED BEER DISPLAY y REFER I I (68) RED BULL BEER TAPS DISPLAY K REFER -41 75 K 77 78 V A € FS FS : •' ELEVATION KEY PLAN 18•88•88 ' • • ?a: : :c ,,,,„,••••••••••• lb 6 4" REFER 74 1.„ P , r 1 "' P R " ..P - L) -eSEP 1 0 2007 "f 1 - 1 on / HS KAIRAK PIZZA PREP WIFCT.8 KAIRAK PIZZA PREP I .... . SIDE SHIELD 9.€ FILLER 0 C 0) C 0 0 0 2 c./• No. ct F- D 4.1 0 (13 1— c < 0 Sheet Size 1 a ( 'TERM. Par• SUBMITTAL SET ELEVATIONS Date 07 - 26 - 07 KC-4 ROUGH'S le& 'Me= g ARCH D 0 KC-1 EQUIPMENT PLAN KC 1.1 FLOOR PLAN KC-2 PLUMBING PLAN KC-2.1 BEVERAGE CHASE KC-3 ELECTRIC PLAN KC 4 ELEVATIONS Et KEY KC-4.1 ELEVATIONS & KEY KC-5 HOOD DWG'S. KC-5.1 HOOD FAN DWG'S. KC-6 BAR PLAN II NM, 3 COMP SINK REV. 8/06/07 U 0 N 44 II ft 1:1 I I 1: •••••... m z m CX) — 5 ...... . ..... , 4119 N}303 °ErS ■11 cn $€,N •••1 03 03 0 0 0 0 , ■1 V 'V •■1 f5k€5m,. -- W5„ 411air 5'-6" --7 i f J (BLOCKING) / . : F) 1 z G) rn 0 Co cb - n 0 permit submittal drawings - not for construction C.D 0 0 rn z 0 re,144 ..-4W/%Aar 7Pig: "' IPZ . ,5501E4g, 5 ' 0" (BLOCKING) 5 '-O" 2 ir 0 CD (11 tri CD DUKES AT SOUTHCENTER 2'-6" m z 0 m . CD CD :14 CD ri 15a:5,5Th 0 0 m r" r„D awine u3NkiO3 ■ nu ArNil C s f " • 5 55." "".55.5555.""5 „„.„- 5 aavno VANO: 5 5.775 , .•_•.• .51 55.5.„ „ ,,,,,,,,,,,,, ...2`7„=„ •• .-4•••• • ; crdwo 23M03 —••••••••••• * • • • • • • ... •\ - ,,,,,,, ,,,,,, , r 5 MI 5 7 .1 77 5. 7 . FOOD SERVICE EQUIPMENT & DESIGN 19015 - 66TH AVE SOUTH KENT, WA 98032 (425) 656-8000 * FX (425) 656-8075 „,,,,,,,, • ... /............................... 5 5.1157.151.1.7 5 5574 ....... ..,....,...,....,....... .. „....;i, .. , ,,,,,,,,,,,,,,,,,, , , .55.55.5555...4 :55.55.5. 57•155 5 5. 555. '555 .......................e5. ,, .575-.55. ...........a” ,,,,,, 7 7.5............ ...., 5555 -n'L'S10,1 1.5" " 5 ,, ,.•• ,, ,,,,,,,, 555. " ::555.5.755t 55 5 ,, " gfr 55 • ••"55°."•:,07/ Smith & Greene Company Egg155, V1555, 15555,, 1 1 • 77. 55 55 455.5555.1. ;57 5 5 ." "-= 5 5.5 .57 'A. 557•7 7, 777555 i5 75i7 .4 515 755.15.555.5 5555.5.55.5.517 5.5.55,51. 5777. 557.5 .55555 , ,,,,,,,,,,, - ,,,,,,,,,,,,,,,,,,,,,, f 1 1 — 7 11 • go \ NW' HOOD NO FILTERS) LIGHTS) UTILITY CABINETS) FIRE SY TSEM PIPING WEIGHT TYPE QTY. HEIGHT LENGTH QTY. TYPE GUARD LOCATION FIRE SYSTEM ELECTRICAL SWITCHES TYPE SIZE MODEL # QUANTITY LOCATION 1 SS Baffle with Handles S.P. 1 E0. 4 Incandescent Light NO Left 31' 0.174' 3300-M635' 8' 2970 NO L5B.4. 4 16' 8' 2 SS Baffle with Handles 2 16' 16' 4 Incandescent Light NO 2 4824 ND 11' 0.0('Nora 11 imam 600 Deg. 3 025 10' ND 454 LDS, 5 16' 20' 3 SS Baffle with Handles 3 16' 16' 2 Incandescent Light NO PLAN VIEW - 4 ' 0.00' LONG 4824NINI; -Pf 4' 0.00'Non. 4' 0.00'DD 600 Deg. 1000 10' 4 cAPTiVE_..AIRE 1000 - 0.413' 800 0 EIL X540:4-001 (id sr 430 SS Where Exposed ALONE BACK _12111 - • • i :SL ■ - I •11e1.-:. .11:.1.1. NO 155 LBS. HOOD NO. MODEL LENGTH MAX. COOKING TENP. EXHAUST PLENUM SUPPLY PLENUM HOOD CONSTRUCTION HOOD CONFIG. TOTAL EXH. CFM CFM MIS) TOTAL N P. CFM RISERS) END TD END ROV WIDTH LENG. DIA. CFM S.P. WIDTH LEND. DIA. CFM S.P. 1 4824 ND -2 -PSP -F 12' OAO'Nan 12' 0.00'0D 600 Deg. 33 00 10' 31' 0.174' 3300-M635' 8' 2970 Y 1361 0.231' 8' 430 SS Where Exposed LEFT FRONT 0.231' I 3 + Front! 48' 1 16' 1 6' 8' 24' 2 4824 ND 11' 0.0('Nora 11 imam 600 Deg. 3 025 10' 29' 3025-0,599' CONDENSATE 2722 HANGING ANGLE LOCATIONS EXHAL1.ST CF = LENGTH OF H000 X CFM /UN.FT (LOAD) SUPPLY CFA EXHAUST CFM X PERCENTAGE REQUIRED TOTAL DUCT AREA =144 X CFM 430 SS Where Exposed RIGHT FRONT TOTAL DUCT AREA DUCT LENGTH DUCT DEPTH 3 4824 ND -2 -PSP -F 4' 0.00'Non. 4' 0.00'DD 600 Deg. 1000 10' 9' cAPTiVE_..AIRE 1000 - 0.413' 800 S.O.C.A. - 16 4> U.L 710 & €1LC71s3 STIMMOS EIL X540:4-001 (id sr 430 SS Where Exposed ALONE BACK _12111 - • • i :SL ■ - I •11e1.-:. .11:.1.1. REDUCTION SYSTEMS AVAILABLE AS FOLLOWS: MATERIAL- 4 4824 VHB-G 4' 0.00'Norr. 4' 0.00 DD 700 Deg. 600 10' 10' STANDOFF 600 - 0.075' 0 1. ALL ELECTRICAL "FIELD' CO NECTTONS AND RELATED INTERCONNECTIONS BY ELECTRICAL CONTRACTORS. 2. ALL MIMING •FIaD• CONNECTIONS AND RELATED 304 SS 11:10% ALONE N/A IN5TAWNC CONTRACTORS. 4. ALL CONFECTIONS FROM CAPTIVE-AIRE DUCT PER MECHANNCAL CONTRACTORS'S PLANS. 5. COOKING EQUIPMENT TO SHUTOFF IN EVENT OF FIRE 6. EM MET FANS TO TURN ON N EVENT OF FIRE. gi g POS. LENGTH WIDTH HEIGHT RISER(S) WIDTH LEND. DIA. CFM S.P. 1 Front 156' 16' 6 ' 10' 24' C EXHAUST 990 0174" 5.25" 10' 24' 990 0.174' 0 WITH 10' 24' 990 0.174' I 2 1 Front 132' 1 16' 1 6' 8' 36' Y 1361 0.231' 8' 36' 1.75" 1361 0.231' I 3 + Front! 48' 1 16' 1 6' 8' 24' B00 0.146' 1/2' DNA. ALL THREAD CONNECTED TO ROOF THROUGH ANOTHER ANGLE ■ ROD 1/2" JOIST ONE HANGING HANGING DIA. HEAVY DUTY NUT ABOVE AND ONE BELOW ANGLE STEM_ HANGING ANGLE *ROO AND NUTS TO BE SUPPLIED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE PL#ICHED AT FACTORY' HANGING ANGLE DETAIL HOOD STYLE DIM FROM DIM FROM DIM FROM REAR (24 FRONT H) �30[Hf C EXHAUST 1.75" 11.25" 5.25" N LY 0 WITH P MUA 1.75" 2.75" 2.75" Y 1'5 ONLLYYUST 1.75" 15.0" 5.25" KE WITH L MUA 1.75" 2.75" 2.75" F CONDENSATE 10.50" HANGING ANGLE LOCATIONS EXHAL1.ST CF = LENGTH OF H000 X CFM /UN.FT (LOAD) SUPPLY CFA EXHAUST CFM X PERCENTAGE REQUIRED TOTAL DUCT AREA =144 X CFM F TOTAL DUCT AREA DUCT LENGTH DUCT DEPTH • CAPTIVE -AIRE VEN1ILATCR DUCT SIZES ARE CALCULATED USING AN DO4AUST VELOCITY CF 1500-1800 FPM AND A SUPPLY VELOCITY OF 1000 FPM. CALCULATIONS UTILIZED cAPTiVE_..AIRE HOODS ARE LULT IN COMPLIANCE, Th: « NFPA #98 e k.G,6.C1. 4416 . itSt * a` CCi PST & -1 NO. 93137 S.O.C.A. - 16 4> U.L 710 & €1LC71s3 STIMMOS EIL X540:4-001 (id sr 0 NFPA8 - BUILDING CODES _12111 - • • i :SL ■ - I •11e1.-:. .11:.1.1. REDUCTION SYSTEMS AVAILABLE AS FOLLOWS: MATERIAL- CLEARANCE REDUCTION SYSTEM NON - COMBUSTIBLE NONE REQUIRED UMRED- COMBUSTIBLE 3- UMNSULATE0 STANDOFF COMBUSTIBLE 3" INSULATED STANDOFF CLEARANCE TO COMBUSTIBLES INSTALLATION 1. ALL ELECTRICAL "FIELD' CO NECTTONS AND RELATED INTERCONNECTIONS BY ELECTRICAL CONTRACTORS. 2. ALL MIMING •FIaD• CONNECTIONS AND RELATED INTERCONNECTWNS BY PLUMBING CONTRACTORS. 3. HANGING BRACKETS LOCATED AND WELDED AS SHOWN ON PLANS. ALL OTHER HANGER MATERIALS PROVIDED BY IN5TAWNC CONTRACTORS. 4. ALL CONFECTIONS FROM CAPTIVE-AIRE DUCT PER MECHANNCAL CONTRACTORS'S PLANS. 5. COOKING EQUIPMENT TO SHUTOFF IN EVENT OF FIRE 6. EM MET FANS TO TURN ON N EVENT OF FIRE. 7. ALL UGHTS FDLTURE SHOWN INSTALLED BY CAPTIVE -AIRE ARE FACTORY PREMED. INTERCONNECTIONS BETWEEN HOODS AND TO SWITCHES BY ELECTRICAL CONTRACTORS. 8. LAMPS FOR LIGHT FIXTURES BY INSTALLING CONTRACTORS. 9. SEISMIC RESTAINTS ARE RESPONSIBILITY OF INNSTAWNG CONTRACTOR. 10. INSTALLING CONTRACTORS ASSUME ALL RELATED REPONSIBIL11Y FOR VERIFICATION OF DIMENSIONAL DATA CON OWNED ON THESE DOCUMENTS FOR ACCURACY, INTEGRATION, AND ADMIIisTRATION OF CODE REQUIREMENTS IN EFFECT PRIOR TO ANY RELEASE FOR PRODUCTION OF EQUIPMENT SHOWN. _MIME 11. KITCHEN HOODS MUST BE BALANCED WRH KFOHE N. 12. KITCHEN SHALT. BE NEGATAIE WITH RESPECT TO BRING AREA 13. RESTAURANT SHALL BE POSTIIVE WITH RESPECT TO AMBIENT PURE ADDmoNAL 14. WRITTEN H000 DIMENSIONS HAVE PRECEDENCE OVER SCALE. 15. SIGNED AND 'APPROVED' COPIES OF THIS DOCUMENT MUST BE RECEIVED BY THE FACTORY PRIOR TO COMMENCEMENT OF FABRICATION. GENERAL NOTES RESISTANCE VS. AIRFLOW - 2" KIe4m -Gard BsB7e Type ct Piltrrs 141 (S'a vr) DNVSSISf1 (kPa) E /0.76 200 /1.01 YA /137 303/1,52 350/1.79 400 /7-5 AIRFLOW (fpm/m /s) H I ► Kleen -Gard Baffle Type Filters are UL (Thissified Grease Extracting Filters. MEA # 168 -.78 -M Aluminum MEA # 247 -96 -E Stainless Steel FILTER DETAIL HOOD INFORMATION KWICKM Y" J • 1 0 3.0 HANGING ANGLE Ii Hood #1 8,0 --24.0 N FULL PERIMETER GUTTER EQUIPMENT BY OTHERS HEOD€S ARE BUILT IN COMPLIANCE WITH N= PA #96 NSF UL 710 & ULC7I0 STANDARDS E,T,L, LISTED 3054804-001 48' 1 -- LLL Listed Incandescent Light 0 C6.0 1 2' 0.00'Nort./12' 0.0O'OD PLAN VIEW - 12' 0.00' LONG 4824NI) -2- -PSP -F 1 4 1 -24.13- 1-1 -- -24.0✓ -0 24" NON SECTION VIEW - MODEL 4824 -VHB -G ETL LISTING DESCRIPTION BLOCK THE CAPTIVE AIRE MODEL ND HAS BEEN E.T.L. TESTED, LISTED, AND APPROVED TO EXHAUST A MINIMUM OF 200 CFM PER LINEAR FOOT OVER 600 DEGREE COOKING EQUIPMENT 10.0 4. 4 Hood #2 1O1 4' 0.00'NorJ4' 0.0O'O PLAN VIEW - 4' 0.00' LONG 4824VHB -G SPECIFICATIONS: VH -1 MODEL 1 THE MODEL VH-1 IS A SINGLE WALL TYPE HOOD WITH NQ BUILT - IN MAKE - UP AIR CAPABILITIES. THE HOOD COMPONENTS SHALL BE FABRICATED OF TYPE 304 S /STEEL, #3 OR 114 POLISH, ON ALL EXPOSED SURFACES, THE HOOD SHALL BE PROVIDED WITH HANGING ANGLES ON EACH END OF THE HOOD THE HOOD SHALL BE FITTED WITH A 1' THICK REMOVABLE MESH FILTER AT EACH DUCT LOCATION. FILTERS SHALL BE EASILY REMOVABLE FOR CLEANING PURPOSES. NOMINAL HOOD DIMENSIONS SHALL BE AS SHOWN ON DRAWINGS. HOOD INFORMATION .0 I 29.0 - -a 11' 0A0'Norl. /11' 0.00' Hood #3 PLAN VIEW - 11' 0.00' LONG 4824ND -2 -PSP -F ' 0.00'Norr./4' 0.00'1 I 4.0 24. LLL.. Listed Incarrdesant Light 0 0 Field Cut r" Zig %■ ILL Listed Incandescent Light - 110111111 33 0 I 66.0 I 33. 1( .0 I -j 3.0 3.0 11 1 1 0 4 .0 1 .0 REMOTE MANUAL PULL STATION REMOVABLE STAINLESS STEEL SERVICE DOOR AGENT TANK ANSUL FIRE SYSTEM BOX MICR ❑SWITCH WIRES ARE LOCATED IN A ROUND BOX ON THE SIDE OF THE FIRE SYSTEM. SEE NOTES BELOW NOTES.• 1) TO COIL OF SHUNT TRIP BREAKER TO SHUT OFF ELECTRIC COOKING EQUIPMENT. 2) TO COD- OF MUA MOTOR STARTER TO SHUT DOWN MUA FAN, 3) TO BUILDING ALARM SYSTEM. SPECIFICATIONS: ND -PSP MODEL THE MODEL ND IS A WALL CANOPY EXHAUST HOOD, VENTILATOR SHALL BE COMPENSATING WITH THE ADDITION OF A PERFORATED SUPPLY PLENUM (PSP). SUPPLY AIR SHALL DISCHARGE THROUGH PERFORATED PANELS AT THE BOTTOM OF PLENUM. THE HOOD COMPONENTS SHALL BE FABRICATED OF TYPE 430 STAINLESS STEEL, 03 OR #4 POLISH, ON ALL EXPOSED SURFACES. CONSTRUCTION SHALL BE IN ACCORDANCE WITH NFPA 96. THE HOOD SHALL BE PROVIDED WITH HANGING ANGLES ON EACH END OF THE HOOD, AN ADDITIONAL SET OF HANGING ANGLES WILL BE PROVIDED FOR HOODS GREATER THAN 12' IN LENGTH. THE HOOD SHALL BE FITTED WITH U.L. CLASSIFIED ALUMINUM BAFFLE FILTERS WITH HANDLES. EACH FILTER SHALL BE EASILY REMOVABLE FOR CLEANING. THE FILTERS WILL DRAIN THE GREASE INTO A SLOPED GREASE DRAIN SYSTEM WITH REMOVABLE 1/2 PINT CUP FOR EASY CLEANING. HOOD LIGHTS SHALL BE U.L. LISTED AND NSF LISTED FOR USE IN COMMERCIAL COOKING HOODS. EACH FIXTURE WILL ACCOMODATE A 100 WATT INCANDESCENT BULB. HOOD DIMENSIONS SHALL BE AS SHOWN ON DRAWINGS. DECTECTOR OEM RELEASE/ BRACKET ASSEMBLY DUCT PROTECTION NOZZLE • Pol - PLENUM PROTECTION NOZZLE TYPICAL ANSUL R -102 SYSTEM LAYOUT I MICROSWITCH BROWN = NORMALLY CLOSED BLACK = NORMALLY OPEN RED = COMMON ,77H FIRE SYSTEM COCXED C cE NC = CIRCUIT Cct•NO = OPEN KITH FIRE =TAW FIRED C ct NC = OPEN CctNO = CIRCUIT eI EACH MICROSWITCH IS RATED FOR 15 AMPS, 1/3 HP 125 OR 250 VAC, WITH 1/2 AMP 2 125 VDC AND 114 AMP E 250 VDC. HANGING ANGLE 3' STANDOFF IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED- COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS OPTIONAL PRE -WIRED ELECTRICAL TERMINAL BOX WITH TERMINAL STRIPS, 3 -PHASE CONTACTORS AND OVERLOADS FAN AND LIGHT CIF APPLICABLE CONTROL PANEL SPECIFICATI ❑NS PERFORATED SUPPLY PLENUMS EQUIPMENT BY OTHERS EXHAUST RISER 100W VAPORPROOF INCANDESCENT UGHT MAX THE SYSTEM SHALL BE CAPABLE OF AUTOMATIC DETECTION AND ACTUATION WITH LOCAL OR REMOTE MANUAL ACTUATION. ACCESSORIES SHALL BE AVAILABLE FOR MECHANICAL OR ELECTRICAL GAS LINE SHUT -OFF APPLICATIONS. THE EXTINGUISHING AGENT SHALL BE A POTASSIUM CARBONATE, POTASSIUM ACETATE -BASED FORMULATION DESIGNED FOR FLAME KNOCKDOWN AND SECUREMENT OF GREASE RELATED FIRES. IT SHALL BE AVAILABLE IN PLASTIC CONTAINERS WITH INSTRLUTIUNS FOR LIQUID AGENT HANDLING AND USAGE, THE REGULATED RELEASE MECHANISM SHALL BE COMPATIBLE WITH A FUSIBLE LINK DETECTION SYSTEM. THE FUSIBLE LINK SHALL BE SELECTED AND INSTALLED ACCORDING TO THE OPERATING TEMPERATURE IN THE VENTILATING SYSTEM. THE FUSIBLE LINK SHALL BE SUPPORTED BY A DETECTOR BRACKET/ LINKAGE ASSEMBLY. 2.75' THE RESTAURANT FIRE SUPPRESSION SYSTEM SHALL BE THE PRE - ENGINEERED TYPE WITH A FIXED NOZZLE AGENT DISTRIBUTION NETWORK. IT SHALL BE LISTED WITH UNDERWRITERS LABORATORIES, INC. COL) 24' NOM 78' TYP. SECTION VIEW - MODEL 4824 -ND -2 with PSP Accessory cove c SUPPLY RISER WITH VOLUME DAMPER 23.52 OPEN STAINLESS STEEL PERFORATED PANEL REVISIONS DESCRIPTION A A A A DATE: czt co y = 41 L:1 oi) '41:3 O O = Niz C.) c ab DATE: 7/11/07 DWG.#: 1 DRAWN BY: R. STEWART SCALE: 1 /2 1 Ft HOOD DETAIL PLAN SHEET# 1 of 1 J SEP 10 Z007 C 0 ♦ ▪ - 0 C 0 U 0 0 C t C 0 0 0 E n CA7 ss Date 07 - 26 - 07 INDEX NWIIMkslpik KC -1 EQUIPMENT PLAN KC 1.1 FLOOR PLAN KC -2 PLUMBING PLAN KC -2.1 BEVERAGE CHASE KC -3 ELECTRIC PLAN KC 4 ELEVATIONS & KEY KC -4.1 ELEVATIONS & KEY KC -5 HOOD DWG'S. KC -5.1 HOOD FAN DWG'S. KC -6 BAR PLAN MR 1 ELEVATIONS (' SUBMITTAL SET 2 3 COMP SINK REV. 1 ROUGH'S No. Revision /Issue 8/06/07 8/06/07 7/26/07 7/12/07 Date 7 2804 GRAND AVE. SUITE 202 EVERETT, WA. 98201 PH: (888)-338-5225 FAX:i425)-212-5998 reg85@captiveaircom tionfit, ar of la a r iv — MEM& i■ MEW .. i N w „„.„ . ....... _ NORTHWEST REGIONAL OFFICE FAN NO. FAN UNIT MODEL # EXHAUST FAN SUPPLY FAN MODEL TAG CFM S.P. RPM H.P. 0 VOLT FLA BLOWER HOUSING TAG CFM S.P. RPM H.P. 0 VOLT FLA 1 BIIBCARM BI18CARM e3000 CFM = 572 FPM 3300 - 1_250' 1249 2.000 1 230 12.5 1000 3000 16'x20'x2' (3) R3000 CFM = 572 FPM D.500 -G15 12' 18 550 7' WC 14' WC 2 B118CARM BI18CARM 20'x25'x2' (3) 3025 - 1.250' 1195 1.500 1 230 10.2 1 2500 6000 20'x25'x2' (3) e6000 CFM = 696 FPM D.750-018 18' 27.5 825 7' WC 3 BI13CARM BI13CARM 8000 1000 -- L000' 1264 0.750 1 230 5.4 14' WC 1 3500 8000 16'x20'x2' (6) e8000 CFM = 762 FPM D1000 -920 24' 36.6 1100 4 DU3OHFA DU301-IFA 6000 600 - 0.400' 1143 0.250 1 115 4.0 7' WC 5 PSI 1 -1/4 6000 13000 16'x20'x2' (10) 213000 CFM = 743 FPM 11.2000 -925 48' 73.3 5 A3- D.750 -G18 5 PSI 1 -1/2 10000 21000 20'x25'x2' (8) @21000 CFM = 913 FPM D.2500- 925 60# 9L6 G19 A3 -1118 5 PSI 6492 0.650' 835 5.000 1 230 24.6 FAN NO. BTU RANGE (MBH) GAS PRESSURE GAS CONNECTION CF ANGE FILTER SIZE 8 QTY MAX. FILTER VELOCITY MODEL BURNER LENGTH BTU LOW BTU HIGH MIN MAX 'T' (NPT) MIN MAX D.250 -G10 6' 18 275 7' WC 14' WC 3/4 1000 3000 16'x20'x2' (3) e3000 CFM = 572 FPM D.500 -G10 12' 18 550 7' WC 14' WC 3/4 1000 3000 16'x20'x2' (3) R3000 CFM = 572 FPM D.500 -G15 12' 18 550 7' WC 14' WC 1 2500 6000 20'x25'x2' (3) 86000 CFM = 696 FPM 11.750 -G15 18' 27.5 825 7' WC 14' WC 1 2500 6000 20'x25'x2' (3) e6000 CFM = 696 FPM D.750-018 18' 27.5 825 7' WC 14' WC 1 3500 8000 16'x20'x2' (6) 88000 CFM = 762 FPM D.1000-G18 24' 36.6 1100 7' WC 14' WC 1 3500 8000 16'x20'x2' (6) e8000 CFM = 762 FPM D1000 -920 24' 36.6 1100 7' WC 5 PSI 1 -1/4 6000 13000 16'x20'x2' (10) 213000 CFM = 743 FPM 11.1500- 920 30' 458 1375 7' WC 5 PSI 1 -1/4 6000 13000 16'x20'x2' (10) 213000 CFM = 743 FPM 11.2000 -925 48' 73.3 2200 7' WC 5 PSI 1 -1/2 10000 21000 20'x25'x2' (8) @21000 CFM = 913 FPM D.2500- 925 60# 9L6 2750 7' WC 5 PSI 1 -1/2 10000 21000 20'x25'x2' (8) e21000 CFM = 913 FPM FAN NO. UNIT DIMENSIONS CURB DISCHARGE OPENING MODEL WEIGHT A B C D E F G H J K N P R S 0.250 -610 595 LBS 74 -3/8 27 -3/8 29 -3/4 26 -1/16 3 -3/4 44 -3/8 7 -13/16 34- 13/16 21 71 13 -1/4 11 -1/2 3 -7/8 5 -9/16 D.500 -G10 600 LBS 74 -3/8 27 -3/8 29 -3/4 26 -1/16 3 -3/4 44 -3/8 7 -13/16 34 -13/16 21 71 13 -1/4 11 -1/2 3 -7/8 5 -9/16 D.500 -G15 810 LBS 82 -3/8 37- /8 6- /4 3 -1/16 -3/4 53 -5/8 7 - 13/16 42 -13/16 31 79 18 -3/4 16 6 -1/8 10 -13/16 D.750 -G15 815 LBS 82 -3/8 37 -3/8 36 -3/4 33 -1/16 3 -3/4 53 -5/8 7 -13/16 42 -13/16 31 79 18 -3/4 16 6 -1/8 10 -13/16 D.750 -G18 975 LBS 87-3/8 41- -3 /8 43 -3/8 38- 1/16 5-1/4 51 -5/8 9 -1/2 47 -13/16 35 84 22 19 6 -1_2 10 -5/16 D.1000 -G18 980 LBS 87 -3/8 41 -3/8 43 -3/8 38 -1/16 5 -1/4 51 -5/8 9 -1/2 47 -13/16 35 84 22 19 6 -1/2 10 -5/16 D1000 -920 1635 LBS118 -1/2 48 -7/16 51 -3/8 46-1/8 5--1/4 76 -3/8 13- 9/16 66- 5/16 42 115 -3/16 24 -7/8 24 -7/8 8 -9/16 10 -5/8 D.1500 -920 1650 LBS 118 -1/2 48 -7/16 51 -3/8 46 -1/8 5 -1/4 76 -3/8 13- 9/16 66 -5/16 42 115 -3/16 24 -7/8 24 -7/8 8 -9/16 10 -5/8 D2000 -925 2160 LBS128 --1/2 59 -3/16 58 -3/8 53 -1/8 5-1/4 71 -3/8 13 -3/4 76-7/16 52 -3/4 125- 3/16 31 -3/8 31 -3/8 10- 11/1612 -7/8 D.2500 -925 2175 LBS 128 -1/2 59 -3/16 58 -3/8 53 -1/8 5-1/4 71 -3/8 13-3/4 76 -7/16 52 -3/4 125- 3/16 31 -3/8 31 -3/8 10- 11/1612 -7/8 FAN NO. OPTION (Qty. - Descr.) 1 1 - Rubber Vibration Isolators for BI Utility Sets (set of 6) 1 1 - Exhaust Fan Grease Cup CIIELHD 2 1 - Exhaust Fan Grease Cup CDELHD 2 1 - Rubber Vibration Isolators for BI Utility Sets (set of 6) 3 1 - Exhaust Fan Grease Cup (DELHI) 3 1 - Rubber Vibration Isolators for BI Utility Sets (set of 6) 4 1 - SCR -11 Bird Screen 4 1 - I 15 -BDD Damper 5 1 - Motorized Backdraft Damper for A3 -D Housing NO. ON ITEM SIZE 1 # 1 Curb 4.000'W x 48.000'1_ x 10.0009-1 2 # 2 Curb 4.000'W x 48.0001 x 10.0009H 3 # 3 Curb 4.000'W x 36.000'L x 10.0001-1 4 # 4 Curb 19.500'W x 19.5001 x 20.000'H Hinged 5 # 5 Curb 35.000'W x 04.000•L x 20.000•H Insulated FAN UNIT NO. CAF EXHAUST SUPPLY GREASE CUP GRAVITY DAMPER WALL MOUNT SIDE DISCHARGE GRAVITY DAMPER MOTORIZED DAMPER WALL MOUNT 1 YES 2 YES DU25HFA 25 1/4 25 1/2 3 21 YES 12 1/8 16 50 DU3OHFA 25 4 25 1/2 YES 21 18 1/2 12 1/8 16 5 DU33HFA 25 1/4 25 1/2 2 YES 18 1/2 FAN UNIT NO. BTU's TEMP. RISE TYPE 5 381340 55 deg F Natural FAN MODEL 14 HT 1/2 V B 2 C F R RD 13 WEIGHT LB 13 DU25HFA 25 1/4 25 1/2 2 21 18 1/2 12 1/8 16 50 DU3OHFA 25 1/4 25 1/2 2 21 18 1/2 12 1/8 16 50 DU33HFA 25 1/4 25 1/2 2 21 18 1/2 12 1/8 16 50 DU5OHFA 27 1/4 28 7/8 2 21 21 1/2 13 1/4 16 55 DU75HFA 30 1/2 31 7/8 2 24 3/4 23 14 7/8 20 60 DU85HFA 30 1/2 31 7/8 2 24 3/4 23 14 7/8 ] 60 FAN INFORMATION 81 SERIES RESTAURANT DUTY UTILITY SET D All HH F� K SHAFT DTA. W E GENERAL & RESTAURANT DUTY UTILITY SET DIMENSIONAL DATA FAN 14(1311. Alt 7 E 31111 23 5/8 11 5/16 8 1/4 27 3/4 3112 3EE 1/16 13 9 7/8 33 1/4 2{E 1116 B7.13 33 13116 14 3/8 mm 19 3/4 34 1I322D 1914 3115 31 13/16 15 3/4 12 35 3/3 20 1116 3116 34 11/16 17 5/$ €3 1/8 36 112 22 Bus as 13/16 19 3/a 14 1/2 37 7/8 22 21 1/4 15 3/4 46 7/16 as 23 5/8 17 5/8 48 5/16 28 31241 42 15/16 3122 44 3/8 3124 49 13/16 26 772.7 3731 46 1/2 7,ne es 1/4 53 3/16 6-4 11/1S 31 3/4 .• 23 '5.6 5/9 . 435916 64 3/4 3T32 65 5/8 34 7/8 ae es ..._ 42 5/16 64 3/4 3T36 e8 1346 38 5/8 23 3/4 62 3/4 43 7/155 64 3/4 DUHFA SERIES UPBLAST EXHAUST FANS (UL705) 19 3/E3 51 5/16 DUHFA DIRECT DRIVE CENTRIFUGAL UP -BLAST EXHAUST FANS DIMENSIONAL DATA L 15 1/4 T T FF H K 21 5/16 13 3/16 29 1/8 29 1/8 29 1/8 15/16 43 VS 3 3/8 43 3/8 OPTIONS: 0 HINGED FAN PITCHED CURB INSULATED CURB BIRD SCREEN P I- I s -.a 16 9/16 12 16 9/16 14 3/8 16 9 /18 1� 7/8 16 7/16 17 3/8 46 1/2 2'3 15/16 € 26 28 15/16 FEATURES; - ROOF MOUNTED FANS GAS FIRED MAKE -UP AIR UNITS P 11 17 1/4 7116 2 21 - 1/8 21 1/8 21 1/8 21 1/8 16 9/16 1.9 3/e 21 1/8 €I 1/2 14 11/16 1 17 3/4 40 7/8 23 1/4 21 €/4 27 11/16 14 3/8 22 3/4 40 718 25 1/4 23 5/8 27 11/16 14 5/8 22 3/4 1 21 5/2 18 9/16 28 5/0 2e 15/16 18 5/16 31. 3/4 32 a. -.. 17 L. 33 € 32 17 38 3/4 i 32 17 - WEATHERPROOF DL - THOU_ OVERLOAD PRfTECTIoN (SINGLE PHASED AIR FLOW H FEATURES: OPTIONS: - OPTITLIJMAL SUPPORT RAILS 25 1.12 41 41 41 { --R ❑--I Fl9.J_ ANCA CLASS 1 LPERATDBI - VENTED MOTOR COVER FOR WEATHER PROTECTION - U_762 LISTED FOR RESTAURANT DUTY - UPBLAST DISCHARGE DIRECTS AIR AVAY FROM FLOOR - CONTINUOUSLY MELDED HOUSING - CLEANDUT DOOR WITH LATCHES PRIVD1E EASY ACCESS VITHGUT TOOLS - 2' GREASE DRAM MILL NOT CLOG HEAT SLMIGER SI -RAFT SEAL EMERGENCY =CONNECT SWITCH VIBRATION ISOLATORS 14 I5 1/4 €6 3/8 19 3/4 23 3/8 25 1/2 1 22 3/8 V SHAFT 1 N/A 3/4 13 1/8 1 165 1_..__. 179 1 189 E 3/16 200 I 3/16... 2e63 1 - 3/16 403 1 3/16 7/16 498 1 7/16 525 1 11/16 SIM E 11/16 11116 1 €5/16 4 .b 7 8 9/16 15/16 FAN OPTIONS SHIPPING 1..44 9E1 10 4 FAN MODEL DU1OHFA 18 10 10 10 10 10 10 10 10 10 1.4 10 4 36 _... ... 36 4 48 4 48 4 48 CURB DIMENSIONAL DATA D FF 36 4._... 60 4 60 4 4 4 4 60 6A 4 69 63 69 DU12HFA DU25HFA DU3OHFA DU33HFA BU90HFA DU75HFA DUBSHFA 19 1/2 19 1/2 19 1/2 19 1/2 23 23 12 tiva, INAMOZ DIFA -tL7C5 FAN ACCESSORIES 81 SERIES RESTAURANT DUTY UTILITY SET GENERAL R RESTAURANT DUTY UTILITY SET DIMENSIONAL DATA FANS 14030L AU E1 - SF10 23 5 /10 11 5/16 31 €2 38 1/16 13 3113 3013/16 5115 31 13/16 5116 34 11/16 331€8 35 13/16 3128 42 13/16 3382 44 3/8 5x134 49 13/16 3127 • 51 7/15 UNIT INF❑RMATI ❑N. 9 718 14 3/8 10 314 15 3/4 1.2 17 5/8 13 1/8 19 3/8 21 1/4 2130 64 11/16 31 3/4 2133 65 5/8 34 7/0 8136 68 13/16 as 5/3 DIM 'B' W 8 1/4 c#7 3/4 1.5 1/4 33 114 28 1/16 1/8 21E1/16 1/2 22 14 1/2 37 7/82 15 3/4 46 7/16 29 23 5//8 17 519 48 5/16 29 26 19 3/81 51 5/16 32 c^8 5/6 Dl 1/4 53 3/€6 32 29 1/8 16 9116 14 3/9 3/0 1 20 1/16 € 29 1/0 16 9/18 15 7/3 31 16 7/16 17 3/9 31 16 9116 13 3/8 407/0 25 114 21 1/4 23 5/8 't 5/8 43 51E6 26 69 43 5/16 28 3/4 62 3/4 43 7/16 DIM '5'-1.- DIM 'N' DIM 'J' DIM 'R' - DIM 'C' DIM 'G' Ii 21 5/16 89 1/8 CURB ASSEMBLIES FF K O P 13 3/16 11 17 114 15 9/1618 7116 21 1/8 41 7/8 86 114 22 5/8 46 1/2 28 15/16 46 1/2 8 15/16 64 3/4 43 3/8 64 3/4 43 3/0 64 3/4 43 3/8 MODULAR OUTDOOR DOWN DISCHARGE DIRECT FIRED HEATER CURB OUTER WALL I�- DIM 'Ft' 26 28 15/16 235/8 29 18/16 31 314 32 35 32 32 3/4 DIM 'A' 21 1/8 21 1/0 21 21 1/8 27 11/16 27 11/16 32 SHAFT 11 3/4 11 7/16 14 /A 3/4 11 1/2 14 11)16 13 1/9 11 1/2 1 4 11/16 14 11 112 14 11/16 13 1/4 1/2 14 11/16 18 3/E 14 5/8 1 22 3/4 1 19 3/4 1 1 3/16 € 495 14 S/8 22 3/4 21 5/0 1 3/16 10 9116 25 1/2 23 3/8 1 7/1.6 15 3/16 23 1/2 23 319 1 7/15 17 17 17 DIM 'P' DISCHARGE OPENING FLEX CONDUIT FOR FIELD WIRING SERVICE DISCIMECT SS ITCI- DIM 'T' DIRECT FIRED MODULE 1f DIM 'K' ROOF OPENING 2' SMALLER THEN CURB DIMENSION. ALL DIMENSIONS ARE NOMINAL AND GIVEN IN INCHES. FEATURES: - FULL AFCA CLASS 1 OPERATION - VENTED MOTOR (LIVER FOR WEATHER PROTECTION - UL762 LISTED FOR RESTAURANT DUTY - UPBLAST DISCHARGE DD2ECTS AIR AVAY FROM FLOOR - CONTMN EIISLY WELDED HOMING - CLEANOUT DOOR WITH LATCHES PROVIDE EASY ACCESS VEfl4IUT TOOLS - 2' GREASE DRAIN WILL NOT CLOG OPTIONAL SUPPORT RADA 112 114 11 /16 FEAT SLINGER SHAFT SEAL EMERGENCY DISCONNECT SWITCH VIBRATION ISOLATORS 3 180 i 3/18 200 17 3/4 1 1 3/16 2213 41 122 9 /161 11/16 41 30 15/16 11 11/16 41 3 165 �...........a...• 371E 11/16 T I 15/16 315 DIM 'F' A1R> L. LIFTING LUGS 4 PLACES 20 IN HIGH EQUIPMENT CURB - 93 SH 499 525 2704 873 14 ' 10 4 10 4 19 4 EO 4 10 4 10 4 1f1 4 121 4 IQ 4 18 4 10 4 r^` CODE COVO_IiNNCE FF 36 36 36 48 48 48 60 60 60 13 4 60 19 4 69 69 69 Z IL762 Dotty i.f 1. > C� C BUILOI Rf.'1 S9 tr'tIE Ys CURB/RAIL COMBINATION USED ON UNITS WITH 20' AND 25' BLOWERS DIM 'K' 20 IN HIGH EQUIPMENT CURB & RAIL I,;E, FAN BASE CURB PLATE (LEFT) HINGE KIT DETAIL GREASE PIPE (OPTIONAL.) GREASE BOX (OPTIONAL) FAN IN CLOSED POSITION FAN PLATE (LEFT) FAN DET CURB ATTENTI ❑N: INSTALLER SHOULD SUPPLY ENOUGH ELECTRICAL CORD TO LET FAN MAKE COMPLETE SWING. FAN IN OPEN POSITION GREASE BOX ATTACH GREASE BOX COVER TO THE CURB 3' BELOW TOP EDGE OF CURB. USING (3) LONG (3/4' LG.) SCREWS AS SHOWN. INSTALL GREASE PIPE AS SHOWN. GREASE PIPE CURB GREASE BOX COVER GREASE BOX_ INSTALLATION 1. A PRE - WIRED ELECTRICAL CONTROL PACKAGE SHALL BE PROVIDED TO OPERATE THE HOOD LIGHTS AND FANS. 2. PACKAGE SHALL CONSIST OF SWITCH PANEL WITH LIGHT SWRHCH(ES) AND RED - LIGHTED FAN SWITCH(ES). STARTER/ OVERLOAD ASSEMBLY FOR EACH FAN(OPTIONAL). NUMBERED INPUT' /OUTPUT TERMINAL STRPS. AND A TERMINAL FOR DOUBLE -DWIL FIRE SYSTEM MICROSWITCH CONNECTION. 3, ONE RELAY IS WIRED TO MIG'RDSWOCH ON FIRE SYSTEM) FOR SUPPLY FAN SHUTDOWN AND OTHER RELAY FOR ADDITIONAL_ FIRE SYSTEM ACTIVATED DRY CONTACTS. 4. ELECTRICAL CONDUIT DROPS FROM THE FAN (S) SHALL eE CONNECTED TO THE NUMBERED TERMINAL STRIP. (BUT BETWEEN THE PRE -WIRE PACKAGE AND FAN(S) SHALL BE SUPPLIED BY THE ELECTRICAL CONTRACTOR. ELECTRICAL PACKAGE NOTES REVISIONS DESCRIPTION A A DATE: DATE: 7/11/07 DWG. #: 1 DRAW R. STEWART SCALE: 1/2" - 1 Ft HOOD DETAIL PLAN SHEET# 1 of 1 J C 0 -1- 0 C 0 0 0 0 C to V1 C 0 0 SEP 10 2007 1 1 No. Scale: # KC -1 KC 1.1 KC -2 KC -2.1 KC -3 KC 4 KC -4.1 KC -5 KC -5.1 KC -6 z cs I NDEX / " 2 ROUGH'S Revision /Issue Date 07 - 26 - 07 _L EQUIPMENT PLAN FLOOR PLAN PLUMBING PLAN BEVERAGE CHASE ELECTRIC PLAN ELEVATIONS & KEY ELEVATIONS & KEY HOOD DWG'S. HOOD FAN DWG'S. BAR PLAN SUBMITTAL SET 8/06/07 3 COMP SINK REV. 8/06/07 ELEVATIONS 7/26/07 7/12/07 Date Sheet # KC-5.1 2804 GRAND AVE. SUITE 202 EVERETT, WA. 98201 PH. (888) 338-5225 FAX (425-212-5998 EMAIL: reg85@captiveaire.com permit submitta „..... 11 % Am sstrissmia am= ■■■ 0■1111■■ 1■1111IMI i if w iir■■■. wow iss■ iii■ NORTHWEST REGIONAL OFFICE f �►� 54 00 7.99 S.S. FINISHED 13.4 /7 DRAWN BY: Johnny Lee DATE: June 13, 2005 DEALER: Arizona Rest. DUKES SOUTH CENTER.dwg REVISIONS A 5/24/07 B 5/31/07 C 06/21/07 GENERAL SPECIFICATIONS S/S 18 GAUGE 11304 CONSTRUCTION S/S LEGS, SOCKETS & ADJUSTABLE FEET S/S 18 GAUGE SINKS S/S COMPLEIE EXPOSED FABRICATION S/S SUPPORT CHANNELS FOAM INJECTED INSULATION RUBBER SOUND PROOF UNDERCOATING ALL BRASS DRAIN FITTINGS COMPLETE HARDWARE AND FITTINGS National Bar Systems 16571 Burke Lane Huntington Beach, California, 92647 Tel: 714-848-1688 Fax: 714 -848 -2788 MODULAR BAR DIE WALL (NMDS) GENERAL SPECIFICATIONS S/S 18 GAUGE #304 CONSTRUCTION S/S LEGS, SOCKETS & ADJUSTABLE FEET S/S 18 GAUGE SINKS S/S COMPLETE EXPOSED FABRICATION S/S SUPPORT CHANNELS FOAM INJECTED INSULATION RUBBER SOUND PROOF UNDERCOATING ALL BRASS DRAIN FILLINGS COMPLETE HARDWARE AND FITTINGS SCALE: 1 /2 " =1 '0" 54.00 48.00 NBRH- R2 -48- SSD -LT -PPW HIGH REMOTE BACKBAR REFRIGERATOR W/ S/S DOORS, LIGHT & PRE -PIPED & PRE -WIRED CONNECTION (110V, 5A MAX, 1300BTU, R22) 49,50 44,99 49.50 NPDB_60- S - CB -M CABINET BASED MITERED CORR. DRAINBOARD Wy/ A10" HIGH SPLASH 24.80 24.82 72,00 NBRH- R3 -72- SSD -LT -PPW HIGH REMOTE BACKBAR REFRIGERATOR W/ S/S DOORS, LIGHTS & PRE -PIPED & PRE -WIRED CONNECTION (110v, 5A MAX, 180OBTU, R22) 24.00 24.65 / 24.00 23.98 174 24,00 24,00 16 144.00 (VERIFY) 339.18 (VERIFY) X 19.90 -� 339.18 (VERIFY) /-15.50 NHS -1 - SP10 -CB -M CABINET BASED HANDSINK W/ A 10 HIGH SPLASH & ITERED 23.82 23.82 ( 01\ SA S \--P F\ 72.00 NBRH- R3 -72- SSD -LT -PPW HIGH REMOTE BACKBAR REFRIGERATOR W/ S/S DOORS, LIGHTS & PRE -PIPED & PRE -WIRED CONNECTION (11ay, 5A MAX, 18008TH, R22) 50.14 . 25.09 , 1� AeO 25.16 25.09 50.14 M 1 �CH_ NPDD_6B AS D VlicC E R 10„ CAB INR °RP IHHOARD CORRDGA�HIGH S305H 25,28 44.42 PLAN VIEW OF UNDERBAR EQUIPMENT FROM ITEMS 110 THRU ITEMS 129 O JOCKEY STATION 25.28 60.00 60.00 000 Aide An re ' mum .I.I� Air _ AV 48.00 NBRH- R2 -48- SSD -LT-PPW HIGH REMOTE BACKBAR REFRIGERATOR W/ S/S DOORS, LIGHT & PRE -PIPED & PRE -WIRED CONNECTION (110V, 5A MAX, 1300BTU, R22) O DRAINBOARD 12' 1B' S.S. FINISHED 54.00 42.00 _ 5Rh2 - S P10`CB BASED jOC RAII 42` NP I CA �N51 BA Sp550 ST A� A N 1 0 / HIGH SPV.A 12.00 10 453-1 SP10"C CPB 14 -1 BAS WIC/ cut SIN' S 1Ai10N w/ 0" SPLASH 24.00 12.00 O O 12.00 O O O 0 ° 8.00/- O M XER /DUMP STATION o O O 24- NJ- WOO /, WALL HAND SINK 12' 11' 30' ELEVATION OF UNDERBAR - B - [ [ U O .�,..d - =V A D STATEN 1 0• 0 DRY GLASS STATION PLAIN VIEW - KITCHEN ITEM NO. 101 24.00 NBRH- R1- 24 -SSO SSS- SSRC -LT -PPW HIGH REMOTE BACKBAR REFRIGERATOR W/ 5 /S DOOR, S/S SIDES, ALL STAILESS STEEL CONSTRUCTION, LIGHT, PRE -PIPED & PRE -WIRED CONNECTION (110V, 5A MAX, 1000BTU, R22) 0 ELEVATION OF KITCHEN ELEVATION OF UNDERBAR - A - O BACK BAR REFRIGERATOR REViEW E: FOR CODE COMPLIANCE AV . ®r FEJ City Of Tukwila BUILDI NG 7,I'. NI ON SEP 10 2007 Scale: Sheet Size (J) L.L1 ARCH D KC -1 EQUIPMENT PLAN KC 1.1 FLOOR PLAN KC -2 PLUMBING PLAN KC -2.1 BEVERAGE CHASE KC -3 ELECTRIC PLAN KC 4 ELEVATIONS 8. KEY KC -4.1 ELEVATIONS & KEY KC -5 HOOD DWG'S. KC -5.1 HOOD FAN DWG'S. KC -6 BAR PLAN 3 COMP SINK REV. ELEVATIONS ROUGH'S 3 SUBMITTAL SET 2 1 1 8/06/07 8/06/07 7/26/07 7/12/07 KC -6 0 1 5' -1" PATIG SLAB LAYOUT SCALE: 1/4" = ,' —o rf\ I\ •^ r /\ l % .A 1 - 1 _I I. I t ) � -" /.- ( } > { 7 (.7 <._ (7'. Y.' '(/ O` t• c t t• t•' \t _ 't' ) = . Z � > _ , { > , {• ), (-)r t i '- ), -'( ),- "( ), '( - I h t 1/, 4, / • t ;, 1 ), 1 { ). )`� l 1 1 ) 1�. ! • 1 �DUTDOOR _FIREPLACE -.. WEST ELEVATION T.O. PARAPET EL. +56.85' CLEAR WIDTH TO FINISHES Al SIDES ROUGH OPENING WIDTH FOR FIREPLACE INSERT 0 EXTERIOR SCALE: 1/4" = 1' -0" I' / a t• 6" 14' -11" )' • SO,TH ELEVATIO\ NOTE: COORDINATE ALL TOP OF SLAB ELEVATIONS WITH BASE BUILDING SIDEWALK PLAN — COORDINATE SPOT ELEVATONS AT PERIMETER WITH BASE BUILDING SITE PLAN O METAL CAP STONE VENEER 454 CERAMIC TILE - BLUE/WIITE CHECK PATTERN X4 CERAMIC TILE - LUE/HHITE ME G< PATTERN 8' -5 T - 1 I b 1 \OUTDOOR FIREPLACE A ' SECTION [11111 I I TiTI ! FJHIT111 i TI II 1 I I I I 1 I I i II 1 I 11 1 1 I I II II I, I • • I I 1 l , : I I 1 1,1 1 -5 3' -T- E r1 ALUM CLAD WOOD STOREFRONT SYSTEM CD STONE CLADDING 1 1 4• STGNE VENEER 0/ 1 BACIIFR BOARD O/ ETAL 5TUD F R AMING iI 1 1i 1i I I i IIII II 1 III1 1111II1 I 1 1 1 I f I 1 I 1 1 I 1 I I I I I { � .I 1 1 1 4 1 1 1.1 ... 1 1 1111.1 I I L_I_ 1 1,1 O 4X4 CERA TILE E4uF TigAL IN /2 BACKER IBOA D - i �I•iI.I -J _� .I f- II I ALUM CLAD WOOD STOREFRONT SYSTEM 33' -11" i _1.1 h I .H II I I l 11 TONE G�LADDINGI : 4 li 1 ��4� 4t I 1 I :1'4'4_ee I' 1 I I I I -- I 1 11 I I I .I I I 1 1 1 - \OUTDOOR FIREPLACE SECTION AT FIREPLACE INSERT _ I lij.jfIU li i�il II I 11 I.11r 11.1 III x[11 111I�11i1IIIIJIII 11 111�1 II 111111 it II I I�_I.I U.I I 1l I_jL 1i, l i(1[ r i [iii .1,11 1 i,1 i i ..S .- I I 1 r . I - Y 1 •T. • 1 I _ • L I 1 11 .] I I L I ' I I 1I x . t r t I r T t r I •I I _ . I l _ .. I . I L � 1 I. r L I I . I - � I I A .._ r• • 1 v r r r r - =r r t' r x Y: T:5 • . r r x r T T 'If' 1 , TOE OF THICKENED EDGE BELOW SLAB [ 11 CLADDING TILE BASE : pit• ALUM CLAD WOOD STOREFRONT SYSTEM METAL CAP 1 2 (4 • STC VEER 9/ , BACKE R BOARD 0/ ETAL STUD FRAMING - - ROUGH OPENING FOR FIREPLACE INSERT - CONCRETE BASE 4X4 CERAMIC TILE - RUJE/WHITE CHECK PATTERN CONC. PATIO SLAB 0 4 e# 11 � 4 I X44 CERAMIC TI B AL LE ILETr�ry f3I LAVERS I R BOAE D O/ S1I. B INS AC REFERENCE PT: T.O. SLAB = +O" T.O. CONC = +12" T.O. CONC = +3" 9' -6" NOTE: STONE CLADDING ON STOREFRONT AND OUTDOOR FIREPLACE CLADDING TO MATCH BASE BUILDING — EL DORADO I I STONE, SAWTOOTH RUSTIC ALUM CLAD WOOD STOREFRONT SYSTEM L) r r STUCCO WALL STUCCO CLAD COLUMN, TYP. if OUTDOOR FIREPLACE 'EAST ELEVATION t• ( STONE CLADDING 11 t J If 1r_ I ` / / I ! 'I \ I / \ /` \ r , r � t { { )` {) ./( )t '( )'• O .. '( )' )` ) d ) l l 1- l L I t a r\ / \ / '� )t _,O ) ) -( l )I \) ( >• >`'' d / I / ( )' 7 / I , i ••J /• ` r‘ l-I i\ l 1\ 3 _24 3' -5 ROUGH OPENING WIDTH FOR FIREPLACE INSERT 20' -10" / _I\ I 6 ' METAL CAP STONE VENEER O LOUVER ALUM CLAD WOOD STOREFRONT SYSTEM 454 CERAMIC TILE - BLUE/WHITE CHECK TTERN 4X4 CERAMIC 11LE - BLUE/WHITE CHECK TEN STUCCO CLAD HEADER STONE CLADDING i � I J I II ALUM CLAD WOOD STOREFRONT SYSTEM IIf . 1111111 I Il I JIII jI i111 iI IiiI 11 ,1 i 1, 1I1I I11,1 II 1i11111 InII It II WI . I 1 1 1 '1 r 1 1 I 1 r r I • I I I ]r I r - I. 7C iL . -1 ' • - I[ .1-11. - • r ... 5 T r .L: _ r 11 x T - _ I • I _. L 1 T 'x I I 1 I i T __ 1L . 1 p p IL. T 1 T I 'A • I IL I T I If 1 .. ..I r - I "'r • 1 I . I . Jl_ l 1 r.. x x I r :Tn_�t z 1 � -0 / �..t] l.r_ �. u�; IIr _ rr '1 T n = 1111.116_ 1 111111 ! L �r ri 1 _. II . .. T : _ It. I I T .IL T II I I. I JL Ir .. I Tr . 1 II L 1 I r r I I I . ..t II I.' 1 I L r I, 1 r r I " T x r Ir ' .1 STUCCO CLAD HEADER Duke's Southcenter DESIGN Chin - Ley/Reche Associates 1516 Melrose Avenue Suite 200 Seattle, Washington 98122 206.938.1501 Telephone 206.935.3449 Fax DATE DESCRIPTION 04.16.08 STOREFRONT REV. PROJECT NO. DATE 04.16.08 DRAWING TITLE STOREFRONT / PATIO REVISIONS DRAWING NUMBER A6 3R- if • i -T ji —L SCALE: 1/4" = 1' -0" SECOND LEVEL EL. +46.85' ,IL . I H :_ * -t -!( •xl 11 _ L . . L r I I II. , I 1 I, _T:..] I 11 T z STUCCO WALL Q ALUM CLAD WOOD STOREFRONT SYSTEM EAST EXTERIOR ELEVATIO\ _l__ ». -I I 1.. 1 1TTiTT 1]111111 TT T _ JTUi - _ FTli11i,�1.11111 • t I T 1l 11` A . i 1 . -� 1 • r Z ..�? r • r t T x � . I I r 1C L. II I .. .. ..r .7 1 - I - •A.� .. u 1 .. I ,u- " .0 t 11 J 1 :.' 1. r -d .r' - I 7 r .X - I Y. 1 _ 'I 1 -- 1 1 _ r r t r -• I r -7Li STUCCO CLAD ) COLUMN, TYP. lslol�s � REV to the see* No c h a nges shall be ma's r ., orl( without prior ap Sion. of Tu►cwIla Building D tan subm al NOS: Revisions will require a new plan tan re����rJ lees m ay include additional plan CITY OF TUKWILA APR 21 2008 PERMIT CENTER T.D. GUARDRAIL EL +50.51' METAL GUARD RAIL - PAINTED SECOND LEVEL o d i EL +46.85 THIN BRICK E•XiERIOR STONE BAND GROUND LEVEL d EL +28.85' FILE Copy Permit No. Date: -g /g 4 • —REVIEWED .-..ate CODE COMPLIANCE APPROVE JUN 1. 3 NOB Of T -�� DIVI Mar review approval is subject to errors omissions. Approval of construction documents does not authorize the violation of any adopted code or ordkance, Receipt of approved Feld Co and cOlIfiliakS is aail ledted: City of Tukwila BUILDING DIVISION SIGN Nn,_!