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HomeMy WebLinkAboutPermit D07-437 - WESTFIELD SOUTHCENTER MALL - PANDA EXPRESS - TENANT IMPROVEMENTPANDA EXPRESS 2600 SOUThCENTER MALL FC -10 D07 -437 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 -437 Occupant /Tenant: PANDA EXPRESS Building Address: 2600 SOUTHCENTER MALL, SUITE NO. FC -l0 Parcel No.: 6364200010 Property Owner: WEFT SOUTHCENTER LLC 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Use: RESTAURANT Occupancy Group/Division: A2 Type of Construction: VB Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 5 - 05 ia/kt 0007 DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 6364200010 Address: 2600 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: PANDA EXPRESS Address: 2600 SOUTHCENTER MALL, # FC -10 , TUKWILA WA Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Phone: Contact Person: Name: CHARLES LEA Address: 1683 WALNUT GROVE AV , ROSEMEAD CA 91770 Phone: 626 280 -9188 Contractor: Name: WILCOX CONSTRUCTION INC Address: 123 4TH AVE N , EDMONDS, WA 98020 Phone: 425 774 -4185 Contractor License No: WILCOC* 194Q0 DESCRIPTION OF WORK: NON - STRUCTURAL TENANT IMPROVEMENT 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 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 -437 Issue Date: 04/25/2008 Permit Expires On: 10/22/2008 Expiration Date: 12/10/2009 Value of Construction: $100,000.00 Fees Collected: $2,037.27 Type of Fire Protection: SPRINKLER/AFA International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 0004 doc: IBC-10 /06 D07 -437 Printed: 04 -25 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Print Name: `fives l,,�S City c 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 N N N Permit Number: D07 -437 Issue Date: 04/25/2008 Permit Expires On: 10/22/2008 Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: Permit Center Authorized Signature: D v( J ^ Date: 6 I ZW / I hereby certify that I have read and e aac ►ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied , whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of ork. I am authorized to sign and obtain this development permit. --)Z--- 445 z Signature: C Date: oo $ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC-10 /06 007 -437 Printed: 04 -25 -2008 City of Tukwila Parcel No.: 6364200010 Address: 2600 SOUTHCENTER MALL TUKW Suite No: Tenant: PANDA EXPRESS 1: ** *BUILDING DEPARTMENT CONDITIONS * ** Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D07 -437 Status: ISSUED Applied Date: 11/28/2007 Issue Date: 04/25/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: 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. 9: 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. 10: 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. 11: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 12: Manufacturers installation instructions shall be available on the job site at the time of inspection. 13: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 14: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum doc: Cond -10/06 D07 -437 Printed: 04 -25 -2008 18: ** *FIRE 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 distance of 4- inches shall be maintained above the controls with the strapping. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: 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) 21: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 22: 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) 23: 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) 24: 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) 25: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 26: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 27: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) doc: Cond -10/06 007 -437 Printed: 04 -25 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 28: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 29: Gates serving the means of egress system shall comply with the requirements of the International Fire Code. Gates used as a component in a means of egress shall conform to the applicable requirements for doors. (IFC 1008.2) 30: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 31: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 32: 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) 33: 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) 34: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 35: 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) 36: 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) 37: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 38: 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. 39: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 40: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 41: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** D07 -437 Printed: 04 -25 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: sc;)— Print Name: 1T1' S Date: 4-1 hrAOS doc: Cond -10/06 007 -437 Printed: 04 -25 -2008 Site Address: .6r 3 5•N /4 cools, Tenant Name: PANDA - XpieP - Ss Property Owners Name: Ms >< Ala rr • / Mailing Address: / /001 d/, /Shire 134/. / o/t� F ,,, CONTACT PERSON - who do we contact when your permit is ready to be issued Name:_ rtger L Mailing Address: ii; e3 Awdvar etietivE hi/0, E -Mail Address: GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Company Name: Ai I., 5 ,,4; /4SS 1,1 Mailing Address: 42 23 /ttr - . , C- /06, Contact Person: E -Mail Address: Company Name: Mailing Address: la 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 77 Gamin A'3/ A . �rMf CAL Aye, Contact Person: C,l y✓t'US C Leo/ E -Mail Address: j n fp GALA . r) e.f QMpplicationsWonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bit 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 ** Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) 2 King Co Assessor's Tax No.: C( — 00 ( 0 Suite Number: FC —/0 Floor: 2 rtsi New Tenant: Er Yes El „No day Telephone: _ 97 / �.s �sfl t4 Q/770 / 4,- „A, i C City State City • ' J State Zip Fax Number:_ 626 22 /gi7 Stat 2 Zip Zip City Day Telephone: Fax Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record rA. gap/ 2 City 13 7State Zip Day Telephone: ,i/49/6 Z7— 3644 x 2 74 3 /o/ 827- 3 til d Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record City 0 State Zip Day Telephone:(620) 2.,66. Dft188 O Fax Number: Co, Z /j) 2&' - q / 81 / Page 1 of 6 —sc. • BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ /DOK Scope of Work (please provide detailed information): n T� a- 6X/I/I', IC ✓!t Spa or '74S SQ /A- /n < j2e. / ,_ Or Gt4 Q:\Applications\Fonns- Applications On Line' -2006 - Permit Application.doc Revised: 9 -2006 bh •45 P rop el Existing Building Valuation: $ r Vt'Y L -Al •l[I C / - Will there be new rack storage? ❑ Yes 2:(.. No If yes, a separate permit and plan submittal will be required. 0, / "Iry 5k/47 44- p7 64- C'Z ~4"7 #) Provide All Building Areas in Square Footage Below ra4 ) 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: Pq'/17.+ Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: I Sprinklers J Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes X 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 li Floor 2 Floor 0 14.5 4 4-5 -.SI, I B (Re-s-1: 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): $ /DOK Scope of Work (please provide detailed information): n T� a- 6X/I/I', IC ✓!t Spa or '74S SQ /A- /n < j2e. / ,_ Or Gt4 Q:\Applications\Fonns- Applications On Line' -2006 - Permit Application.doc Revised: 9 -2006 bh •45 P rop el Existing Building Valuation: $ r Vt'Y L -Al •l[I C / - Will there be new rack storage? ❑ Yes 2:(.. No If yes, a separate permit and plan submittal will be required. 0, / "Iry 5k/47 44- p7 64- C'Z ~4"7 #) Provide All Building Areas in Square Footage Below ra4 ) 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: Pq'/17.+ Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: I Sprinklers J Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes X 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 ' PUBLIC WORKS PERMIT INFORMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): 4', d/ 945 -TM�f -TVI.-o %1 RA-v, ode 7 D ..- ex id Leefc (PAN°A . x pp Ess) Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ ...Total Cut ❑ ...Total Fill Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection ,, Irrigation ,, Domestic Water ,, ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public _ ❑ ...Water Main Extension Public _ ❑... ValVue ❑...Sewer Availability Provided QMpplications\Forms- Applications On Linc'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Call before you Dig: 1 -800- 424 -5555 ❑ .. Highline ❑ .. Renton ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Renton ❑ .. Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance WO # WO # WO # ❑ ...Deduct Water Meter Size Private Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper / 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler / Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct / Thermostat / 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Z Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind MECHANICAL PERMIT INFORMATION - 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: State Zip City Day Telephone: Fax Number: Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ 4-0=20 �,, Scope of Work (please provide detailed information): AP44( Z � . —� 7 z 110aP. 5rfra /1 I / -- S 1/ A/c - N, I , ateLER z . Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... Replacement .... ❑ Fuel Type: Electric ❑ Gas .... Other: Indicate type of mechanical work being installed and the quantity below: Q:Wpplications\Forms- Applications On Lincl3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets / f� Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain g GIINtc-- I Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent / Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIPING PERMIT INFORMATION - 206 -431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ I p ZO - Scope of Work (please provide detailed information): ilsrhdrt,l- 2 P4 KI N OOK ., Z 1 y 1 LII Nl' , Z 14/41r7 kii44' — 4 -AM . wA1 } 1 Building Use (per Int'l Building Code): 7.176 Occupancy (per Int'l Building Code): Utility Purveyor: Water: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:Wpplications'Forms- Applications On Linc\ -2006 - Permit Application.doc Revised: 9 -2006 bit City State Zip Sewer: Page 5 of 6 Date Application Accepted: t I ^ oi_ Date Application Expires: oI �� q i, Staff Initials: I 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. 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 0 NER OR AUTHO ' ED AGENT: Signature: Print Name: Mailing Address: 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). �1�d16�1 422.3 a e- A^c• # C — /O(' Q:Wpplicationa\Forms- Applications On LinM3 -2006 - Permit Application.doc Revised: 9 -2006 bh City Date: ///q/ 2007 Day Telephone: 3la/ , z7— 3 f 44 X 2/74 State Zip Page 6 of 6 2 Parcel No.: Address: Suite No: Applicant: Receipt No.: R08 -01911 Initials: LAW User ID: 1632 Payee: TRANSACTION LIST: Type Method Descriptio ACCOUNT ITEM LIST: Description Account Code (inn: RwrRint -n6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 6364200010 2600 SOUTHCENTER MALL TUKW PANDA EXPRESS JERALD EARL Payment Cash 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 Payment Date: 06/03/2008 12:29 PM Balance: $0.00 3186 06/03 9711 TOTAL D07 -437 ISSUED 11/28/2007 04/25/2008 58.0 Printari: nR- n3 -9nfR Doc: RECSETS -06 RECEIPT NO: R07 -02599 Initials: JEM User ID: 1165 SET TRANSACTIONS: Set Member Amount ACCOUNT ITEM LIST: Description 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 Payee: CAL ARC DESIGN STUDIO, INC. SET ID: S000000903 SET NAME: Tmp set/Initialized Activities -D07 -437 800.79 EL07 -723 102.50 M07 -256 128.59 PG07 -318 73.25 TOTAL: 1,105.13 TRANSACTION LIST: Type Method Description Payment Check 833 ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES SET RECEIPT TOTAL: Payment Date: 11/28/2007 Total Payment: 1,105.13 Amount 1,105.13 1,105.13 Account Code Current Pmts 000.345.832.00.0 102.50 000/345.830 1,002.63 TOTAL: 1,105.13 5432 11/28 9710 TOTAL 1105.13 City of Tukwila Parcel No.: 6364200010 Permit Number: D07 -437 Address: 2600 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 11/28/2007 Applicant: PANDA EXPRESS Issue Date: Receipt No.: R08 -01338 Payment Amount: $1,236.48 Initials: JEM Payment Date: 04/25/2008 11:06 AM User ID: 1165 Balance: 30.00 Payee: WILCOX CONSTRUCTION, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 073130 1,236.48 ACCOUNT ITEM LIST: Description 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 BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 RECEIPT Account Code Current Pmts 1,231.98 4.50 Total: $1,236.48 1643 04/25 9711 TOTAL 1236.48 doc: Receipt -06 Printed: 04 -25 -2008 Project: P �� Type of Inspection: / ' � n ( / - 1;4 e Address: f Fe /0 1 - © atf C U , Special Instructions: Date Wanted: _/ 7 /L /�O iS p.m . Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION it. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 'Approved per applicable codes. Corrections required prior to approval. COMMENTS: i%‘ c_ekt4 Inspector: $60.00 R S >5 Southcenter 7/z p El PECTION FEE REQUIRED. Prior to inspection, fee must be p aid at hcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: Date: Projec J � Type of inspection: ( Z iJ ( Address: 7 -J Q0 rn Al( Date Called: Special Instructions: Date Wanted: - 7 -I o —08 a. Requester: Phone o f -6 ) 1 3) `j INSPECTION RECORD Retain a copy with permit D07 -1 -1S7 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 12 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: )) C'o ?∎mac C,eA J lnspecor;.;. 4 ` I 0 % ri $60.00 REINSPECTION FEE CI REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: 3 COMMENTS: Type Inspection: ( 1. c_// ,So r Me ct i e a t ckm fcA i t vii Address: c-2 4n° /77,7// Date Called: 4. .5 e er I- 1 c'C Will ut r .1 1:or / =7 4-ti") Pt 4- 2 t .e ,e ci , c I Phone No: .2 6 - 8/7 - /2/ �. Project Type Inspection: Address: c-2 4n° /77,7// Date Called: Special Instructions: Date Wanted 7- l' a, Requester: Phone No: .2 6 - 8/7 - /2/ �. INSPECTION RECORD t�11 b Retain a copy with permit 5 7 INSPECTION NO. l/ P ERMIT 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. !Inspector: t1 J Date: ? /S h 0 $60.QjREINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Pro• f� /7ps S n( Type ns c uort ? v 6 � Address: 9 600 me'( Date Called: Special Instructions: Date W antgd: _ y O r a.m. Requester: Phone N ,00 - g (7- /3 / t • INSPECTION RECORD Retain a copy Kith permit ua y3 INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. COMMENTS: N4 R «dy inspector: n $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: L.d Corrections required prior to approval. Date: 2 " -�� INSPECTION RECORD I c/3 Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project r r c G /7 }/ / Special Instructions: Type of Insp� n Date Called: Date Wanted: e d� p.m. Requester: Phone No: /7! /Y PECTION FEE REQUIRED. Prior to inspection, fee must be $58.00 .� paid at 300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Date: (Receipt No.: Approved per applicable codes. J Corrections required prior to approval. 1 COMMENTS: T/+ * St ' ny Coif- Or- u 11d e e/44/ taellis /2' 4 &M 1J 7/k Pia,/ pay e A /.o (Inspector: t I s, I INSPECTION RECORD I c/3 Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project r r c G /7 }/ / Special Instructions: Type of Insp� n Date Called: Date Wanted: e d� p.m. Requester: Phone No: /7! /Y PECTION FEE REQUIRED. Prior to inspection, fee must be $58.00 .� paid at 300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Date: (Receipt No.: Project: /4- AZO 4 'a?fSS Type of Inspection: Fg erns N6 Address: -, / // Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No a( - P/ 7 _/ ?/(- 3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. INSPECTION RECORD Retain a copy with permit Da77 LC El Approved per applicable codes. Corrections required prior to approval. • f t COMMENTS: /4 ._f- ,1 /e //d/ /,(J, A. p n�%scP/1 'T'o f-fe / ? Gam'• i)p Pib'/1 4,- r u� (Inspector: (Date: 579/ El $513:(0 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. !Receipt No.: 'Date: Project: / /R1 , L.. ?1�/ A �� fiI Address: Date CaIInWQ.��( J Special Instructions: Date Wanted: s /� /pr P.m. . Requester: Phone No: 20b '17 131to \ \` DO 7 - V37 . INSPECTION RECORD Retain a copy With permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDIN G r-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 3670 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1)//L felaidt G(JGzi !Ili 1t ri (Inspector ED $58.0 paid a IDate: .5-/z 0 SPECTION FEE REQUIRED. Prior to inspection, fee must be 00 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Project: n Type of Inspection:fi C.44 Address: ) CO (3*() Date Called: Special Instructions: 2.0& gl7 131G Date Wanted: / j 5 /I / .../ a.m. C.: Requester: Phone No: I INSPECTION NO. !Inspector: INSPECTION RECORD Retain a copy with permit DD7- Li37 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION l 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: f C'7 C // IC ef4 _ pee% ,5 Lie. ohiy Date: El $58.00 RtfSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: COMMENTS: Type f Inspection: c14 I Address: ad S ,C - Metz- c __-_ Suite #: l C, — I D Con ct Per on: Special Instructions: Phone No.: Med.. - QIC Monitor: A- r p g „ r d ; a f/ Pre -Fire: A) Permits: Occupancy Type: 14 ?b - old 170 I ry — ft - be. 1-I 1.0' -/i/ e_ ,,,,)4A- 1.... -- C 9(- N o, SP he_"dS %,..) t cc)oleig F/L N64 f,. ,e .5 Project: 1��i7� �r Type f Inspection: c14 I Address: ad S ,C - Metz- c __-_ Suite #: l C, — I D Con ct Per on: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: r Fire Alarm: ' Hood & Duct: Y Monitor: A- r p g „ r d ; a f/ Pre -Fire: A) Permits: Occupancy Type: INSPECTION NUMBER FfApproved 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 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 n Corrections required prior to approval. I Inspector: / $- /' Date: 7 / a/ /Q Hrs.: n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the city of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: tv- P 9 r_ SS Type of Inspection: S P ,;,J, L Address: ( 9. td C S _ c . jv IA L L.- Suite #: FC _ 4 / d Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER proved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 Og- -S- 1R‘:, D) 7- (-13 PERMIT NUMBERS 444 Andover Park East Tukwila, Wa. 98188 206 -575 -4407 n Corrections required prior to approval. COMMENTS: Inspector: spy I Date: Hrs.: t $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 04 -04 -2008 CHARLES LEA 1683 WALNUT GROVE AV ROSEMEAD CA 91770 RE: Permit Application No. D07 -437 2600 SOUTHCENTER MALL TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 11/28/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Codes, Uniform Plumbing Code and/or the National Electrical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 05/26/2008 . 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 05/26/2008. 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: fer Marshall 't Technician Permit File No. D07 -437 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 January 3, 2008 Charles Lea 1683 Walnut Grove Ave Rosemead CA 91770 Dear Mr. Lea, Cizy of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D07 -437 Panda Express — 2600 Southcenter Mall This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: David Larson at 206 431 -3678 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, -- ?D" ;C Q Ctit4AP/ Bill Rambo Permit Technician encl File No. D07 -437 P:\Perrnit Center1Correction Letters \2007\D07 -437 Correction Ltr #1.DOC wer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: January 2, 2008 Project Name: Panda Express Permit #: D07 -437 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The door leading to the rear exit passageway should be a 1 hour fire door instead of 45 minute door as proposed. See section 402.4.5.1. Specific hardware was not shown on plans. Please provide a door closer rated and listed for use with this door. 2. The perimeter one hour fire partition walls need to be a specific listed assembly. This listing and construction details will need to be added to the plan. Consult the mall Tenant coordinator for details concerning the wall system used by the shell contractor. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. .st November 29, 2007 Charles Lea 1683 Walnut Grove Av Rosemead CA 91770 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 1 Development Permit Application D07 -437 Panda Express — 2600 Southcenter Mall FC -10 Dear Mr. Lea, Si c rely, nifer arshall it Technician Enclosures File: D07 -437 P:\Permit Center\Incomplete Letters\2007\D07- 437 Incomplete Ur #1.DOC jem This letter is to inform you that your permit application received at the City of Tukwila Permit Center on November 28, 2007 is determined to be incomplete. Before your application can continue the plan review process the attached 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. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Determination of Completeness Memo Date: November 29, 2007 Project Name: PANDA Express Permit #: D07 -437 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 building codes reflect the current 2006 International building codes and 2003 ADA codes. However all other code reference out dated codes. Please revise codes and check plans for compliance with the current 2006 Uniform Plumbing Codes, 2006 International Mechanical Codes, 2005 National Electrical Codes, 2006 Non - Residential Washington Energy Codes and 2006 International Fire codes. Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. Alder Square Environmental Health Services 1404 Central Avenue South, Suite 101 Kent, WA 98032 -7433 206- 296 -4708 Fax 206 - 296 -0163 TTY Relay: 711 www.kingcounty.gov/health November 19, 2007 Amin Atlaschi Atlaschi and Associates Architects 4223 Glencoe Ave, Ste C -106 Marina Del Rey, CA 91770 -3711 RE: PLANS AND SPECIFICATIONS FOR: Panda Express at 633 Southcenter Pkwy FC -10, Tukwila, WA (98188) SR1151622 P/E 6703 (Risk 3) Dear Mr. Atlaschi: Public Health Seattle & King County The plans and specifications for the above new project have been reviewed and, in accordance with the provisions of Title 5, the Code of the King County Board of Health (The Food Code) are hereby APPROVED. Your establishment has been assigned the following plan review service number (SRI151622). Please use this SR# in all future contact with us. As required in The Food Code, upon completion of the construction and before opening for business, the food service establishment operator /owner shall: 1. Complete an enclosed application for the annual operations permit if you don't have a current permit. Include a copy of this letter when applying for the annual permit. Please call me prior to paying for your permit to verify the correct fee. Be advised that the penalty for commencing operation of a food service establishment without the required permit is 50% of the applicable permit fee. 2. Obtain a preoperational inspection approval. Contact me at 206 - 205 -1903 at least one week in advance to schedule a preoperational inspection. Be sure all other inspections (plumbing, building, etc.) are done before you call the Health Department for an inspection. Your application for a food service establishment permit from Public Health Seattle & King County may be approved during this inspection, however it is the responsibility of the food service establishment operator /owner to obtain all necessary permits and approvals from other agencies. Operating the establishment without these required permits or approvals may subject the operator /owner to legal action by the appropriate agencies. If the establishment is opened without the Health Department preoperational inspection, it may be subject to closure. Failed preoperational inspections will require a $100.00 fee for a repeat inspection. If you have any questions, please don't hesitate to contact me. Thank you for your compliance in this matter and I look forward to seeing you soon. Sincerely, Diane Agasid Bondoc, R.S. RECEIVED Plans Examiner CITY OF Ttlst"t nLA Alder Square Office Enclosures Cc: John Fu, Vice President of Architecture and Construction Josh Kimmel, Westfield Regional Project Manager, Tenant Coordination NOV 2 8 2007 "'t i;aii o L ru i L.!-h P01443-1- PANDA EXPRESS, INC. 1683 Walnut Grove Ave. Rosemead, CA 91770-3711 Tel: 626 799 -9898 Fax: 626 927 -9888 September 19, 2007 Tukwila Building Division /Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, Washington 98188 RE: Tenant Improvement Permit Tenan im rR v permit for Panda Restaurant Group, Inc., Tukwila Permit No. - is issued subject to the following conditions: 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' Bldg Permit No. D06 -147 has received final inspection approval from the Building Divison. This condition is hereby acknowledged by: Title: / John F 4 VP - Architecture & Construction Panda estaurant Group, Inc. Tenant Name: Panda Express (Space FC -10) ACTIVITY NUMBER: D07 -437 DATE: 05 -19 -08 PROJECT NAME: PANDA EXPRESS SITE ADDRESS: 2600 SOUTHCENTER MALL, FC -10 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENT i / Building n Public Works Complete Comments: APPROVALS O CORRECTIONS: Documents/routing slip.doc 2 -2&02 " PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: Planning Division ❑ Permit Coordinator DUE DATE: 05-20-08 Not Applicable ❑ No further Review Required DATE: DATE: n DUE DATE: 06-1 7-08 Approved U Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -437 DATE: 01 -18 -08 PROJECT NAME: PANDA EXPRESS SITE ADDRESS: 2600 SOUTHCENTER MALL #FC -10 Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTME TS: Bui• ;D ion Public Works PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete rvi Comments: Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route FA Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY'S Approved with Conditions Planning Division Permit Coordinator DUE DATE: 01-22-08 Not Applicable n No further Review Required DATE: DATE: DUE DATE: 02-19-08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Complete TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28-02 `HERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 - 437 DATE: 12 - - PROJECT NAME: PANDA EXPRESS SITE ADDRESS: 2600 SOUTHCENTER MALL FC -10 Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS. (�L Building Divi on Public Works ❑ APPROVALS OR CORRECTIONS: Fire Prevention Structural Incomplete Structural Review Required DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Planning Division Permit Coordinator DUE DATE: 12 -20 -07 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE: 01 -17 -08 C x Approved n Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: , 3-6 0 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -437 DATE: 11 -28 -07 PROJECT NAME: PANDA EXPRESS SITE ADDRESS: 2600 SOUTHCENTER MAR, FC -10 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: I V191 B i 4 n i islo ubli, W111Orks I� �� DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Comments: TUES/THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 � PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP . Q lm 1I Fire Prevention Structural Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initial /J LETTER OF COMPLETENESS MAILED: DUE DATE: 11-29-07 Not Applicable n No further Review Required DATE: Pfaneg Division ' l Permit Coordinator n DUE DATE: 12-27-07 Approved n Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF ISSUED DATE STAFF INITIALS IAL 1 et lA Summary of Revision: (63Jo Summary of Revision: p 4, 6 tii �W 'icNv'CL P tit', twilit Received by j, tiA40 cat 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: YArtah SITE ADDRESS: REVISION LOG PERMIT NO: P" 51 ORIGINAL ISSUE DATE: (please print) (please. print) (please print) (please print) (please print) Date: ()5 /oV0 ' ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # rd Revision # I after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner 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 \applications \forms - applications on line \revision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: Pb +- - i( 7 Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. MTV RECEIVED TUKWILA MAY 19 2008 PERMIT CENTER Project Name: i3' & -PI -ltd Project Address: !'"' 50W Z ( . - - . I1 s.vi , k Contact Person: So4ov\ &kIO-v1 Phone Number: (S10) QS24- -3 6 icit ZOO Summary of Revision: • , .€{f 7- - (Drvdreal Si )y- - " For Covs54vAcfichn" St-f- /Rev. 1 A ' CileVOVS clue to -t{t, — ki vs f Fa onl a rr P.li btt +kg, asW4 -A ( tut v titrnvokOtx�t (eta- At r• e,r v�eilA-FC set\ (, �,I 4 S h& Lett- -. r t 4 De In ( �nFncw�c�ttr�in /sues addeon/ r � u. see. a'f ,Vte ( Fer cou4k4 -L thair J Sheet Number(s): Set. ottiALIAt4 P1(1"41101 "Cloud" or highlight all areas of revision including date of r ision Received at the City of Tukwila Permit Center by: K . Entered in Permits Plus on Panda Express — Tukwila, WA — Permit Application # D07 -437 Revision Submittal Exhibit — Thursday 05/08/08 Note: The changes to the set were due to changes to the Kitchen/Food service equipment and those changes affected several drawings in the set. The following sheets have been modified from the approved sets: A0.0: Revised "Index of Drawings" A1.0, A1.1, A1.2, A1.3: Minor changes to the layout & specifications of Kitchen/Food service equipment in the back of the house and its resulting in changes to the plans and schedules. A1.4: Added new sheet: "floor sinks & drain layouts plan" A2.0: Equipment layout revisions, additional detailing and annotations A2.1: Added new sheet: additional interior elevations (front & back of the house) A2.2: Revised all cabinetry construction details A2.3: Added new sheet of cabinet construction details A3.0: Additional notes & annotations A3.1, A3.2: Added new sheet of elevations & details of storefront construction A4.0, A4.1: Additional notes & annotations M1.0 — M3.3: Revisions to Kitchen/Food service equipment exhaust & make up air units & kitchen hood design P1.0 — P4.0: Revisions to plumbing as resulted from Kitchen/Food service equipment changes E1.0 —E1.2: Revisions to electrical plans as resulted from Kitchen/Food service equipment changes 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: /fwww.citukwila.wa.us Revision submittals must be submitted In person at the Permit Center. Revisions will not be accepted through the mail, fax etc. Date: l r 0 O Plan Check/Permit Number: . –. ( 8 7 ❑ Response to Incomplete Letter # J — Response to Correction Letter # 4 r ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Created: 8-13-2004 a..,:..a• pmv» E Received at the City of Tukwila Permit Center by: C i gi s Entered in Permits Plus on i �►, , D`) \sppplications\fornu- applications on line\revision submittal Project Name: Project Address: 6,00 eGy _P,ce/ imIzzt Contact Person) flies 5171-00/1"? Phone Number: C. Z-�o - 77F – Y 7Y Summary of Revision: infiltte Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITY or rt l nlq 1 JAN 18 2008 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Building Division Review Memo Date: January 2, 2008 Project Name: Panda Express Permit #: D07 -437 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The door leading to the rear exit passageway should be a 1 hour fire door instead of 45 minute door as proposed. See section 402.4.5.1. Specific hardware was not shown on plans. Please provide a door closer rated and listed for use with this door. / iR PA-r►Kr/ 417 1:7z17 -ry s ifr A.5.0 Arn7 fling srivaa 441" lljo. 2 Avpft7 - XX- Ao.2 , tpUnew 1-) C, t7oov- i—IflopsveuA 2. The perimeter one hour fire partition walls need to be a specific listed assembly. This listing and r construction details will need to be added to the plan. Consult the mall Tenant coordinator for details 2 concerning the wall system used by the shell contractor. G.P440.s`1' (WA &/o* AtssaqBoy (/ G• • n!d V 405 - F - Prl C.5 )7' ON AI. D kND P lwv 45 I'WA f► Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. 8301BF Series Architectural 8301BF Series Architectural Door Closers Application Series 8301BF closers feature springs that permit power adjustments through a range of sizes. These closers can be installed and adjusted to conform to the power requirements of conventionally sized closers. Features • 10 year limited warranty • 8301BF complies with A.D.A. accessibility guidelines • Lighter - powered to reduce the door opening resistance to manageable levels for the handicapped and still provide door control. • Standard, separate and independent, latch, sweep and backcheck intensity valves • Staked valves • Molded Full Cover • Non - Handed • ANSI A156.4, Grade 1 Product # Description • 8301BF 8301BFDA • 8301BFH 4 5% Norton 8301BF Series -Architectural Door Closers Finish Regular, Parallel or Top Jamb to 2-3/4' Reveal (Non -Hold Open) Regular, Parallel or Top Jamb to 2 -3/4' Reveal; Delayed Action (Non -Hold Open) Regular, Parallel or Top Jamb to 2-3/4' Reveal (Hold Open) 689 • Ca!! for Pricing NC 800.334.5625 • CA 800.325.3833 • GA 800.358.6016 • FL 800.282.8499 • TX 800.334.5625 690 • 0 N Created: 8-13-2004 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 Wz_ cJ CO2 /4e 7 Coo15 Received at the City of Tukwila Permit Center by: Entered in Permits Plus on L)—'- L j ' Q ) \applications\forms- applications on line\Cevision submittal 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. Date: / 2 1 1 1-X 7 7 Plan Check/Permit Number: ja" to Incomplete Letter # �f ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: #4i PA-stabil gygebo S Project Address: � ' 0 2/ ' „Se a n Contact Person: ` AO•er-5 L _14 Phone Number: 2 — 2 - F ° -- 7 / r Summary of Revision: RECE IVED CITY OF TUKWILA DEC 17 20QT1 ri Sheet Number(s): "Cloud" or highlight all areas of revision including date of revis Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 / _ ' ,,$ Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 / 2 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 3 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 Non - Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type I9 .Sviricollrnt' pkhir pc- 10 Property Street Address City TUKHII L A /VA 95/86 State ZIP MAIM- O Owner's Name 5 Subdivision Name Lot # Subdiv. # ` Block # Building Name Z /7�I7(h L.L (if applicable) ( 126 ) 7.9.9 98 9B Owner's Phone Number (with Area Code) ( _) Property Contact Phone Number (with Area Code) Owner's Mailing Address 1 AMILW7" OF A-t / osAm -iD, e4 q/771 A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 Print Name of Owner /Representative 1058 (Rev. 11/05) RCE For King County Use Only Account # Monthly Rate 6 Month Rate Property Tax ID # Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Demolition of pre - existing building? O Yes ❑ No Type of building demolished Sewer disconnect date B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B RCE King County Department of Natural Resources and Parks RCE Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity cha ge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data fo etermination o a revised capacity charge. Signature of Owner /Representative � G � - -� Date /128'' White - King County Yellow - Local Sewer Agency Pink - Sewer Customer ey License Information License WILCOC* 194Q0 Licensee Name WILCOX CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 319007592 Ind. Ins. Account Id SECRETARY Business Type CORPORATION Address 1 234 5TH AVE SOUTH Address 2 11/21/2005 City EDMONDS County SNOHOMISH State WA Zip 98020 Phone 4257744185 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 11/20/1981 Expiration Date 12/10/2009 Suspend Date Separation Date Parent Company Previous License WILCOAE376NO Next License Associated License Business Owner Information Name Role Effective Date Expiration Date WILCOX, ROBERT EUGENE PRESIDENT 11/20/1981 LESSARD, MATTHEW J SECRETARY 11/21/2005 LESSARD, JAMES MICHAEL VICE PRESIDENT 11/20/1981 11/21/2005 WILCOX, A E 01/01/1980 01/01/1980 WILCOX, LAURA 01/01/1980 01/01/1980 OLDS, HOWARD A SECRETARY 01/01/1980 01/01/1980 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= WILCOC* 194Q0 04/25/2008 A PLAN CHECK AND 01 -10 -2008 LANDLORD REVISION © LANDLORD REVISION 01 -18 -2008 OWNER REVISIONS - ISSUED 03-10 -2008 4 FOR BIDS A OWNER REVISIONS 04-09 -2008 GENERAL REVISIONS - 04-14-2008 6 'FOR CONSTRUCTION" SET AL GENERAL REVISIONS - "FOR CONSTRUCTION" SET/ REV. NO.1 04 -28 -2008 KEYNOTE LEGEND : NOTE : KEYNOTES INDUCATED HERE APPLY TO 'RESPONSIBILITY MATRIX" SHOWN ON THIS SHEET ONLY. 101. SEE THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS, SPECIFICATIONS AND DRAWINGS FOR DETAILED INFORMATION. 102. NOT USED. 103, SEE ELECTRICAL PLANS & LIGHT FIXTURE SCHEDULE FOR MORE INFORMATION ON THE SCOPE OF WORK 104. ANY MODIFICATION TO EXISTING CONDITIONS OR SYS- TEM SHALL BE PERFORMED BY THE MALL REQUIRED SUBCONTRACTOR - SEE LIST OF MALL REQUIRED SUBCONTRCATORS ON THIS SHEET FOR MORE INFOR- MATION. 105. CONTRACTOR MUST ENGAGE PRE - QUALIFIED VENDOR OR SUBCONTRACTOR TO PERFORM THIS PORTION OF THE WORK 106. EXTEND NEW TOILET EXHAUST DUCTING TO THE LANDLORD DESIGNATED VERTICAL MECHANICAL CAHSE AND EXTEND UP TO THE ROOF. 107. G.C. TO COORDINATE WORK AND REQUIREMENTS OWNER'S VENDOR IN CHARGE OF FURNISHING & INSTALLING THIS WORK 108. SEE DOOR AND FRAME SCHEDULE, SPECIFICATIONS FOR INFORMATION. 109. G.C. TO VERIFY THE EXACT EXTENT OF WORK REQ'D. TO FINISH LANDLORD PROVIDED CEIUNG/ SOFFIT FRAMING PROVIDED BY LANDLORD CONTRACTOR AT THE STOREFRONT/ SERVE COUNTER AREAS. 110. FIRE SUPPRESSION (SPRINKLER) SYSTEM WILL REQUIRE A SEPARATE PERMIT. G.C. TO SUBMIT SHOP DRAWINGS TO THE LOCAL FIRE DEPARTMENT OR OTHER AUTHORITIES HAVING JURISDICTION AS WELL AS OWNER'S INSURA - NCE AGENCY OR AGENT AS REQUIRED BY LANDLORD. 111 CONTRACTOR MUST PROVIDE MISCELLANEOUS BLOCKING, BACKING & SUPPORT FOR ALL OWNER SUPPLIED DISPLAY FIXTURES AS WELL AS THOSE FURNISHED BY HIMSELF. - SEE FIXTURE/ CABINETRY DRAWINGS FOR MORE INFORMATION. 112. EXISTING DEMISING WALL FRAMING BY LANDLORD - G.C. TO PROVIDE 1 LAYER OF 5/8" TYPE 'X' GYP. UP TO THE DECK TO COVER THE TENANT SIDE AND PROVIDE SOUND ATTENTUATION (BATT INSULATION) INSIDE THE COMMON WALLS AS REQO. BY LANDLORD OR THE OWNER'S STANDRADS 11a MAIN STOREFRONT SIGN TO BE FABRICATED BY TENANT CONTRACTOR AND PAID BY CLIENT MANUF: AD ART SIGN CO. CONTACT LORL VOLHELM (310) 297.9778 114. ANY MODIFICATIONS TO THE EXISTING STRUCTURAL CONCRETE FLOOR SLAB INCLUDING SAW -CUT TING, CORING ANDTRENCHING HAS TO BE APPROVED BY LANDLORD THROUGH HIS CONSULTING STRUCT- URAL ENGINEER & ON -SITE CONSTRUCTION COORD- INATOR PRIOR TO START OF THE WORK X -RAY IS REQUIRED PER LANDLORD'S DESIGN CRITERIA 115. G.C. TO VERIFY THE EXTENT OF RESPONSIBILTY FOR CONSTRUCTING OR ANY MODIFICATIONS TO THE NEW DEMISING PARTITIONS) DIRECTLY WITH LANDLORD. 116. VERIFY THE SCOPE OF UGHT FIXTURES AND LAMPS FURNISHED BY THE OWNER SEPARATELY (G.C. TO INSTALL) 117. G.C. TO VERIFY THE EXISTANCE AND EXACT LOCA- TION OF A TENANTS EXISTING WATER, GAS & ELECT- RICAL METERS. G.C. TO FURNISH & INSTALL NEW METERS IF NONE EXISTING OR NON - COMPLYING WITH THE CODES. - VERIFY ALL REQUIREMENTS W/ THE LANDLORD & THE PUBUC UTILITY COMPANY. 118. VERIFY THE EXISTANCE OF THE NEAREST SEWER UNE AND CONNECTION POINT TO LANDLORD PROVIDED CENTRAL GREASE INTERCEPTOR SYSTEM WITHIN LEASED PREMISES. VERIFY POINT OF CONNECTION AND ANY OTHER REQUIREMENTS WITH THE MALL & THE PUBUC UTILITY COMPANY. 119. SUBMIT SHOP DRAWINGS FOR ARCHITECTS REVIEW & APPROVAL BEFORE START OF ANY WORK- MIN. OF 3 SETS OF DRAWINGS REQUIRED IF IN PRINTED FORM. 120. LANDLORD TO PROVIDE SLOPED CEILING FRAMING AT AREA ABOVE THE SERVE COUNTER AT LEASE UNE; TENANT G.C. TO PROVIDE FINISH GYP. BD. & PAINT FINISH TO MATCH TYPICAL MALL CEILING FINISH DEFERRED SUBMITTAL LIST : THE FOLLOWING IS THE UST OF DEFERRED SUBMITTALS REQUERED BY THE BUILDING DEPARTMENT WHICH WILL BE UNDERTAKEN BY GENERAL CONTRACTOR'S SUPPUERS AND/ OR SUBCONTRACTORS UNDER SEPARATE PERMIT APPUCATIONS. GENERAL CONTRACTOR IS RESPONSIBLE FOR SUBMITTAL OF THESE DOCUMENTS TO THE ARCHIT- ECT FOR REVIEW AND APPROVAL FOR GENERAL CONFO- RMANCE WITH THE DESIGN OF THE PROJECT PRIOR TO SUBMITTAL TO THE BUILDING AUTHORITIES FOR PERMIT - AS OUTLINED IN U.B.C. 106. a 4. 2 - NO WORK IS PERMIT- TED TO START UNTIL THE PROPOSED WORK HAS BEEN APPROVED BY THE ARCHITECT AND PERMITTED BY THE LOCAL BUILDING AUTHORTf1ES 1 STOREFRONT & INTERIOR SIGNAGE 2 FIRE SUPPRESSION (SPRINKLER) SYSTEM a ARE ALARM & SMOKE DETECTION SYSTEM SPACE N0. FC -10 - DINING TERRACE AT WESTFIELD SOUTHCENTER PANDA EXPRESS REF. # M1- 08 -D1189 r A FILE CO Yg 633 SOUTHCENTER PARKWAY, TUKWILA, WA Permit No. Pfar~ review approval is s Approval of constrts iarr documents #° error and orr$j ions. the violation of any adopted f o atrtti rte$ o approved R . " ' .. -. /pt �.- r.....__ stied RESPONSIBILITY MATRIX T - TENANT (OWNER/ OWNERS VENDOR) GC - GENERAL CONTRACTOR L - LANDLORD E - EXISTING SECTION 02050 02050 03300 04730 05500 06000 06400 06405 07500 07812 07920 08100 08400 08710 09260 09300 09305 09510 09650 09900 09986 10400 10520 10800 15330 15400 15500 16000 NA - NOT APPLICABLE 117 SERVICE CONDUITS TO LEASED PREMISES 117 MAIN SWITCH DESCRIPTION CONSTRUCTION BARRICADE NA NA DEMOLITION ONCLUDING SAW CUTTING SLAB 114 GC GC CONCRETE STRUCTURAL CONCRETE FLOOR SLAB L L PATCHING AND SELF - LEVELING CEMENTITIOUS UNDERLAYMENT GC CORING, TRENCHING, BACK ALL & PATCHING OF EXIST. SLAB 114 GC GC QURATZ STONE VENEER FINISH ON SERVE COUNTER TOP & SPLASH GC GC METAL FABRICATIONS ROUGH CARPENTRY GC GC GC GC FINISH CARPENTRY CABINETRY 111 GC GC GC GC ROOFING (CUTTING, PATCHING, CURB MOUNTED EQUIPMENTS) GC GC REPAIR DAMAGES TO SPRAYED FIREPROFING ON STEEL STRUCTURE NA NA SEALANTS GC GC DOORS AND FRAMES 108 GC GC GLAZING AND GLAZING HARDWARE 119 GC GC DOOR HARDWARE 108 GYPSUM BOARD AND METAL FRAMING GC GC STOREFRONT SOFFIT & CEILING @@ L L DEMISING WALL FRAMING 10 115 L L GYPSUM BOARD ON TENANT SIDE OF DEMISING WALLS 01 GC GC OTHER FRAMING AND GYPSUM BOARD GC GC PORCELAIN, CERAMIC & QUARRY TILE FLOOR, WALL AND BASE GC GC METAL TRANSITION STRIP (AT FLOOR FINISH TRANSITIONS) GC GC SUSPENDED GYPSUM BOARD & ACOUSTICAL LAY-IN TILE CEILING GC GC RESIUENT BASE NA NA PANTING GC GC FIBER REINFORCED SANITARY WALL PANELS GC GC SIGNAGE ILLUMINATED STOREFRONT SIGN 113 119 GC GC MENU, GRAPHICS PANELS AND MISC. GRAPHICS T APPLIQUE PLEXI DECAL SIGNS, PLAQUES AND VINYL LETTERS GC GC ARE EXTINGUISHERS GC GC TOILET ACCESSORIES NA NA FIRE PROTECTION SMOKE DETECTORS & HVAC DUCT SMOKE ALARMS Q GC GC PLUMBING GC GC HEATING, VENTILATION AND AIR CONDITIONING (HVAC) NEW CHILLED WATER AR HANDLER & CONDENSING UNIT / MAKE UP GC GC L L L L ELECTRICAL TRANSFORMER (& SUSPENSION SUPPORT STRUCTURE) GC GC PANELS, DISCONNECT SWITCHES AND TIME CLOCK GC GC UGHT FIXTURES, LAMPS, EXIT AND EMERGENCY LIGHTS GC OTHER ELECTRICAL WORK WITHIN THE LEASED PREMISES GC GO TELEPHONE CONDUIT TO THE LEASED PREMISES GC GC TELEPHONE WRING TO THE LEASED PREMISES GC GC TELEPHONE CONDUIT RUN WITHIN LEASED PREMISES & TEL BOARD TELEPHONES AND TELEPHONE SERVICE WRING 107 T T SECURITY EQUPMENT SYSTEM T T DOOR BUZZER, CONDUIT RUNS & WIRIING GC GC E E E SPRINKLER MAIN TO THE LEASED PREMISES SPRINKLER MODIFICATIONS WITHIN THE LEASED PREMISES Q 110 GC L L GC AUDIBLE & VISUAL FIRE/ UFE SAFETY ALARM SYSTEM 104 GC GC AR HVAC UNITS (NEW ROOF OPENING, CURB & ROOF PATCHING) GC GC BRANCH DUCTING, GRILLES, REGISTERS AND DIFFUSERS GC GC ACCESS PANELS AT CONTROLS ABOVE CEILING TOILET EXHAUST DUCT 106 ELECTRICAL Q GC GC FUSE, METER & FEEDERS TO LEASED PREMISES GC GC SYMBOLS GB 8'-0" [1231 K 23) a-6" 1/A3.0 +3" C <1/4 PER FOOT TOP OF CURB 8 SOFFIT VICINITY PLAN MATERIAL FINISH CEILING HEIGHT SECTION COLUMN GRID KEYNOTE FOOD SERVICE EQUIPMENT/ CABINETRY & FIXTURE DOOR PARTITION / WALL TYPES REVISION CHANGE OF FLOOR ELEVATION SLOPE SPOT ELEVATION DATUM POINT DETAIL NUMBER SHEET NUMBER SHEET NUMBER ELEVATION NUMBER SPACE NO. FC-10 - DINING TERRACE 633 SOUTHCENTER PARKWAY, 1U WLA, WA PROJECT DATA ADDRESS : USE : OCCUPANCY: MAXIMUM NUMBER OF EMPLOYEES : AREA : NET USABLE AREA : CONSTRUCTION : BUILDING CODE PLUMBING CODE ELECTRICAL CODE MECHANICAL CODE ENERGY CODE ACCESSIBILITY CODE ARE CODE BUILDING DEPARTMENT: LANDLORD: OWNER : ARCHITECTS : ROOFING : ARE ALARM/ UFE SAFETY : SPRINKLER : SPACE NO. FC-10 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 (206)246 -0423 RESTAURANT - FAST FOOD ( IN MALL'S COMMON FOOD COURT FACILITY) B - (EATING ESTABLISHMENT WITH OCCUPANT LOAD LESS THAN 50) 4 (FOUR) - INCLUDING MANAGER AT ANY TIME SERVING/ COOKING (PRIVATE) 441 SQUARE FEET / 200 (OLF) = 2205 BACK AREA/ PREP (PRIVATE) 504 SQUARE FEET / 200 (OLF) = 252 TOTAL AREA 945 SQUARE FEET (GROSS) : 5 OCCUPANTS NO. OF EXIT REQUIRED LESS THAN 50 OCCUPANTS) = 1 (ONE) NO. OF EXIT PROVIDED = 1 (ONE) 945 SQUARE FEET (ALL "NON- PUBLIC" ACCESS) TYPE uB - NON COMBUSTIBLE, FULLY SPRINKLERED 3 LEVEL COVERED MALL - ENCLOSED FOOD COURT LOCATED AT UPPER LEVEL 2006 INTERNATIONAL BUILDING CODE WITH W/ AMENDMENTS 2006 UNIFORM PLUMBING CODE W/ AMENDMENTS 2005 NATIONAL ELECTRICAL CODE W/ AMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE W/ AMENDMENTS 2006 WASHINGTON NON - RESIDENTIAL ENERGY CODE CHAPTER 11 IBC AND OTHER INTERNATIONAL BUILDING CODE REQUIREMENTS FOR BARRIER -FREE DESIGN ACCESS INCLUDING ICC /ANSI A117.1 - 2003 2006 INTERNATIONAL ARE CODE W/ AMENDMENTS TUKWILA PERMIT CENTER 6300 SOUTHCENTER BLVD. #100 TUKWILA, WA 98188 ATTENTION : TEL : (206) 431 -3670 WESTFIELD CORPORATION, INC. ATTENTION: JOSH KIMMEL & CHRISTOPHER PEREZ 11601 WILSHIRE BLVD., 9TH FLOOR LOS TEL. ANGELES, (3 0 8 90025 - 4761 FAX : (310) 57591`"' PANDA EXPRESS RESTAURANT GROUP, INC. I r-AA ATTENTION: JAMES TRUONG - PROJECT MANAGER 1683 WALNUT GROVE AVE ROSEMEAD, CA 91770 TEL : (626) 372 -8224 FAX : (626) 372 -8331 ATLASCHI + ASSOCIATES ARCHITECTS, INC. ATTN : AMIN ATLASCHI 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CA 90292 TEL: (310) 827 -3644 ext. 204 FAX (310) 827 -3643 PACIFIC RAINIER ROOFING, INC. ATTENTION: MONTY 10735 STONE AVENUE NORTH SEATTLE, WA 98155 PHONE (206) 367 -2525 FAX (323) 734 -5962 GUARDIAN SECURITY ATTENTION: BOB VEZZANI 9435 PROVOST ROAD NW SILVERDALE, WA 98383 PHONE (360) 692 -3738 FAX (360) 692 -6857 PATRIOT FIRE PROTECTION ATTENTION: MARK FROMONG PHONE (253) 926 -2290 FAX (253) 922 -6150 COSCO FIRE PROTECTION ATTENTION: PATRICK CARNAHAN PHONE (425) 686 -6313 FAX (425) 827 -4784 WESTERN STATES FIRE PROTECTION CO. ATTENTION: WES HAMILTON PHONE (425) 881 -0100 FAX (425) 881 -3030 CROWN ARE PROTECTION, INC. ATTENTION: JOHN ABEL PHONE (425) 481 -7669 FAX (425) 481 -8695 ( INDEX OF DRAWINGS BY ARCHITECTURAL PLUMBING PTA P20 P3.0 P4O ELECTRICAL A0.0 TITLE SHEET C10 SITE ACCESSIBILITY REFERENCE PLAN A0.1 CONDITIONS & SPECIFICATIONS A02 CONDITIONS & SPECIFICATIONS A03 CONDITIONS & SPECIFICATIONS A0.4 ADA ACCESSIBILITY NOTES & DETAILS A1.0 NEW CONSTRUCTION PLAN FIXTURE & KITCHEN EQUIPMENT PLAN All Al2 A1.3 A1.4 A20 A21 A22 A3.0 A3.1 A32 A4.0 A4.1 A5.0 MECHANICAL MIA ma Mao Mal M32 KEY PLAN City of Tukwila BUILDING DIVISION KITCHEN/ FOOD SERVICE EQUIP. SCHEDULE, GEN. NOTES & FINISH SCHEDULE REFLECTED CEILING PLAN FLOOR SINKS AND DRAINS LAYOUT PLAN INTERIOR ELEVATIONS/ SECTIONS INTERIOR ELEVATIONS CABINETRY DETAILS - SERVE COUNTER 0 �'� I • , IGN DETAILS / `* \ STOREFRONT ELEVATION, MISC. SECTIONS LCD MENU BOARD DETAILS / PARTITION SECTIONS AND FRAMING DETAILS FRAMING & MISC. CONSTRUCTION DETAILS SCHEDULES MECHANICAL HVAC PLAN MECHANICAL PLAN NOTES, SPECIFICATIONS & SCHEDULES MECHANICAL DETAILS / KITCHEN HOOD DETAILS HOOD DETAILS PLAN HOOD DETAILS PLAN PLUMBING WATER/ GAS/ WAS1 E & VENT FLOOR PLAN PLUMBING NOTES & SPECIFICATIONS WATER/ GAS/ WASTE & VENT RISERS PLUMBING DETAILS ETA ELECTRICAL POWER PLAN & PANEL SCHEDULE E11 ELECTRICAL LIGHTING PLAN E12 ROOF PLAN & EQUIPTMENT SCHEDULE E2.0 ELECTRICAL GENERAL NOTES & SIGLE UNE, DIAGRAMS & NOTES REVISION NO.__L macy WESTFIELD SOUTHCENTER PANDA EXPRESS SPACE FC-10 - UPPER LEVEL AREA : 945 SQ FT. No oh RE changes shall of work without Tukwila Buil NOTE: Revisions will and may include ddittiior. NORTH SEPARATE PERM REQUIRED FO ileMechanicai e ectrical [ numbing LY Gas Piping City of Tukwila BUILDING DIVISI may.. FUTURE AR 1 0 cr u J uJ 0 1- CD CID F- 0 C) 0 LL IT is DN CONSULTANT: DNS ' tor tF1A OrPe for pproval g D a a plan stta al plan new revievr I PeS ubmi PROJECT NAME : REVISIONS : NO. DESCRIPTION Job Number : 0744 SHEET TITLE : SCALE : NONE TITLE SHEET ISSUE DATE : 04 -28 -2008 ATLASCHI ASSOCIATES ARCHITECTS www.A31A.com T> [31 0] 827 - 3644 F> [31 0] 827. 3643 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY, SPACE NO. FC -10 TUKWILA, WA 98188 PANDA EXPRESS REF. # Ml- 08- D1189 Checked by : AA DATE This document contans information proprietary to Atiaschi + Associates Architects Inc and is furnished in for the hied ted purpose of evaluation, bidcing cr a may not reproduced its or &cb to otl ers t the pr 'consent of Atfasch i + Associates Architects, Inc, Al rights reserved © Copyright 2008 by Atlaschi + Associates Architects, Inc, RECEIVED CITY OF TUKWILA MAY 1 9 2008 PERMIT CENTER SHEET A0.0 A PLAN CHECK AND LANDLORD REVISION 01 -10 -2008 /\ LANDLORD REVISION 01 -18 -2008 A 4 OWNER REVISIONS - ISSUED FOR BIDS 03-10 -2008 A OWNER REVISIONS 04 -09 -2008 „ 6 GENERAL REVISIONS - TOR CONSTRUCTION° SET 04-14-2008 A GENERAL REVISIONS CONSTRUCTION" SET/ : 0744 - "FOR REV. NO.1 Chanced by : AA 04 -28 -2008 Job Number Drawn by : JB + JP Approved by : • I 1' 0 4 1 EMPLOYEE RESTROOM / CHA I DISTANCE 108 FEET i 1 - _ - -- -- A 41* ■■■Ih • • • • • • • • STP • • • • • • • • • • • • wRI ■■ ■■■■ ■ ■ ■■■■■■■■■■■■■ 0 I I 2. SITEPLAN NORTH • EE BRACE, _ PTP 1. EMPLOYEE RESTROOM NORTH ® ® ® ® ®® ® ® ®® ® ® ® ® ®_ ® ® ® ®® G ® _I MN ® s MI 111111 11111 111•111MIIMIENIIMMIN G ROOM „P TO L PANDA EXPRESS SPACE # FC10 CCD IBM 1111111 Mil EMI MI INN • • LU O LJJ CC F- W Co a F- (-) F- CIS 0 CD CC 0 U- ATLASC H I + ASSOCIATES ARCHITECTS www.A3LA.com T> [31 0] 827 • 3644 F> [31 0] 827 - 3643 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 CONSULTANT: PROJECT NAME : WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY., SPACE NO. FC -10 TUKWILA, WA 98188 PANDA EXPRESS REF. # Ml- 08- D1189 REVISIONS : NO. DESCRIPTION This document contains hformatiai proprietary to Atiaschi + Associates Architects ha and is finished h e for the kilted papose of evaluation, biding or review. This cbarnent or its contents may not be used for any other and may not be reproduced a dssclosed to others without the prior � consent of Atiaschi + Associates Architects, An rights reserved © Copyright 2008 by Atiaschi + Associates Architects, Inc SHEET TITLE : SITE ACCESSIBILITY REFERENCE PLAN SCALE : N/A ISSUE DATE : 04 -28 -2008 DATE RECEIVED CITY OF TUI{VVILA MAY 19 2008 PERMIT CENTER SHEET C1.0 A PLAN CHECK AND LANDLORD REVISION 01 -10 -2008 A LANDLORD REVISION 01-18 -2008 A 4 OWNER REVISIONS - ISSUED FOR BIDS 03-10 -2008 © OWNER REVISIONS 04-09 -2008 6 GENERAL REVISIONS - 'FOR CONSTRUCTION" SET 04-14-2008 e GENERAL REVISIONS CONSTRUCTION" SET/ : 0744 - "FOR REV, NO.1 Checked by : AA 04-28 -2008 Job Number Drawn by : JB + JP Approved by : • CONDITIONS AND SPECIFICATIONS: DIVISION 0 SECTION 00700 - GENERAL CONDITIONS AIA DOCUMENT A201, "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" FOURTEENTH EDMON, 1987; PUBLISHED BY THE AMERICAN INSTITUTE OF ARCHITECTS IS A PART OF THESE CONTRACT DOCUMENTS AS THOUGH FULLY SET FORTH HEREIN. NE CONTRACTOR IS RESPONSIBLE FOR OBTAINING COPIES OF AIA DOCUMENT A201 AND FULLY ACQUAINTING HIMSELF WITH THE ARTICLES CONTAINED THEREIN AND DISSEMINATING ITS CONTENTS TO HIS SUBCONTRACTORS AND SUPPLIERS. NO CON- TRACTUAL ADJUSTMENT SHALL BE DUE OR BECOME EXIGENT AS A RESULT OF THE FAILURE ON THE PART OF THE CONTRACTOR TO FULLY ACQUAINT HIMSELF, HIS SUB- CONTRACTORS AND SUPPLIERS WITH THE CONTENTS OF AIA DOCUMENT A201. END OF SECTION 00700. SECTION 00800 - SUPPLEMENTARY CONDITIONS THE FOLLOWING SUPPLEMENTS MODIFY AIA DOCUMENT A201, "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" FOURTEENTH EDITON, 1987. WHERE A POR- TION OF THE GENERAL CONDITIONS IS MODIFIED OR DELETED BY THESE SUPPLE- MENTARY CONDITIONS, THE UNALTERED PORTIONS OF THE GENERAL CONDITIONS SHALL REMAIN IN EFFECT. ARTICLE 1; GENERAL PROVISIONS 1.1 BASIC DEFINITIONS ADD THE FOLLOWING SUBPARAGRAPHS TO 1.1: 1.18 THE TERMS 'TENANT" "FRANCHISEE" AND "OWNER" REFER TO THE SAME PERSON OR ENTITY AND ARE USED INTERCHANGEABLY IN THE CONTRACT DOCUMENTS, 119 THE MALL IS THE BUILDING OR AREA WHERE THE PROJECT IS LOCATED, 1110 THE LANDLORD IS THE PERSON OR ENTITY WHO HAS TITLE TO THE MALL THE TERM 'LANDLORD" MEANS THE LANDLORD OR THE LANDLORDS AUTHORIZED REP- RESENTATIVE 1.111 THE TERM 'TENANT CRITERIA" REFERS TO CONDITIONS AND REQUIREMENTS IM- POSED UPON THE WORK BY THE LANDLORD. 1112 THE TERM "FURNISH" MEANS TO SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY OR INSTALLATION. 1113 THE TERM 'INSTALL" IS USED TO DESCRIBE OPERATIONS AT THE PROJECT SITE INCLUDING UNLOADING, UNPACKING, ASSEMBLY, ERECTION, PLACING, ANCHORING, APPLYING, FINISHING, PROTECTING, CLEANING AND SIMILAR OPERATIONS 1.114 THE TERM "PROVIDE' MEANS TO FURNISH AND INSTALL, COMPLETE AND READY FOR INTENDED USE. ARTICLE 10; PROTECTION OF PERSONS AND PROPERTY 10.1 SAFETY AND PRECAUTIONS AND PROGRAMS ADD THE FOLLOWING SUBPARAGRAPH TO 10.1 10.15 NEITHER THE OWNER OR CONTRACTOR SHALL REMOVE MATERIALS SUSPECTED OF CONTAINING ASBESTOS OR POLYCHLORINATED BIPHENYL (PCB) FROM THE AREA OF THE WORK WITHOUT FIRST CONSULTING THE LANDLORD. NEITHER THE OWNER OR CONTRACTOR SHALL INSTALL MATERIALS CONTAINING ASBESTOS OR POLY- CHLORINATED BIPHENYL IN THE CONSTRUCTION OF THE PROJECT. FURTHERMORE, THE OWNER SHALL CERTIFY THAT NO MATERIALS CONTAINING ASBESTOS OR POLY- CHLORINATED BIPHENYL HAVE BEEN USED IN THE PROJECT. 102 SAFETY OF PERSONS AND PROPERTY ADD THE FOLLOWING SUBPARAGRAPH TO 102 102.9 THE CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE THE BARRICADE ERECTED BY THE LANDLORD. ARTICLE 11; INSURANCE AND BONDS: 111 CONTRACTORS LIABILITY INSURANCE DELETE SUBPARAGRAPH 1112 AND SUBSTITUTE THE FOLLOWING 1112 THE INSURANCE REQUIRED BY SUBPARAGRAPH 111.1 SHALL BE WRITTEN FOR NOT LESS THAN THE LIMITS OF LIABILITY MUTUALLY AGREED UPON BY THE OWNER AND CONTRACTOR, REQUIRED BY THE LANDLORD, OR REQUIRED BY LAW, WHICHEVER COVERAGE IS GREATER COVERAGES, WHETHER WRITTEN ON AN OCCURANCE OR CLAIMS -MADE BASIS, SHALL BE MAINTAINED WITHOUT INTERRUPTION FROM THE DATE OF COMMENCEMENT OF THE WORK UNTIL THE DATE OF FINAL PAYMENT AND TERM- INATION OF ANY COVERAGE REQUIRED TO BE MAINTAINED AI- I ER FINAL PAYMENT, DELETE REFERENCES TO THE 'OWNER" IN SUBPARAGRAPH 11.1.3 AND SUBSTITUTE 'OWNER AND LANDLORD." END OF SECTION 00800 DIVISION 1 SECTION 01200 - ORIENTATION MEETING PART 1 - GENERAL 1.1 RELATED DOCUMENTS DRAWINGS AND GENERAL PROVISIONS OF THE AGREE- MENT INCLUDING GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIV- ISION 1 SECTIONS OF THESE SPECIFICATIONS APPLY TO WORK OF THIS SECTION. PART 2 - PRODUCTS NO REQUIREMENTS PART 3 - EXECUTION 3.1 THE CONTRACTOR SHALL ARRANGE AN ORIENTATION MEETING WITH THE LAND- LORD PRIOR TO THE COMMENCEMENT OF THE WORK THE CONTRACTOR SHALL CONFIRM THE LANDLORDS REQUIREMENTS WITH RESPECT TO CONSTRUCTION PROCEDURES AND COORDINATE HIS SCHEDULE WITH THE MALL'S OPERATION, END OF SECTION 01200 DIVISION 2 SECTION 02050 - DEMOLITION PART 1 - GENERAL 1.1 RELATED DOCUMENTS DRAWINGS AND GENERAL PROVISIONS OF THE AGREE- MENT INCLUDING GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIV- ISION 1 SECTIONS OF THESE SPECIFICATIONS APPLY TO WORK OF THIS SECTION. PART 2 - PRODUCTS NO REQUIREMENTS. PART 3 - EXECUTION Si THE CONTRACTOR SHALL DEMOLISH AND REMOVE EXISTING TENANT IMPROVE- MENTS WITHIN THE AREA OF THE WORK NOT INDICATED TO BE SALVAGED. 32 THE CONTRACTOR SHALL LOCATE IDENTIFY, CAP AND DISCONNECT SERVICES THAT ARE NOT INDICATED TO BE REUSED. 33 COVER VENTS, DUCTS AND OTHER OPENINGS WHICH ARE COMMON WITH AREAS OUTSIDE THE AREA OF THE WORK TO PREVENT THE TRANSFER OF DUST. 3.4 THE CONTRACTOR SHALL CUT AND /OR CORE THE EXISTING CONCRETE SLAB AS NECESSARY TO PROVIDE FOR UNDERSLAB SERVICES. 35 THE CONTRACTOR SHALL PROTECT THE MALL BULKHEAD, NEUTRAL PIERS AND DEMISING WALLS DURING THE DEMOLITION OF EXISTING TENANT IMPROVEMENTS. PENETRATIONS OR MODIFICATIONS TO EXISTING STRUCTURAL STEEL, CONCRETE OR ROOFING MUST BE APPROVED BY THE LANDLORD IN WRITING BEFOREHAND. END OF SECTION 02050 PART 2 - PRODUCTS 2.1 STRUCTURAL CONCRETE NORMAL WEIGHT WITH A COMPRESSIVE STRENGTH OF OF 2500 PSI AT 28 DAYS. SECTION 03300 - CONCRETE PART 1 - GENERAL 1.1 RELATED DOCUMENTS DRAWINGS AND GENERAL PROVISIONS OF THE AGREE- MENT INCLUDING GENERAL CONDMONS, SUPPLEMENTARY CONDITIONS AND DIV- ISION 1 SECTIONS OF THESE SPECIFICATIONS APPLY TO WORK OF THIS SECTION. 1.2 STANDARDS AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) STAND- ARDS, AND UNIFORM BUILDING CODE (U.B.C.) STANDARDS INCLUDING: A ASTM A 615, A 616, A617, A 706, A 767 AND A 775 - REINFORCING BARS FOR CON- CRETE B. ASTM C 33 - CONCRETE AGGREGATES. C. U.B.C. STANDARD 19 -1, PORTLAND CEMENT AND BLENDED HYDRAULIC CEMENTS D. U.B.C. STANDARD 19-2, WELDING REINFORCING STEEL, METAL INSERTS AND CON- NECTIONS IN REINFORCED CONCRETE CONSTRUCTION. 13 SUBMITTALS SUBMIT FINISHED SAMPLES OF STAMPED CONCRETE TO THE ARCH- ITECT FOR REVIEW BEFORE EXECUTING WORK A AGGREGATE CONFORMING TO ASTM C 33. B. REINFORCING BAR DEFORMED STEEL IN SIZE(S) INDICATED CONFORMING TO ASTM A 615, A 616, A 617, A 706, A 767, A 775. 22 CONCRETE UNDERLAYMENT SYSTEM: A SELF - LEVELING CONCRETE UNDERLAYMENT ARDEX, 'K -15" SELF - LEVELING CON- CRETE UNDERLAYMENT" B. PRIMER ARDEX, "P-51" PRIMER 23 SEALED CONCRETE FLOOR FINISH : "SONOGLAZE VOC" BY SONNEBORN OR APPROVED EQUAL - CONSULT WITH THE MANUFACTURER & THE ARCHITECT FOR EAXCT SPECIFICATION AND APPLICATION METHOD AFTER DEMOLITION, CLEAN UP AND PREPERATION WORK IS COMPLETE 2.4 EPDXY THIN -SET MORTAR LATICRETE, "LATAPDXY - SP300 EPDXY THIN -SET MIX." PART 3 - EXECUTION 31 GENERAL PREPARE AND INSTALL MATERIALS PER THE MANUFACTURER'S INSTR- UCTIONS AND IN A MANNER CONSISTENT WITH THEIR APPROVAL[S1 32 REMOVE DEBRIS AND LATTICE FROM VOIDS TO BE FILLED AND /OR PATCHED. REMOVE LOOSE ADHESIVES, DIRT AND OTHER DEBRIS FROM SLABS TO BE LEVEL- ED. FILL, PATCH AND LEVEL EXISTING SLABS IN A MANNNER SUITABLE FOR THE LATIN APPLICATIONS OF SCHEDULED FINISHES. 33 PERMANENTLY SHORE HOLES IN STRUCTURAL CONCRETE SLABS BEFORE FILLING WITH UNDERLAYMENT, 34 SEALED CONCRETE PATCH ALL HOLES AND CRACKS. GRIND SMOOTH WITH ROTARY TERRAZZO GRINDER WITH FINE DIAMOND BLADE CLAEN ALL DUST & DEBRIS AND SEAL WITH (2) COATS OF MATT, CLEAR CONCRETE SEALER PER MANUFACTURERS RECOMMENDATIONS & GUIDELINES. END OF SECTION 03300 DIVISION 4 NO REQUIREMENTS DIVSION 5 SECTION 05500 - METAL FABRICATIONS PART 1 - GENERAL 1.1 RELATED DOCUMENTS: DRAWINGS AND GENERAL PROVISIONS OF THE AGREE- MENT INCLUDING GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIV- ISION 1 SECTIONS OF THESE SPECIFICATIONS APPLY TO WORK OF THIS SECTION. 12 STANDARDS AND REFERENCES: A ASTM A 307 - LOW CARBON STEEL EXTERNALLY AND INTERNALLY THREADED STANDARD FASTENERS; AMERICAN SOCIETY FOR TESTING AND MATERIALS. B. ASTM B 36 - STANDARD SPECIFICATION FOR BRASS PLATE, SHEET, STRIP, AND ROLLED BAR; AMERICAN SOCIETY FOR TESTING AND MATERIALS. C, ASTM B 209 - STANDARD SPECIFICATION FOR ALUMINUM AND ALUMINUM -ALLOY SHEET AND PLATE 1.3 APPROVALS: A CITY OF LOS ANGELES (COLA) RESEARCH REPORT. B. INTERNATIONAL CONFERENCE OF BUILDING OFFICALS OCBO) EVALUATION REPORT. 14 SHOP DRAWINGS AND SUBMITTALS: SUBMIT CO SET OF REPRODUCIBLE SHOP DRAWINGS AND (3) SETS SAMPLES OF EACH FINISH ITEM TO THE ARCHITECT FOR REVIEW AND ACCEPTANCE THE CONTRACTOR SHALL COORDINATE THE SUBMIT- TAL PROCESS, REIEW AND VERIFY THAT EACH SUBMITTAL CONFORMS TO THE SPECIFIED REQUIREMENTS. SHOP DRAWINGS SHALL BE SUFFICIENTLY DETAILED TO SHOW ALL PERTINENT ASPECTS OF THE WORK OF THIS SECTION AND THE METHOD[S] OF CONNECTION TO RELATED WORK PART 2 - PRODUCTS 2.1 STEEL ANGLES, CHANNELS AND PLATES: HOT ROLLED CARBON STEEL IN SIZES AND THICKNESSES INDICATED COMPLYING WITH ASTM A 36. 22 ALUMINUM PLATE 6061 T651 ALLOY IN SHAPES, THICKNESSES AND FINISHES INDI- CATED COMPLYING WITH ASTM B 209. 23 FASTENERS A BOLTS AND NUTS: IN DIAMETERS AND LENGTHS INDICATED COMPLYING WITH ASTM A 307, GRADE A B. EXPANSION ANCHORS HILTI "1-IDI DROP IN ANCHORS" IN DIAMETERS AND LENGTHS INDICATED. ICBO EVALUATION REPORT NO. 2895; COLA RESEARCH REPORT NO. RR 23709. C. SELF- DRIWNG FASTENERS HIL11, "KWIK -FLEX" IN CONFIGURATIONS AND SIZES INDI- CATED. ICBO EVALUATION REPORT NO. 4780; COLA RESEARCH REPORT 25095. D. MISCELLANEOUS FASTENERS: PROVIDE FASTENERS INDICATED, BUT NOT OTHER- WISE SPECIFIED. PART 3 - EXECUTION 3.1 GENERAL SCHEDULE THE SUBMISSION OF SHOP DRAWINGS AND COORDINATE THE INSTALLATION OF METAL FABRICATIONS WITH OTHER TRADES SO AS TO AVOID DELAYS. TAKE MEASUREMENTS IN THE FIELD TO VERIFY AND SUPPLEMENT DIMEN- SIONS INDICATED PRIOR TO SUBMITTING SHOP DRAWINGS, 32 FABRICATE COMPONENTS IN ACCORDANCE WITH APPROVED SHOP DRAWINGS. SHOP FABRICATE TO GREATEST EXTENT PRACTICAL TO MINIMIZE FIELD CUTTING, SPUCING AND FASTENING. 33 COORDINATE THE INSTALLATION OF METAL FABRICATONS WITH OTHER TRADES SO AS TO AVOID DELAYS. DO NOT ATTACH TO OR SUSPEND FROM CONSTRUCT- -ION FROM THE DECK ABOVE, UNLESS IT IS APPROVED BY THE LANDLORD IN WRING BEFOREHAND. FRAME, BRACE OR SUSPEND CONSTRUCTION AS NECESS- ARY SO THAT IT IS INDEPENDENT OF THE EXISTING MALL CONSTRUCTION. PENETRATIONS OR MODIFICATIONS TO EXISTING STRUCTURAL STEEL, CONCRETE OR ROOFING, MUST BE APPROVED BY THE LANDLORD IN WRITING BEFOREHAND. 3.4 FOLLOW THE APPROVING AGENCIES' AND MANUFACTURERS INSTRUCTIONS IN THE USE, APPLICATION AND SPACING OF FASTENERS. 35 COVER AND PROTECT METAL FABRICATIONS UNTIL ALL OTHER TRADES HAVE COMPLETED THEIR WORK TOUCH UP MARRED SURFACES AND THOROUGHLY CLEAN METAL FABRICATIONS END OF SECTION 05500 DIVISION 6 SECTION 06000 - ROUGH AND FINISH CARPENTRY PART 1 - GENERAL 1.1 RELATED DOCUMENTS DRAWINGS AND GENERAL PROVISIONS OF THE AGREE- MENT INCLUDING GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIV- ISION 1 SECTIONS OF THESE SPECIFICATIONS APPLY TO WORK OF THIS SECTION. 13 STANDARDS: AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) STANDARD E 84 - TUNNEL TEST FOR SURFACE DARD BURNING CHARACTERISTICS OF BUILD- ING MATERIALS, NBC STANDARD 8 -11 1.4 APPROVALS: A CITY OF LOS ANGELES (COLA) RESEARCH REPORT. B. UNDERWRITERS LABORATORIES (U.L) LISTING PART 2 - PRODUCTS 21 BLOCKING: NO. 2 DOUGLAS RR, IN DIMENSIONS INDICATED, MILL STAMPED - "FIRE - RETARDANT- TREATED WOOD" AND USTED BY U.L AS A CLASS I MATERIAL OR A MATERIAL APPROVED BY THE COLA AS A CLASS I MATERIAL 2.2 PLYWOOD: STRUCTURAL I, T & G, 3/4" THICK, MILL STAMPED "FIRE- RETARDANT- TREATED PLYWOOD" AND LISTED BY U.I. AS A CLASS I MATERIAL OR A MATERIAL APPROVED BY THE COLA AS A CLASS I MATERIAL 23 PANTED WOOD TRIM: POPLAR, BIRCH OR SIMILAR CLOSED GRAIN HARDWOOD IN SIZE(S) AND CONFIGURATIONS) INDICATED. 2.4 FASTENERS A WOOD TRIM TO STEEL FRAMING THROUGH (1) LAYER OF 5/8" GYPSUM BOARD: 1 5/8 ", TYPE S, TRIM HEAD. B. BLOCKING TO STEEL FRAMING 1 1/4 ", TYPE S. C. PLYWOOD TO STEEL FRAMING 1 15/16 ", TYPE S-12, BUGLE HEAD, PILOT POINT. PART 3 - EXECUTION 3.1 COORDINATE THE PLACEMENT OF BLOCKING WITH OTHER TRADES. A SPACE FASTENERS AS INDICATED. AVOID OVERDRMNG FASTENERS B. PROVIDE WOOD TRIM IN THE LONGEST LENGTHS AVAILABLE WHERE THE LENGTH OF A CONTINUOUS RUN REQUIRES SPUCING OF TWO OR MORE PIECES OF TRIM, SPLICE ENDS WITH SCARF JOINTS. MITER AND FIT TRIM AS NECESSARY TO INSURE NEAT AND CONTINUOUS LINES. COUNTERSINK TRIM FASTENERS ALL HOLES AND SAND FLUSH BEFORE FINISHING. END OF SECTION 06000. SECTION 06405 - CABINETRY PART 1 - GENERAL 11 RELATED DOCUMENTS DRAWINGS AND GENERAL PROVISIONS OF THE AGREE- MENT INCLUDING GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIV- ISION 1 SECTIONS OF THESE SPECIFICATIONS APPLY TO WORK OF THIS SECTION. 12 STANDARDS WOODWORK INSTITUTE OF CALIFORNIA (WIC) MANUAL OF MILLWORK 10TH EDITION; SECTION 14 - CASEWORK - WOOD. 13 SHOP DRAWINGS AND SUBMITTALS: SUBMIT (0 SET OF REPRODUCIBLE SHOP DRAWINGS AND (3) SET'S SAMPLES OF EACH FINISH ITEM TO THE ARCHITECT FOR REVIEW AND ACCEPTANCE THE CONTRACTOR SHALL COORDINATE THE SUBMIT- TAL PROCESS, REIEW AND VERIFY THAT EACH SUBMITTAL CONFORMS TO THE SPECIFIED REQUIREMENTS SHOP DRAWINGS SHALL BE SUFFICIENTLY DETAILED TO SHOW ALL PERTINENT ASPECTS OF THE WORK OF THIS SECTION AND THE METHODS] OF CONNECTION TO RELATED WORK PART 2 - PRODUCTS 2.1 MATERIALS A MEDIUM DENSITY FIBERBOARD: MEDITE "MEDEX;" INDUSTRIAL GRADE FOR EXTERIOR APPLICATIONS, 3/4" THICK B. ACRYLIC SHEET: ATOI -IAAS, MODEL NO, W -2447, TRANSLUCENT WHITE; GRADE G OR MC. C. FASTENERS TYPES, SIZES AND CONFIGURATIONS INDICATED. D. CABINET LEVELERS HAFELE PART NO.'S 637.45326 AND 637.45997. E STAINLESS STEEL CAP SCREW: MCMASTER-CARR PART NO. 92196A205 F. KNOCK -IN THREADED INSERT: MCMASTER -CARR PART NO. 90267A693. G PLASTIC LAMINATE FORMICA PROVIDE COLOR(S) AND RNISH(ES) SCHEDULED. 22 FINISH: SEE SECTION 09900 - PAINTING PART 3 - EXECUTION Si TAKE MEASUSREMENTS IN THE FIELD TO VERIFY AND SUPPLEMENT DIMENSIONS INDICATED PRIOR TO FABRICATION. END OF SECTION 06405 DIVISION 7 SECTION 07520 - FIREPROOFING PART 1 - GENERAL PART 2 - PRODUCTS END OF SECTION 07520 SECTION 07500 - ROOFING SYSTEM PART 1 - GENERAL PART 2 - PRODUCTS PART 3 - EXECUTION END OF SECTION 07500 SECTION 07920 - SEALANTS PART 1 - GENERAL PART 3 - EXECUTION END OF SECTION 07920 DIVISION 8 SECTION 08100 - DOORS AND FRAMES PART 1 - GENERAL 12 STANDARDS AND REFERENCES 32 FABRICATE CABINETRY IN ACCORDANCE WITH THE REQUIREMENTS OF WIC SECT- ION 14 - CASEWORK - WOOD : CUSTOM GRADE 33 SET EACH UNIT SQUARE, LEVEL AND PLUMB. ALIGN EDGES OF ADJACENT CAB- INETS. PROVIDE CUT -OUTS IN THE BACKS OF CABINETS AS REQUIRED FOR INSTAL LATION AND CONNECTION OF ELECTRICAL WIRING, TIGHT FIXTURES, EQUIPMENT, APPLIANCES AND PLUMBING. 54 COVER AND PROTECT CABINETRY UNTIL ALL OTHER TRADES HAVE COMPLETED THEIR WORK TOUCH UP MARRED SURFACES AND THOROUGHLY CLEAN CABIN- ETRY. 11 RELATED DOCUMENTS: DRAWINGS AND GENERAL PROVISIONS OF THE AGREE- MENT INCLUDING GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIV- ISION 1 SECTIONS OF THESE SPECIFICATIONS APPLY TO WORK OF THIS SECTION. 12 APPROVALS: A UNDERWRITERS LABORATORIES (U.L.) B. CITY OF LOS ANGELES (COLA) RESERCH REPORT. C. INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS OCBO) EVALUATION REPORT. 1.3 SUBMITTALS: SUBMIT MANUFACTURER'S LITERATURE TO LANDLORD FOR APPROVAL 2.1 SPRAYED FIREPROOFING MATCH EXISTING TYPE AND MANUFACTURER iN THE EVENT THAT THE ORIGINAL MANUFACTURER'S PRODUCT IS UNAVAILABLE OR THE MANUFACTURER CANNOT BE DETERMINED USE A PRODUCT THAT IS U.L LISTED ZAND APPROVED BY ICBO AND COLA PART 3 - EXECUTION Si GENERAL.; APPLY FIREPROOFING IN A MANNER CONSISTENT WITH ITS APPROVAL(S). 32 REPLACE FIREPROOFING THAT IS DAMAGED OR REMOVED DURING DEMOLITION AND CONSTRUCTION. MATCH THICKNESS OF EXISTING ADJACENT FIREPROOFING 1.1 RELATED DOCUMENTS: DRAWINGS AND GENERAL PROVISIONS OF THE AGREE- MENT INCLUDING GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIV- ISION 1 SECTIONS OF THESE SPECIFICATIONS APPLY TO WORK OF THIS SECTION. 12 REFERENCES NATIONAL ROOFING CONTRACTORS ASSOCIATION (NRCA) ROOFING & WATERPROOFING MANUAL, CURRENT EDITION. 1.3 QUALITY ASSURANCE THE CONTRACTOR SHALL ENGAGE THE ROOFING CONTR- ACTOR REQUIRED BY THE LANDLORD TO UNDERTAKE MODIFICATIONS TO THE EXISTING ROOFING SYSTEM IN THE EVENT THAT THE LANDLORD DOES NOT RE- QUIRE A PARTICULAR ROOFING CONTRACTOR THE CONTRACTOR SHALL ENGAGE A LICENSED ROOFING CONTRACTOR WHO HAS A MINIMUM OF FIVE YEARS EXPER- INECE WITH THE SAME ROOFING SYSTEM INSTALLED AT THE MALL AND WHO IS CERTIFIED BY THE MANUFACTURER OF THE EXISTING MALL ROOFING SYSTEM 2.1 THE CONTRACTOR SHALL VERIFY THE TYPE AND CONDITION OF THE EXISTING MALL ROOF ASSEMBLY. MATERIALS USED TO PATCH AND REPAIR SHALL BE CON- SISTENT AND COMPATABLE IN QUALITY AND TYPE WITH THOSE USED IN THE EXISTING ROOF ASSEMBLY. Si COORDINATE THE MOVING OF ROOF MOUNTED EQUIPMENT AND THE CUTTING AND SEALING OF ALL ROOF PENETRATIONS, IF ANY, WITH THE LANDLORD. PENE- TRATIONS OR MODIFICATONS TO EXISTING STRUCTURAL STEEL, CONCRETE OR ROOFING MUST BE APPROVED BY THE LANDLORD IN WRITING BEFOREHAND. 32 ALL WORK SHALL COMPLY WITH THE APPUCABLE SPECIFICATIONS AND DETAILS CONTAINED IN THE NRCA ROOFING AND WATERPROOFING MANUAL 1.1 RELATED DOCUMENTS DRAWINGS AND GENERAL PROVISIONS OF THE AGREE- MENT INCLUDING GENERAL CONDITIONS, SUPPLEMENTARY CONDFIIONS AND DIV- ISION 1 SECTIONS OF THESE SPECIFICATIONS APPLY TO WORK OF THIS SECTION. PART 2 - PRODUCTS 2.1 ACRYLIC CAULK PECORA, "AC -20 + SILICONE," NO. 345, 'TRU- WHITE" 22 CLEAR SILICONE CAULK GE, "CONSTRUCTION 1200, TRANSLUCENT' 23 BACKER ROD: CLOSED CELL POLYETHYLENE SIZED TO FIT SNUGLY IN JOINTS, Si SEAL JOINTS AND GAPS AT FLOORS, WALLS AND CEILINGS AND AROUND DUCTS, PIPES AND CABLES WITH ACRYLIC CAULK USE BACKER ROD BEHIND CAULK WHERE JOINT DEPTH EXCEEDS 3/8" PAINT CAULK TO MATCH ADJOINING PAINTED SURFACES 32 SEAL PERIMETER OF RATED PARTITIONS AND DEMISING WALLS WITH ACRYLIC CAULK 1.1 RELATED DOCUMENTS DRAWINGS AND GENERAL PROVISIONS OF THE AGREE- MENT INCLUDING GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIV- ISION 1 SECTIONS OF THESE SPECIFICATIONS APPLY TO WORK OF THIS SECTION. A SDI - 100-91 - RECOMMENDED SPECIFICATIONS FOR STANDARD STEEL DOORS & FRAMES; STEEL DOOR INSTITUTE B. SDI -105 - RECOMMENDED ERECTION INSTRUCTIONS FOR STEEL FRAMES; STEEL DOOR INSTITUTE 21 USTED (LABELED) DOORS AND FRAMES; PROVIDE DOORS AND FRAMES INDICATED WITH U.L OR W.H. LABELS AND COMPLYING WITH NFPA 80. H. 13 A B. C. SDI -111 - RECOMMEDED STANDARD DETAILS FOR STEEL DOORS & FRAMES; STEEL DOOR INSTITUTE D. ASTM A 366 - STANDARD SPECIFICATION FOR STEEL, SHEET, CARBON, COLD - ROLLED, COMMERICAL QUALITY; AMERICAN SOCIETY FOR TESTING AND MATERIALS E WIC SECTION 9 - INTERIOR - TRIM, JAMBS AND MILLWORK; WOODWORK INSTITUTE OF CALIFORNIA - MANUAL OF MILLWORK, 10TH EDITION. F. NFPA 80 - STANDARD FOR FIRE DOORS AND WINDOWS; NATIONAL FIRE PROTECT- ION ASSOCIATION. G. NWWDA LS. 1 -A - NATIONAL WOOD WINDOW AND DOOR ASSOCIATION, INDUSTRY STANDARD. AWI SECTION 1300 SLC -5 - AMERICAN WOODWORKING INSTITUTE CERTIFICATIONS AND LISTINGS (LABELS): UNDERWRITERS LABORATORIES INC. (UL). WARNOCK HERSEY INTERNATIONAL INC. (W.H.). PART 2 - PRODUCTS 22 FRAMES: A METAL WELDED FRAMES CONFORMING TO SDI -100 AND CONSTRUCTED FROM 16 GAUGE COLD- ROLLFn STEEL COMPLYING WITH ASTM A 366. B. WOOD: POPLAR, BIRCH OR SIMILAR CLOSED GRAIN HARDWOOD IN SIZE(S) AND CONFIGURATION(S) INDICATED. 2.3 DOORS A SOLID CORE WOOD. PREMIUM ARCHITECTURAL GRADE FLUSH WOOD DOORS WITH SOUND GRADE BIRCH VENEER FACES, SOLID BLOCK CORES, TYPE I ADHESIVE AND CONFORMING TO NWWDA LS. 1-A AND EITHER WIC SECTION 20 OR AWI SECTION 1300 SLC -5. B. HOLLOW METAL DOORS: GRADE II, MODEL 1 CONFORMING TO SDI -100 AND CONST- RUCTED WITH FULL FLUSH 18 GAUGE COLD- ROLLED STEEL DOOR PANELS COM- PLYING WITH ASTM A 366. PART 3 - EXECUTION 3.1 INSTALL DOOR FRAMES IN ACCORDANCE WITH SDI -105 AND SDI -111. 32 PREPARE DOOR AND FRAMES FOR HARDWARE IN ACCORDANCE WITH ANSI A115. 53 INSTALL DOORS SO AS TO MAINTAIN THE CLEARANCES SPECIFIED IN SDI -100 AND NFPA 80. END OF SECTION 08100 SE ION 08400 - STOREFRONT PART - GENERAL 11 RELA` I DOCUMENTS DRAWINGS AND GENERAL PROVISIONS OF THE -REE- MENT CLUDING GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIV- ISION 1 • ECTIONS OF THESE SPECIFICATIONS APPLY TO WORK OF THI SECTION. 12 SUBMIT • . a SUBMIT GLASS SAMPLES AND SHOP DRAWINGS TO • " HITECT PART 2 - PRODUC S 2.1 GLASS: EXSMNC CLEAR TEMPERED GLASS STOREFRONT I ANODIZED ALUMINUM STOREFRONTB "►• E SYSTEM. 2.2 DOUBLE GLASS D• "S: EXISTING CLEAR TEMPERED G SS & ANODIZED ALUM- INUM DOOR AND ST • EFRONT FRAME 23 HARDWARE REFER TO ' E SCHEDULE AT THE END OF THIS SECTION. PART 3 - EXECUTION Si TEST EXISTING DOOR HARDW " E AND ADJU REQUIREMENTS INDICATED IN E DRAWN 32 HARDWARE SCHEDULE A PROVIDE THE FOLLOWING HAR P, ' A "HARDWARE" IN THE DOOR 1 HINGES EXISTIN EXIT DEVICE EXISTING - - EPAIR, IF NONE ' TING, WITH T. DOOR & EFURBISH OR REPLACE AS REQUIRED. RNISH & INSTALL ONE COMPATIBLE DWARE INSTALLED BY LANDLORD. LOCK FITTINGS REUS EXISTING - CHA PER •WNER'S LOCKING CYUNDERS C NGE WITH NEW - "SCH STOPS EXISTING - IF NOT PROVIDE A NT QUALITY HARDWARE, (2) NO. NICKLE PLATED FINISH. STRIKES EXISTING - IF NOT PROVIDE (2) N NT QUALITY HARDWARE, (2 PAIRS) STRIKES # L04021; 620 NICKLE PLA CLOSE "r: EXISTING - REPAIR, REFURBISH OR REP PIVOT . EXISTING - REPAIR, REFURBISH OR REPLA HA ' DLES EXISTING - REPAIR, REFURBISH OR REPLACE END ' SECTION 08400 CLOSERS TO MEET THE ACCESS ICATED UNDER THE HEADING OF RBISH OR REPLACE AS REQUIRED. E LOCK CORE WITH NEW ONE 5, CRITERIA GE", "BEST" OR EQUAL EW PAIR 431 - DOOR STOPS, #620 PAIRS. 225 - DUST PROOF FINISH. CE AS REQUIRED. AS REQUIRED. S REQUIRED. (SPECIFICATIONS CONTINUE ON SHEET A02) CO CO CO CV C7 a W CC W 0, a_ F- C) 0, 0 U CC 0 LL L CONSULTANT: PROJECT NAME : REVISIONS : NO. DESCRIPTION SHEET TITLE : CONDITIONS AND SPECIFICATIONS SCALE : NONE ATLASC H I + ASSOCIATES ARCHITECTS www.A3LA.com T> [31 0] 827 - 3644 F > [ 3 1 0 ] 827 - 3643 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY, SPACE NO. FC -10 TUKWILA, WA 98188 PANDA EXPRESS REF. # Ml- 08- D1189 DATE This doct rnent contains information to Attschi + Associates Architects Inc, and is Wished in for the invited pupose of evaluation biding or review. Tiffs doctnient or its contents may not be used for any or moose and may not be reproduced or cisclosed to others without the prior Written consent of Atiaschr + Associates Architects, Inc. All rights reserved O Copyright 2008 by Atlasci i + Associates Architects, inc. RECEIVED CITY OF TUKWILA MAY 19 2008 ISSUE DATE : 04 -28 -2008 PERMIT CENTER SHEET A0.1 A PLAN CHECK AND LANDLORD REVISION 01 -10 -2008 © LANDLORD REVISION 01 -18 -2008 A ,, OWNER REVISIONS - ISSUED FOR BIDS 03-10 -2008 A OWNER REVISIONS 04-09 -2008 A 6 GENERAL REVISIONS - CONSTRUCTION" SET 04-14 -2008 A 'FOR GENERAL REVISIONS - 'FOR CONSTRUCTION" SET/ REV. NO.1 04 -28 -2008 e s CONDITIONS AND SPECIFICATIONS: DIVISION 8 (CONTINUED) SECTION 08710 - DOOR HARDWARE PART 1 - GENERAL 11 RELATED DOCUMENTS: DRAWINGS AND GENERAL PROVISIONS OF THE AGREE- MENT INCLUDING GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIV- ISION 1 SECTIONS OF THESE SPECIFICATIONS APPLY TO WORK OF THIS SECTION. PART 2 - PRODUCTS 2.1 REFER TO THE HARDWARE SCHEDULE AT THE END OF THIS SECTION. PART 3 - EXECUTION 3.1 INSTALL DOOR HARDWARE AND ADJUST CLOSERS TO MEET THE ACCESS REQUIRE- MENTS INDICATED IN THE DRAWINGS. 32 HARDWARE SCHEDULE: A PROVIDE THE FOLLOWING HARDWARE SETS INDICATED UNDER THE HEADING OF 'HARDWARE" IN THE DOOR SCHEDULE 1. DEADBOLT 2. HINGES STOP CLOSER KICK PLATE END OF SECTION 08710 YALE - MODEL 112; SURFACE MOUNT. HAGER - 1279; 3 1/2" X 3 V2"; 1 1/2 PAIRS; 626 DULL CHROME SCHLAGE - RHODES; D6OPD; VESTIBULE (LEVER); 626 FINISH. NT QUALITY - NO. 431ES; DULL CHROME; 626 FINISH. NORTON - 8301BFDA HAGER - (2) 190S; 34" x 12"; STAINLESS STEEL; 630 FINISH INSTALL ON BOTH SIDES. DIVISION 9 SECTION 09260 - GYPSUM BOARD AND METAL FRAMING PART 1 - GENERAL 1.1 RELATED DOCUMENTS: DRAWINGS AND GENERAL PROVISIONS OF THE AGREE- MENT INCLUDING GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIV- ISION 1 SECTIONS OF THESE SPECIFICATIONS APPLY TO WORK OF THIS SECTION. 1,2 STANDARDS: AMERICAN IRON AND STEEL INSTITUTE (ALSO 1986 DESIGN SPECIFICAT- IONS AND AMERICAN SOCIETY OF TESTING AND MATERIALS (ASTM) STANDARDS INCLUDING: A ASTM C 36 - GYPSUM WALL BOARD B. ASTM C 475 - JOINT TREATMENT. C. ASTM C 630 - WATER - RESISTANT GYPSUM BACKING BOARD. D. ASTM C 645 - NON -LOAD (AXIAL) BEARING STEEL STUDS, RUNNERS (TRACK), AND RIGID FURRING CHANNEL FOR SCREW APPLICATION OF GYPSUM BOARD. E ASTM C 754 - STANDARD SPECIFICATION FOR INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE SCREW ATTACHED GYPSUM F. ASTM C 840 - STANDARD SPECIFICATION FOR APPLICATION AND FINISHING OF GYPSUM BOARD. G. ASTM C 954 - STEEL DRILL SCREWS FOR THE APPUCATION OF GYPSUM BOARD IN STEEL STUDS FROM 0.033 IN. TO 0.112 IN. IN THICKNESS (TYPE 5 -12). H. ASTM C 955 - STANDARD SPECIFICATION FOR LOAD - BEARING (TRANSVERSE AND AXIAL) STEEL STUDS, RUNNERS (TRACKS), AND BRACING OR BRIDGING FOR SCREW APPLICATION OF GYPSUM PANEL PRODUCTS AND METAL PLASTER BASES, L ASTM C 1002 - STEEL DRILL SCREWS FOR THE APPLICATION OF GYPSUM BOARD (TYPES G, W, AND S). J. ASTM C 1047 - ACCESSORIES FOR GYPSUM WALLBOARD AND GYPSUM VENEER BASE 13 APPROVAL& INTERNATIONAL CONFERENCE OF BUILDING OFFICALS OCBO) EVALUAT- ION REPORTS. PART 2 - PRODUCTS 2.1 GYPSUM BOARD: 5/8" THICK, TYPE' WITH TAPERED EDGES COMPLYING WITH ASTM C 36. PROVIDE 5/8" THICK, TYPE 'X; WATER RESISTANT GYPSUM BOARD WHERE INDICATED COMPLYING WITH ASTM C 630. 2.2 ACCESSORIES CORNER AND CASING BEADS COMPLYING WITH ASTM C 1047. 2.3 JOINT TAPING AND TOPPING COMPOUND: ALL PURPOSE READY -MIXED OR SAND - ABLE SETTING -TYPE COMPLYING WITH ASTM C 475. 2.4 JOINT TAPE PERFORATED PAPER COMPLYING WITH ASTM C 475. 25 DRYWALL FASTENERS: PROVIDE WESTERN STATES FASTENING SYSTEMS, "POWER BULL" DRYWALL SCREWS, ICBO EVALUATION REPORT 5623, FOR THE APPUCATION OF (1) LAYER OF 5/8" GYPSUM BOARD TO STEEL FRAMING A 20 - 25 GAUGE FRAMING 1 1/4" LONG TYPE S BUGLE HEAD COMPLYING WITH ASTM C 1002. B. 14 - 18 GAUGE FRAMING 1 V4" LONG TYPE S -12 BUGLE HEAD COMPLYING WITH ASTM C 954. 26 FRAMNG FASTENERS PROVIDE WESTERN STATES FASTENING SYSTEMS, 'POWER BULL" SELF DRIWNG TAPPING SCREWS, ICBO EVALUATION REPORT 5623. 2.7 FRAMING PROVIDE STEEL FRAMING IN THE DIMENSIONS AND GAUGES INDICATED MANUFACTURED BY "CAUFORNIA EXPANDED METAL LATH PRODUCTS COMPANY" (CEMCO) CONFORMING TO AISI 1986 DESIGN SPECIFICATIONS, ASTM C955, ICBO EVALUATION REPORT 4943 -P & LA RESERACH REPORT NO. 24923 AS FOLLOWS : A 20 - 25 GAUGE FRAMING ECS PUNCHED "C" STUDS & JOISTS, 1 3/8" FLANGE SECTION #3625137 -33 COMPLYING WITH ASTM A653 & ASTM A924 B. 14 - 18 GAUGE FRAMING ECS PUNCHED "C" STUDS & JOISTS, 1 3/8" FLANGE SECTION #3628137-33 COMPLYING WITH ASTM A653 & ASTM A924 28 POWDER ACTUATED FASTENERS A FASTENING TO STEEL HIL11, "ESD 16 P8T," ICBO EVALUATION REPORT NO. 2388. B. FASTENING TO CONCRETE HIL11, %ZF 32 P8T," ICBO EVALUATION REPORT NO. 2388. NOTE : USE OF SHOT PINS OR ANY OTHER METHODS OF ATTACHMENT TO THE FLOOR OR DECKS ARE UMITED TO A LENGTH OF 3/4" TO PREVENT DAMAGE TO PT TENDONS OF EXISTING POST - TENSIONED CONCRETE STRUCTURE ALL OTHER FASTENING METHODS, PENETRATIONS, CORING, TRENCHING WILL REQUIRE SLAB X -RAY BY MALL APPROVED TESTING AGENCY & MALL APPROVAL. 2.9 METAL ACCESS PANELS (DOORS): A UNRATED WALLS AND PAR I I I IONS; MILCOR, "STANDARD FLUSH DOOR FOR DRY- WALL CEILINGS OR WALLS - STYLE DW" IN SIZE(S) INDICATED. 2.9 METAL ACCESS PANELS (DOORS): A UNRATED WALLS AND PARTITIONS: MILCOR, "STANDARD FLUSH DOOR FOR DRY- WALL CEILINGS OR WALLS - STYLE DW," IN SIZE(S) INDICATED. B. RATED WALLS AND PARTITIONS: MILCOR, 'UNIVERSAL ARE -RATED DOORS FOR WALLS AND CEILINGS - STYLE UFR" IN SIZE(S) INDICATED. PART 3 - EXECUTION a1 GENERAL ERECT STEEL FRAMING IN ACCORDANCE WITH ASTM C 754. INSTALL AND FINISH GYPSUM BOARD IN ACCORDANCE WITH ASTM C 840, EXTEND GYP- SUM BOARD FROM FLOOR TO 6" ABOVE FINISHED CEILING OR UNDERSIDE OF DECK AS INDICATED. SEAL GAPS AT PERIMETER OF RATED PARTITIONS WITH SEALANT. 32 JOINTS: PLACE JOINTS BETWEEN SHEETS OF GYPSUM BOARD OVER THE HEADS OF CASED OPENINGS, WINDOWS AND DOORS DO NOT PLACE JOINTS BETWEEN SHEETS OF GYPSUM BOARD SO THAT THEY ALIGN WITH THE EDGES OF CASED OPENINGS, WINDOWS AND DOORS. PLACE LONG DIMENSION OF SHEETS PERP- ENDICULAR TO FRAMING AND STAGGER END JOINTS OF SUCCEEDING COURSES 32 A FASTENERS: WALLS: ATTACH GYPSUM BOARD WITH SCREWS SPACED 8" ON CENTER AT VERT- CAL EDGES AND 12" ON CENTER AT TOP AND BOTTOM RUNNERS AS WELL AS INTERMEDIATE STUDS. B. CEILINGS: ATTACH GYPSUM BOARD WITH SCREWS SPACED 12" ON CENTER FLOAT, BACK -BLOCK AND TAPER ALL CEUNG END JOINTS EXCEPT AT THE PERI- METER OF ROOMS BACK -BLOCK ALL CEILING EDGE JOINTS EXCEPT AT THE PERI- METER OF ROOMS. 3.4 ACCESSORIES, INSTALL CORNER BEAD AT ALL OUTSIDE CORNERS. INSTALL CAS- ING BEAD AT ALL EXPOSED LEADING EDGES AND LOCATIONS WHERE GYPSUM BOARD ABUTS OTHER MATERIALS. 35 DO NOT ATTACH TO OR SUSPEND CONSTRUCTION FROM THE DECK ABOVE, UN- LESS TT IS APPROVED BY THE LANDLORD IN WRITING BEFOREHAND. FRAME, BRACE OR SUSPEND CONSTRUCTION AS NECESSARY SO THAT IT IS INDEPENDENT OF THE EXISTING MALL CONSTRUCTION. PENETRATIONS OR MODIFICATIONS TO EXISTING STRUCTURAL STEEL, CONCRETE OR ROOFING MUST BE APPROVED BY THE LANDLORD IN WRITING BEFOREHAND. 3.6 FOLLOW THE APPROVING AGENCIES AND MANUFACTURER'S INSTRUCTIONS IN THE USE, APPLICATION AND SPACING OF FASTENERS. 57 LEVEL OF FINISH: ACHIEVE A LEVEL 5 FINISH PER GA-214-90. EMBED TAPE, FAST- ENERS AND MOLDINGS IN (3) COATS APPLY A THIN LAYER OF TOPPING COM- POUND OVER ALL SURFACES; SAND AND PRIME END OF SECTION 09260 SECTION 09400 - PORCELAIN STONE & QUARRY TILE PART 1 - GENERAL 1.1 RELATED DOCUMENTS: DRAWINGS AND GENERAL PROVISIONS OF THE AGREE- MENT INCLUDING GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIV- ISION 1 SECTIONS OF THESE SPECIFICATIONS APPLY TO WORK OF THIS SECTION. 1.2 STANDARD& AMERICAN NATIONAL STANDARDS INSTITUTE (ANSO. A ANSI 1085 -1992 INSTALLATION OF CERAMIC TILE WITH DRY -SET PORTLAND CEMENT MORTAR OR LATEX- PORTLAND CEMENT MORTAR B. ANSI 10 8.10 -1992 INSTALLATION OF GROUT IN TILEWORK C. ANSI 118.41992 AMERICAN NATIONAL STANDARD SPECIFICATIONS FOR LATEX -PORT- LAND CEMENT MORTAR D. ANSI 118.6 -1992: AMERICAN NATIONAL STANDARD SPECIFICATIONS FOR CERAMIC TILE GROUTS, 13 REFERENCE TILE COUNCIL OF AMERICA (TCA): HANDBOOK FOR CERAMIC TILE INSTALLATION, THIRTY - FOURTH EDITION. PART 2 - PRODUCTS 2.1 WALL TILE BASE : MANUFCTURER(S), SIZE(S) AND STYLE(S) AS SCHEDULED. 22 GROUT: CUSTOM BUILDING PRODUCTS, "PLYBLEND GROUT " - SANDED, CONFORMING TO ANSI 118.6 - COLOR : CONSULT THE ARCHITECT. 23 MORTAR DAL - TILE, " DAL - POLYBOND THIN -SET," CONFORMING TO ANSI 1154. 2.4 FLUSH TRANSITION STRIP: SCHLUTER, "SCHIENE-AE," 1/4' W. ANODIZED ALUMINUM PART 3 - EXECUTION a1 GENERAL PREPARE AND APPLY MATERIALS ACCORDING TO THE MANUFACTURERS' AND REFERENCED STANDARDS' RECOMMENDATIONS LAYOUT TILES AS INDICATED. 32 SETTING METHOD: THIN -SET MORTAR OVER 5/8" THK GYPSUM BOARD WITH 1/8" GROUT JOINTS. INSTALL TILE PER ANSI 1085 AND GROUT PER ANSI A108.10. THE INSTALLATION SHALL CONFORM TO TCA F113 -96. 54 POUSH AND BEVEL FIELD CUT EDGES TO MATCH MANUFACTURED EDGES. 35 CLEANING: CLEAN EXCESS GROUT AND POUSH TILES AS REQUIRED. END OF SECTION 09400 SECTION 09510 - SUSPENDED CEILING SYSTEM PART 1 - GENERAL 1.1 RELATED DOCUMENTS: DRAWINGS AND GENERAL PROVISIONS OF THE AGREE- MENT INCLUDING GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIV- ISION 1 SECTIONS OF THESE SPECIFICATIONS APPLY TO WORK OF THIS SECTION. 12 STANDARDS~ AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) STAN- DARDS INCLUDING: A ASTM C 635: METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANEL GOINGS. B. ASTM C 636: INSTALLATION OF METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANELS. 13 APPROVAL& A CITY OF LOS ANGELES (COLA) RESEARCH REPORT. B. INTERNATIONAL CONFERENCE OF BUILDING OFFICALS OCBO) EVALUATION REPORT. PART 2 - PRODUCTS 2.1 SUSPENSION SYSTEM FOR GYPSUM BOARD: HEAVY DUTY, DOUBLE WEB STEEL 15/16" WIDE COMPLYING WITH ASTM C 635. USG DRYWALL SUSPENSION SYSTEM; MAIN RUNNERS DGL -26 (12-0" LONG); CROSS RUNNERS DGL -424 (4'-0" LONG). ICBO EVALUATION REPORT NO. 1994, COLA RESEARCH REPORT NO, 24095, 22 SUSPENSION SYSTEM FOR ACOUSTICAL LAY -IN TILES : HEAVY DUTY, DOUBLE WEB STEEL' TEE AND CAP 15/16" WIDE; PANTED WHITE; COMPLYING WITH ASTM C 635. DONN "DX" SYSTEM; MAIN RUNNERS DX 26; CROSS TEES DX 216 (2-0" U OR DX 422 (4 L. ) ICBO EVALUATION REPORT NO. 2244. COLA RESEARCH REPORT NO 22719, 23541 AND 24095 & LADBS BULLETIN P/BC 2002 -0140 2.3 PANELS - TYPE "ACT -1" : 24" x 48" X 5/8" NON - PERFORATED SCRUBBALE PANELS; "ARMSTRONG" CERAMAGUARD #605 - COLOR 'WHITE", WITH "PRELUDE" 15/16" WIDE, EXPOSED TEE GRID OR APPROVED EQUAL 2.4 ACCESSORIES: PROVIDE FASTENERS, HANGERS, WIRE, CUPS MOULDINGS, COMPRES- SION STRUTS AND OTHER MATERIALS REQUIRED FOR A COMPLETE INSTALLATION INCLUDING: A HANGER WIRE NO. 12 GAUGE GALVANIZED, SOFT ANNEALED WIRE B. HANGER CUPS FOR CONCRETE, STEEL DECKS WITH CONCRETE FILL OR STRUCT- URAL STEEL HILTI, "COUNG CUPS" - CC 27 DNI 27 P8T, ICBO EVALUATION REPORT NO. 2388 AND COLA RESEARCH REPORT NO. 2582. C. HANGER CUPS FOR STEEL DECKS; ABESCO, 'TIME -SAVER ANCHOR SCREWS" IN LENGTH AND CONFIGURATION APPROPRIATE FOR THE GAUGE OF THE STEEL DECK AND DEPTH OF THE DECK FLUTING, D. COMPRESSION STRUTS~ AS INDICATED OR DONN, 'TELESCOPING SEISMIC COM- PRESSION POST' PART 3 - EXECUTION a1 INSTALL SUSPENDED CEILING SYSTEM IN ACCORDANCE WITH ASTM C 636, ICBO EVALUATION REPORT NO 2244; COLA RESEARCH REPORT NO.'S 22719, 23541 AND 24095; AND THE MANUFACTURERS INSTRUCTIONS 32 DO NOT ATTACH TO OR SUSPEND CONSTRUCTION FROM THE DECK ABOVE, UN- LESS IT IS APPROVED BY THE LANDLORD IN WRITING BEFOREHAND. FRAME, BRACE OR SUSPEND CONSTRUCTION AS NECESSARY SO THAT IT IS INDEPENDENT OF THE EXISTING MALL CONSTRUCTION. PENETRATIONS OR MODIFICATIONS TO EXISTING STRUCTUARL STEEL, CONCRETE OR ROOFING MUST BE APPROVED BY THE LANDLORD IN WRUNG BEFOREHAND. 33 DO NOT INSTALL SELF - DRILLNG HANGER CUPS IN THE UPPER FLUTE OF STEEL DECKS DO NOT PENETRATE ROOF MEMBRANE 54 SPACE HANGER WIRES A MAXIMUM OF 4'-0" ON CENTER 35 EACH VERTICAL WIRE SHALL BE ATTACHED TO THE CEILING SUSPENSION MEM- BER AND TO THE SUPPORT ABOVE WITH A MINIMUM OF THREE TURNS. 3.6 SUSPENSION WIRES SHALL NOT HANG MORE THAN 1 IN 6 OUT OF PLUMB UNLESS COUNTERSLOPING WIRES ARE PROVIDED. 3.7 WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE OBSTR- UCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE A MINIMUM OF BACK TO BACK COLD ROLLED CHANNELS FOR SPANS EXCEEDING 48 3.8 ENDS OF MAIN AND CROSS RUNNERS SHALL BE TIED TOGETHER TO PREVENT SPREADING, TO FACILITATE INSTALLATION, MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER MEMBERS AT TWO ADJACENT WALLS WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT THE OTHER TWO WALLS OR AS OTHERWISE SHOWN OR DESCRIBED FOR THE SYSTEM SPECIFIED. a9 REFER TO THE ELECTRICAL AND MECHANICAL DRAWINGS FOR INFORMATION AND SPECIFIC REQUIREMENTS FOR THE INSTALLATION OF LIGHTING FIXTURES, DIF- FUSERS AND GRILLES. a10 REPAIR FIREPROOFING DISTURBED OR DAMAGED BY THE INSTALLATION OF HANG- ER CUPS, END OF SECTION 09510 SECTION 09650 - RESILIENT FLOORING PART 1 - GENERAL 11 RELATED DOCUMENT& DRAWINGS AND GENERAL PROVISIONS OF THE AGREE- MENT INCLUDING GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIV- ISION 1 SECTIONS OF THESE SPECIFICATIONS APPLY TO WORK OF THIS SECTION. PART 2 - PRODUCTS 2.1 12" X 12" VINYL COMPOSITION TILE FLOORING; ARMSTRONG, IMPERIAL TEXTURE - STANDARD EXCELON" SERIES; COLOR : 51904 STERUNG" 2.2 ADHESIVE AS RECOMMENDED BY THE MANUFACTURER OF THE FLOORING. PART 3 - EXECUTION 3.1 INSTALL FLOORING WITH INTEGRAL 6" COVED BASE PER THE MANUFACTURERS INSTRUCTIONS. END OF SECTION 10400 SECTION 09655- RESILIENT BASE PART 1 - GENERAL 11 RELATED DOCUMENTS: DRAWINGS AND GENERAL PROVISIONS OF THE AGREE- MENT INCLUDING GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIV- ISION 1 SECTIONS OF THESE SPECIFICATIONS APPLY TO WORK OF THIS SECTION. PART 2 - PRODUCTS 2.1 VINYL BASE BURKE, "BURKEBASE - BLACK," 4" HIGH COVED IN 120 FOOT ROLLS 22 ADHESIVE AS RECOMMENDED BY THE MANUFACTURER OF THE BASE PART 3 - EXECUTION 3.1 INSTALL BASE PER THE MANUFACTURERS INSTRUCTIONS, END OF SECTION 10400 SECTION 09900 - PAINTING PART 1 - GENERAL 1.1 RELATED DOCUMENTS: DRAWINGS AND GENERAL PROVISIONS OF THE AGREE- MENT INCLUDING GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIV- ISION 1 SECTIONS OF THESE SPECIFICATIONS APPLY TO WORK OF THIS SECTION. PART 2 - PRODUCTS 2.1 FLAT PAINT ON GYPSUM BOARD: A PRIMER (1) COAT OF DUNN - EDWARDS, "VINYLASTIC W101 - PIGMENTED SEALER B. TOP COATS: (2) COATS OF DUNN - EDWARDS, "DECOVEL W401 - VELVET FLAT WALL PAINT." 22 FLAT PAINT ON WOOD: A PRIMER (V COAT OF DUNN - EDWARDS, 'UNIKOTE W707 - LATEX ENAMEL UNDER - COATER" B. TOP COATS: (2) COATS OF DUNN - EDWARDS, "DECOVEL W401 - VELVET FLAT WALL PAINT." 2.3 LOW SHEEN ENAMEL PANT ON GYPSUM BOARD: A PRIMER (1) COAT OF DUNN - EDWARDS, WINYLASTIC W101 - PIGMENTED SEALER B. TOP COATS: (2) COATS OF DUNN - EDWARDS, "SUPREMA W411 - LATEX LOW SHEEN ENAMEL" 2.4 LOW SHEEN ENAMEL PAINT ON WOOD: A PRIMER (1) COAT OF DUNN - EDWARDS, "UNIKOTE W707 - LATEX ENAMEL UNDER - COATER" B. TOP COATS: (2) COATS OF DUNN - EDWARDS, 'SUPREMA W411 - LATEX LOW SHEEN ENAMEL" 25 SEMI -GLOSS ENAMEL PANT ON GYPSUM BOARD: A PRIMER (1) COAT OF DUNN - EDWARDS, "VINYLASTIC W101 - PIGMENTED SEALER B. TOP COATS: (2) COATS OF DUNN - EDWARDS, "DECOGLO W450 - ACRYLIC SEMI- GLOSS ENAMEL" 2.6 SEMI -GLOSS ENAMEL PANT ON WOOD: A PRIMER (1) COAT OF DUNN - EDWARDS, 'UNIKOTE W707 - LATEX ENAMEL UNDER - COATER" B, TOP COATS: (2) COATS OF DUNN - EDWARDS, "DECOGLO W450 - ACRYLIC SEMI- GLOSS ENAMEL" 2.7 SEMI -GLOSS ENAMEL PAINT ON PRIMED AND UNPRIMED STEEL A PRIMER (•O COAT OF DUNN - EDWARDS, "CORROBAR 43 -5 - CORROSION INHIBITIVE PRIMER" B. TOP COATS: (2) COATS OF DUNN - EDWARDS, "DECOGLO W450 - LATEX SEMI -GLOSS ENAMEL" 28 POWDERCOAT FINISH ON NON - FERROUS METAL A PRIMER AS RECOMMENDED BY THE MANUFACTURER OF THE TOPCOAT. B. TOP COAT: MORTON POWDER COATINGS,' WEATHERED BRONZE" 23 -9193. PART 3 - EXECUTION 3.1 GENERAL PREPARE AND APPLY PANTS ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS. WHERE EXISTING FINISHES ABUT NEW FINISHES PREPARE AND APPLY COATINGS TO BOTH SURFACES TO ACHIEVE A CONTINUOUS APPEAR- ANCE 3.2 TOUCH UP: TOUCH UP PANT AFTER HARDWARE, COVERPLATES AND OTHER TRIM ARE INSTALLED. END OF SECTION 09900 SECTION 09986 - SANITARY WALL PANELS PART 1 - GENERAL 1.1 RELATED DOCUMENTS: DRAWINGS AND GENERAL PROVISIONS OF THE AGREE- MENT INCLUDING GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIV- ISION 1 SECTIONS OF THESE SPECIFICATIONS APPLY TO WORK OF THIS SECTION. PART 2 - PRODUCTS 2.1 FIBERGLASS REINFORCED PANELS (FRPy KEMLTTE, BES385 PI, GLASBORD -P" WHITE 85. 2.2 ACESSORIES: POLYVINYLCHORIDE (PVC) MOULDINGS INCLUDING DIVISION BARS, IN- SIDE CORNERS, OUTSIDE CORNERS AND END CAPS, IN WHITE 22 FASTENERS: MANUFACTURERS STANDARD NON - CORRODING RIVETS IN WHITE. 2.4 ADHESIVE DAP, "FRP ADHESIVE," (NONFLAMMABLE). 25 SEALANT: PECORA, '898 SILICONE," NO. 345. 'TRU- WHITE" PART 3 - EXECUTION 3.1 APPLY ADHESIVE AND INSTALL FRP PANELS PER MANUFACTURERS' INSTRUCTIONS. OVER MOISTURE - RESISTANT GYPSUM WALL BOARDS, END OF SECTION 09986 DIVISION 10 SECTION 10400 - SIGNAGE PART 1 - GENERAL 1.1 RELATED DOCUMENT& DRAWINGS AND GENERAL PROVISIONS OF THE AGREE- MENT INCLUDING GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIV- ISION 1 SECTIONS OF THESE SPECIFICATIONS APPLY TO WORK OF THIS SECTION. 12 SHOP DRAWING& THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE SIGNAGE TO THE LANDLORD FOR APPROVAL PART 2 - PRODUCTS 2.1 STOREFRONT SIGN : INDMDUAL REVERSE CHANNEL PANTED METAL LETTERS WITH CONCEALED INTERNAL "HALO" NEON ILLUMINATION - SEE DETAILS ON ARCHITECT- URAL ELEVATIONS, AND SIGNAGE DETAILS ON SHEET A3.0 2.2 LASER CUT ACRYLIC (PLEXIGLAS] LETTERS: PROVIDE IN SIZE, CONFIGURATION, FIN- ISHES AND COLOR(S) INDICATED. 23 VINYL APPLIQUES; PROVIDE IN SIZE, CONFIGURATION(S) AND COLORS INDICATED. 2.4 VINYL CUT LETTERS: PROVIDE IN SIZE AND COLOR INDICATED. PART 3 - EXECUTION 3.1 GENERAL: COORDINATE THE LOCATION FASTENERS AND SUPPORTS WITH OTHER END OF SECTION 10400 SECTION 10520 - FIRE EXTINGUISHERS PART 1 - GENERAL 11 RELATED DOCUMENTS DRAWINGS AND GENERAL PROVISIONS OF THE AGREE- MENT INCLUDING GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIV- ISION 1 SECTIONS OF THESE SPECIFICATIONS APPLY TO WORK OF THIS SECTION. 12 APPROVALS: ARE EXTINGUISHERS SHALL BE LISTED WITH UNDERWRITERS LABORAT- ORIES (U.L) AND BEAR A UL LABEL FOR THE TYPE, RATING AND CLASSIFICATION OF ARE EXTINGUISHER INDICATED OR REQUIRED BY THE GOVERNING AUTHORITIES PART 2 - PRODUCTS 2.1 PROVIDE FIRE EXTINGUISHER(S) WITH BRACKET MOUNTS WHICH COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITIES. PART 3 - EXECUTION 3.1 CONFIRM THE NUMBER AND LOCATIONS OF ARE EXTINGUISHERS WITH THE GOV- ERNING AUTHORITIES. 32 COORDINATE THE INSTALLATION OF BLOCKING, INSERTS AND ANCHORING DEV- ICES REQUIRED TO MOUNT ARE EXTINGUISHERS END OF SECTION 10520 SECTION 10800 - TOILET ACCESSORIES PART 1 - GENERAL 11 RELATED DOCUMENTS: DRAWINGS AND GENERAL PROVISIONS OF THE AGREE- MENT INCLUDING GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIV- ISION 1 SECTIONS OF THESE SPECIFICATIONS APPLY TO WORK OF THIS SECTION. PART 2 - PRODUCTS 2.1 GRAB BARS: EXISTING TO BE REUSED. 2.2 TOILET PAPER DISPENSER EXSTTING TO BE REUSED. 23 MIRROR EXSIIING TO BE REUSED. 2.4 SOAP DISPENSER BOBRICK, MODEL B-4112. 25 PAPER TOWEL DISPENSER EXSITING TO BE REUSED. 2.6 TOILET SEAT COVER DISPENSER BOBRICK, MODEL B-4221 PART 3 - EXECUTION 3.1 COORDINATE THE INSTALLATION OF BLOCKING, INSERTS AND ANCHORING DEVICES REQUIRED TO MOUNT TOILET ACCESSORIES. END OF SECTION 10800 DIVISION 11 NO REQUIREMENTS DIVISION 12 NO REQUIREMENTS DIVISION 13 NO REQUIREMENTS DIVISION 14 NO REQUIREMENTS DIVISION 15 SECTION 15330 - FIRE PROTECTION PART 1 - GENERAL PART 3 - EXECUTION 1.1 RELATED DOCUMENTS: DRAWINGS AND GENERAL PROVISIONS OF THE AGREE- MENT INCLUDING GENERAL CONDMONS, SUPPLEMENTARY CONDITIONS AND DIV- ISION 1 SECTIONS OF THESE SPECIFICATIONS APPLY TO WORK OF THIS SECTION. 12 SUMMARY: THE WORK OF THIS SECTION REQUIRES THE CONTRACTOR TO PRO- VIDE A COMPLETE DESIGN, FABRICATE, INSTALL AND SECURE REQUIRED APPROV- ALS FOR A ARE SPRINKLER SYSTEM AS SPECIFIED HERON, AND AS NEEDED FOR A COMPLETE INSTALLATION IN ACCORDANCE WITH THE REQUIREMENTS OF THE LANDLORD AND THE GOVERNMENTAL AGENCIES HAVING JURISDICTION. 1.3 STANDARDS: NATIONAL ARE PROTECTION ASSOCIATION (NFPA) PANPHLET NO 13, "STANDARDS FOR SPRINKLER SYSTEM INSTALLATIONS." 14 SUBMITTALS; SUBMIT COPIES OF STAMPED AND APPROVED DESIGN DRAWINGS TO THE OWNER, TO BE FORWARDED ON TO THE LANDLORD. THE DRAWINGS SHALL SHOW THE COMPLETE OVERHEAD SPRINKLER SYSTEM, SOFFITS, CEILING AND AIR DIFFUSERS, LIGHTING FIXTURES AND BEAMS. PROVIDE DETAILS AND SECTIONS AS REQUIRED TO CLARIFY THE DESIGN. PART 2 - PRODUCTS 2.1 DESIGN: PROVIDE A DESIGN WHICH IS COMPLETE IN ALL REGARDS INCLUDING, BUT NOT NECESSARILY UMITED TO A THE CONNECTION TO THE UTILITY MAIN INCLUDING VALVES, FITTINGS AND SIMILAR ITEMS. B. THE OVERHEAD SPRINKLER SYSTEM. 2.2 SPRINKLER HEADS: PROVIDE AUTOMATIC CLOSED TYPE SPRINKLER HEADS COM- PLYING WITH NFPA PAMPHLET NO. 13 OF THE FOLLOWING TYPES: A ABOVE CEILING& STANDARD UPRIGHT. B. PUBLIC AREAS: FULLY RECESSED WITH WHITE FLAT CAPS - CAP COLOR : WHITE C, OTHER AREAS: WHITE TRIM, SEMI - RECESSED WITH 'CHROME" FINISH HEAD 2.3 OTHER MATERIALS: A PROVIDE SUPPORTS, HANGERS, INSERTS AND ASSOCIATED ITEMS TO PROPERLY SUPPORT SPRINKLER PIPING IN ACCORDANCE WITH THE PROVISIONS OF NFPA PAMPHLET NO. 13. Co O CO [■ LLJ B. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED, BUT REQUIRED FOR A T COMPLETE INSTALLATION. Si DO NOT ATTACH TO OR SUSPEND CONSTRUCTION FROM THE DECK ABOVE, UN- LESS IT IS APPROVED BY THE LANDLORD IN WRITING BEFOREHAND. FRAME, BRACE OR SUSPEND CONSTRUCTION AS NECESSARY SO THAT IT IS INDEPENDENT OF THE EXISTING MALL CONSTRUCTION. PENETRATIONS OR MODIFICATIONS TO EXISTING STRUCTURAL STEEL, CONCRETE OR ROOFING MUST BE APPROVED BY THE LANDLORD IN WRITING BEFOREHAND. LL_I 32 INSTALL THE WORK OF THIS SECTION IN STRICT ACCORDANCE WITH THE APPROV- Cr) ED DESIGN DRAWINGS AND THE REQUIREMENTS OF THE LANDLORD AND THE GOVERNMENTAL AGENCIES HAVING JURISDICTION. 3,3 UPON COMPLETION OF THE INSTALLATION, TEST AND RETEST, IF REQUIRED, THE 0 COMPLETE SYSTEM. MAKE ADJUSTMENTS AS REQUIRED AND SECURE ALL NEC- ESSARY APPROVALS. FORWARD COPIES OF APPROVALS ON TO THE OWNER 0 END OF SECTION 15330 I -- CO 0 CD CC 0 (SPECIFICATIONS CONTINUE ON SHEET A0.3) 0 L11 cc 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 0976 - REGISTE CONSULTANT: PROJECT NAME : ATLASCHI + ASSOCIATES ARCHITECTS www.A3LA.corn T> [ 3 1 0] 827 - 3644 F> [310] 827 - 3643 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY., SPACE NO. FC -10 TUKWILA, WA 98188 PANDA EXPRESS REF. # Ml- 08- D1189 REVISIONS : NO. DESCRIPTION Job Number : 0744 Checked by : AA DATE Ills document contains ihformation proprietary to Atlaschi + Associates Architects Inc. and is furnished h co� for the hilted pupose of evaluation, biding or review. This document or its contents may not be used for any other and may not be reproduced or disclosed to others without the prior Written consent of Attasch + Associates Architects, Inc, All rights reserved © Copyright 2008 by nisch + Associates Architects, Inc. SHEET TITLE : CONDITIONS AND SPECIFICATIONS SCALE : NONE ISSUE DATE : 04-28 -2008 SH RECEIVED CITY OF TUKWILA MAY 19 2008 PERMIT CENTER ET A0.2 A PLAN CHECK AND LANDLORD REVISION 01 -10 -2008 © LANDLORD REVISION 01-18 -2008 4 OWNER REVISIONS - ISSUED FOR BIDS 03 -10 -2008 A OWNER REVISIONS 04-09 -2008 6 GENERAL REVISIONS - "FOR CONSTRUCTION" SET 04-14 -2008 A GENERAL REVISIONS CONSTRUCTION" SET/ : 0744 - "FOR REV. NO.1 Checked by : AA 04 -28 -2008 Job Nunber Drawn by : JB + JP Approved by : • • CONDITIONS AND SPECIFICATIONS: SECTION 15400 - PLUMBING PART 1 - GENERAL 11 RELATED DOCUMENTS DRAWINGS AND GENERAL PROVISIONS OF THE AGREE- MENT INCLUDING GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIV- ISION 1 SECTIONS OF THESE SPECIFICATIONS APPLY TO WORK OF THIS SECTION. 12 STANDARDS: AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI); AMERICAN SOC- IETY FOR TESTING AND MATERIALS (ASTM) STANDARDS; CAST IRON SOIL PIPE INST- ITUTE ( CISPI); MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS INDUSTRY (MSS) AND UNDERWRITERS LABORATORIES INC. NU. A CISPI STANDARD 301 - STAINLESS STEEL COUPLING AND HUBLESS PIPING SYSTEM FOR CAST IRON PIPING AND FITTINGS, B. ANSI A112.18.1 - FINISHED AND ROUGH BRASS PLUMBING FIXTURES FITTINGS, C. ANSI A112.19.5 - TRIM FOR WATER CLOSET BOWLS, TANKS AND URINALS. D. ANSI B16.3 - MALLEBLE IRON SCREWED FITTINGS (150 AND 300 LBS). E ANSI B16.15 - CAST BRONZE SCREWED FITTINGS (125 AND 250 LBS). F. ANSI B1622 - WROUGHT COPPER AND BRONZE SOLDER -JOINT PRESSURE FITTINGS, G. ANSI B1626 - CAST BRONZE FITTINGS FOR FLARED COPPER TUBES. H. ANSI B1629 - WROUGHT COPPER ADN WROUGHT COPPER ALLOY SOLDER JOINT DRAINAGE FITTINGS. L ANSI Z2115 - MANUALLY OPERATED GAS VALVES. J. ANSI Z2122 - REUEF VALVES AND AUTOMATIC BASE (GAS) SHUTOFF DEVICES FOR HOT WATER SUPPLY SYSTEMS. K. ASTM A 53 - BLACK AND HOT- DIPPED, ZINC - COATED WELDED AND SEAMLESS STEEL PIPE L ASTM A 74 - CAST -IRON SOIL PIPE AND FITTINGS. M. ASTM A 120 - BLACK AND GALVANIZED STEEL PIPE N. ASTM B 32 - SOLDER METAL 0. ASTM B 43 - SEAMLESS RED BRASS PIPE P. ASTM B 88 - SEAMLESS COPPER WATER TUBE (K, L & M). d ASTM B 306 - COPPER DRAINAGE TUBE (D M. R ASTM C 564 - COMPRESSION GASKETS FOR CAST -IRON PIPING OR FITTINGS. S. MSS SP 69 - 1983 PIPE HANGERS AND SUPPORT - SELECTION AND APPUCATION T. MSS SP 80 - 1987 BRONZE GATE, GLOBE, ANGLE, AND CHECK VALVES, U. UL 441 - VENTS, GAS. 1.3 APPROVALS AND USIINGE UNDERWRITERS LABORATORIES INC. (UL PART 2 - PRODUCTS 2.1 PIPE, TUBING AND FITTINGS: A WATER SUPPLY: TYPE t' COPPER TUBE ABOVE GROUND AND TYPE 'K' BELOW GROUND COMPLYING WITH ASTM B 88. PROVIDE WITH COPPER AND BRONZE FITTINGS COMPLYING WITH ANSI B1622. B. SANITARY DRAIN: HUBLESS CAST -IRON SOIL PIPE COMPLYING WITH ASTM A 74 WITH GASKETS AND COUPUNGS COMPLYING WITH ASTM C 564 AND CISPI STANDARD 301, RESPECTIVELY. PROVIDE FITTINGS AND PIPE FROM A SINGLE MANUFACTURER C. SANITARY VENT: SCHEDULE 40, GALVANIZED STEEL PIPE COMPLYING WITH ASTM A 120 WITH THREADED MALLEABLE IRON FITTINGS COMPLYING WITH ANSI B163. D. INDIRECT WASTE COPPER DRAINAGE TUBE COMPLYING WITH ASTM B 306 WITH COPPER AND ALLOY FITTINGS COMPLYING WITH ANSI B1629. E CONDENSATE TUBING; TYPE 'M' COPPER TUBE COMPLYING WITH ASTM B 88 WITH COPPER AND BRONZE FITTINGS COMPLYING WITH ANSI B1621 F. DIELECTRIC UNIONS; SEAMLESS RED BRASS PIPE COMPLYING WITH ASTM B 43 22 VALVES: A WATER SUPPLY VALVES; BRONZE WEDGE OR LNE SIZE, QUARTER TURN BALL VAL- VES AS INDICATED MANUFACTURED BY NIBCO, WATTS OR WALWORTH COMPLYING WITH MSS- SP-80. B. PRESSURE REUEF VALVES: WATTS, N35- BU -3/4, COMPLYING WITH ANSI 221.22. C. MANUALLY OPERATED GAS VALVED WALWORTH, MODEL NO. 554, COMPLYING WITH ANSI Z21.15. 24 MISCELLANEOUS MATERIALS: A SOLDER 95/5 COMPLYING WITH ASTM B 32. B. FLUX ENGLEHARD, 'ULTRA -FLUX" C. HANGERS AND SUPPORTS: PROVIDE SUPPORTS, HANGERS, INSERTS AND ASSOC- IATED ITEMS TO PROPERLY SUPPORT PIPE AND TUBING IN ACCORDANCE WITH MSS- SP-69. D. JOINT COMPOUND: E PIPE INSULATION: THERMACELL, CLOSED CELL FOAM. 2.5 FIXTURES, FITTINGS, TRIM AND EQUIPMENT: AS SCHEDULED OR OTHERWISE INDICATED. PART 3 - EXECUTION 3.1 DO NOT ATTACH TO OR SUSPEND CONSTRUCTION FROM THE DECK ABOVE, UN- LESS IT IS APPROVED BY THE LANDLORD IN WRITING BEFOREHAND. FRAME, BRACE OR SUSPEND CONSTRUCTION AS NECESSARY SO THAT IT IS INDEPENDENT OF THE EXISTING MALL CONSTRUCTION. PENETRATIONS OR MODIFICATIONS TO EXISTING STRUCTUAAL STEEL, CONCRETE OR ROOFING MUST BE APPROVED BY THE LANDLORD IN WRITING BEFOREHAND. 32 COORDINATE THE LOCATION OF EQUIPMENT STUB -OUTS, VALVES ADN CLEANOUTS SO THAT THEY ARE READILY ACCESSIBLE AND HAVE THE CLEARANCES REQUIRED FOR MAINTENANCE THE LOCATION OF STUB -OUTS SHOULD BE COORDINATED WITH THE REQUIREMENTS OF THE EQUIPMENT. PROVIDE ACCESS DOORS WHEN VALVES ARE LOCATED IN PARTITIONS OR INACCESSIBLE CEIUNGS. 33 SLOPE DRAIN, VENTS AND CONDENSATE ONES AS INDICATED. IF NOT INDICATED PROVIDE THE MINIMUM SLOPE PERMITTED UNDER THE CODE a4 PROVIDE FIRE SAFING AROUND PENETRATIONS THROUGH ARE RATED PARTITIONS, SHAFTS, FLOOR ASSEMBUES AND ENCLOSURES. 3.5 IDENTIFY GAS, WATER AND SEWER UNES BURIED IN TRENCHES TO ASSIST WITH EXCAVATION AND REPAIRS IN THE FUTURE a6 SUPPORT AND BRACE PIPING AND EQUIPMENT IN ACCORDANCE WITH MSS- SP-69. 57 TEST AND BALANCE PLUMBING IN CONFORMANCE WITH THE REQUIREMENTS OF APPLICABLE CODES AND REGULATIONS PRIOR TO PROJECT CLOSEOUT. END OF SECTION 15400 SECTION 15500 - HEATING, VENTILATION AND AIR CONDITIONING PART 1 - GENERAL 11 RELATED DOCUMENTS DRAWINGS AND GENERAL PROVISIONS OF THE AGREE- MENT INCLUDING GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIV- ISION 1 SECTIONS OF THESE SPECIFICATIONS APPLY TO WORK OF THIS SECTION. 1.2 STANDARDS AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI); AMERICAN SOC- IETY FOR TESTING AND MATERIALS (ASTM) STANDARDS AND UNDERWRITERS LAB- ORATORIES INC. (UL). A ANSI B1629 - WROUGHT COPPER AND WROUGHT COPPER ALLOY SOLDER JOINT DRAINAGE FITTINGS. B. ASTM A 525 - GALVANIZED SHEET METALS. C. ASTM B 280 - SEAMLESS COPPER TUBE D. UL 181 - AIR DUCT, 13 REFERENCES SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC. ( SMACNA) DCS MANUAL AND NATIONAL ARE PROTECTION ASSOCIATION (NFPA) BULLETIN 90-A 1.4 CERTIFICATIONS: AMERICAN AIR BALANCE COUNCIL (AABC). 1.5 USITNGS: UNDERWRITERS LABORATORIES INC. (UU. 1.6 QUALITY ASSURANCE A SUBMIT CERTIFIED COPIES OF THE AIR BALANCE REPORT INDICATING QUANTITIES AT AIR INLETS AND OUTLETS, BALANCING CONTRACTOR SHALL BE AABC CERT- IFIED. B. EQUIPMENT SHALL HAVE A PERMANT LABEL CLEARLY INDICATING THE FULL AND PARTIAL INPUT AND OUTPUT CAPACITIES INDICATING COMPLIANCE WITH CODE MANDATED ENERGY CONSERVATION MEASURES. SUBMIT MAINTENANCE MANUALS TO THE LANDLORD AND OWNER PART 2 - PRODUCTS 21 DUCT: A RIGID DUCT: PROVIDE ROUND AND RECTANGULAR DUCT SECTIONS IN SIZES AND CONFIGURATIONS INDICATED CONSTRUCTED OF GALVANIZED SHEET STEEL COM- PLYING WITH ASTM A 525 IN THE GAUGES RECOMMENDED BY THE SMACNA DCS MANUAL B. FLEXIBLE DUCT: PROVIDE INSULATED LOW PRESSURE FLEXIBLE DUCT IN SIZES IN- DICATED USTED WITH UL AND COMPLYING WITH UL 181 22 AIR SUPPLY AND RETURN: PROVIDE DIFFUSERS AND GRILLES INDICATED. 23 DAMPERS A AIR VOLUME DAMPERS DURODYNE AIR REGULATION EQUIPMENT, " DAMPER" PRO- VIDE WITH LOCKING QUADRANTS. B. BACKDRAFT DAMPERS DURODYNE AIR REGULATION EQUIPMENT, "JIFFY DAMPER;° IN SIZES TO ACCOMMODATE THE DUCTS INDICATED. 2.4 REFRIGERANT TUBING: TYPE t' COPPER TUBE COMPLYING WITH ASTM B 280 WITH WROUGHT COPPER FITTINGS COMPLYING WITH ANSI B1626. 2.5 PACKAGE UNIT(S), SPLIT SYSTEM(S), VAV UNIT(S) AND EXHAUST FAN(S): PROVIDE THE EQUIPMENT SCHEDULED. 2.6 INSULATION: PROVIDE MATERIALS COMPLYING WITH NFPA BULLETIN 90-A WITH A FLAME SPREAD RATING UNDER 25 AND SMOKE DEVELOPED RATING UNDER 50. A EXTERNAL BLANKET: OWENS - CORNING, "AERCOR;' FIBERGLASS BLANKET WITH A MINIMUM R -VALUE OF 4.0 PER INCH. PROVIDE THICKNESS(ES) INDICATED. B. ACOUSTICAL DUCT UNER OWENS - CORNING, "BLACK AEROFLEX,T" 1" THICK; MECH- ANICALLY ATTACHED. 2.7 THERMOSTAT(S): VERIFY TYPE AND MANUFACTURER WITH ARCHITECT. 2.9 MISCELLANEOUS MATERIALS: A SEALANTS: DUCTMATE SEALER, NO. 795. B. TAPE DUCTMATE TAPE, NO. 440. C. FASTENERS GALVANI7Fn STEEL D. MESH SCREEN: GALVANIZED STEEL MESH SCREEN WITH MAXIMUM 1/4" OPENINGS, PART 3 - EXECUTION Si FABRICATE, SUSPEND AND BRACE DUCTWORK IN ACCORDANCE WITH THE SMACNA DCS MANUAL SECURELY FASTEN DUCT CONNECTIONS AND COMPLETELY SEAL DUCT JOINTS, EXCEPT JOINTS IN EXHAUSE SYSTEMS WHICH SHOULD NOT BE TAPED. 32 ADJUST VOLUME DAMPERS TO OBTAIN THE AIR QUANTITIES INDICATED. BALANCE SYSTEM TO WITHIN 5% OF INDICATED VOLUMES. TEST AND BALANCE AIR IN CONFORMANCE WITH THE REQUIREMENTS OF APPLICABLE CODES AND REGULAT- IONS PRIOR TO PROJECT CLOSEOUT. 33 PROVIDE FIRE SAFING AROUND PENETRATIONS TO FIRE RATED PARTITIONS, SHAFTS ADN ENCLOSURES. 3.4 PROVIDE AUTOMATIC BACKDRAFT DAMPERS ON ALL EXISTING OUTSIDE AIR DUCTS AND OPENINGS. END OF SECTION 15500 DIVISION 16 SECTION 16400 - ELECTRICAL PART 1 - GENERAL 1.1 RELATED DOCUMENTS DRAWINGS AND GENERAL PROVISIONS OF THE AGREE- MENT INCLUDING GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIV- ISION 1 SECTIONS OF THESE SPECIFICATIONS APPLY TO WORK OF THIS SECTION. 12 LISTINGS: ALL MATERIALS AND EQUIPMENT SHALL BE USTED BY THE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) AND UNDERWRITERS LABOR- ATORIES INC. (LU. ALL MATERIALS AND EQUIPMENT SHALL BE USED AND INSTALL- ED IN A MANNER CONSISTENT WITH THEIR USTING. 12 QUALITY ASSURANCE SUBMIT MAINTENANCE MANUALS FOR EQUIPMENT TO THE OWNER PART 2 - PRODUCTS 2.1 DISTRIBUTION SYSTEM: A BRANCH CIRCUIT PANEL(S): UL USTED, SQUARE D, I - UNE SERIES; FLUSH MOUNTED; SIZED TO FIT BETWEEN FRAMING SPACED 16" ON CENTER; WITH COPPER BUS BARS WITH NOT LESS THAN 98% CONDUCTMTY AND A FULL SIZE NEUTRAL BUS. B. RIGID GALVANIZED STEEL CONDUIT UL LISTED WITH THREADED FITTINGS IN THE DIAMETERS INDICATED. C. ELECTRICAL METAWC TUBING (EMT): UL LISTED WITH COMPRESSION FITTINGS IN THE DIAMETERS INDICATED. D. POLYVINYL CHLORIDE (PVC) CONDUIT: UL USTED; SCHEDULE 40 WITH SCHEDULE 80 BENDS AND FITTINGS COMPLYING WITH NEMA TC-3 IN DIAMETERS INDICATED. E OUTLET, JUNCTION AND SWITCH BOXES: UL USTED, GALVANIZED, STANDARD GANG SWITCH BOXES, ROUNDS AND OCTAGONS IN SIZES TO CONTAIN ENCLOSED WIRES WITHOUT CROWDING. F. CONDUCTORS UL USTED; ANNEALED SOFT DRAWN COPPER, TYPE THW, THWN OR XHHW WITH 600V INSULATION. PROVIDE SOLID WIRE FOR NO 8 OR SMAI I FR WIRE AND STRANDED WIRE FOR WIRE LARGER THAN NO.8. 22 SWITCHES UL USTED, 20 AMP, 120/277 VAC, LEVITON, "DECORAH IN WHITE WITH WHITE WALL PLATES, 23 RECEPTACLES A DUPLEX RECEPTACLES: UL USTED; 3 POLE 20 AMP; 120 VAC; LEVITON, °DECORA" IN WHITE WITH WHITE WALL PLATES, B. FLUSH MOUNTED FLOOR RECEPTACLES UL LISTED; UL 514A. C. GROUND FAULT CIRCUIT INTERRUPTER (GFCI); UL LISTED, CLASS A DUPLEX RECEP- TACLE CAPABLE OF DETECTING A 6 MILUAMP OR GREATER GROUND FAULT AND TRIPPING PER THE REQUIREMENTS OF UL 943. LUTRON, "VAREO" SERIES IN WHITE 2.4 LIGHT FIXTURES AND LAMPS AS INDICATED AND SCHEDULED. 25 TELEPHONE, FACSIMILE AND COMPUTER A WIRING CATEGORY 5, 24 GAUGE, (6) PAIR TWISTED WIRE. B. PHONE/FACSIMILE JACKS: FLUSH MOUNTED RJ -11 JACKS WHITE WALL PLATES, C. COMPUTER JACKS: FLUSH MOUNTED RJ-45 JACKS WITH WHITE WALL PLATES. 2.6 11MECLOCK(S): INTERMATIC, MODEL NO. SPDT WITH 176T17A -120V; SEVEN DAY PRO- GRAMMABLE WITH ONE CIRCUIT. PART 3 - EXECUTION 3.1 DO NOT ATTACH TO OR SUSPEND CONSTRUCTION FROM THE DECK ABOVE, UN- LESS TT IS APPROVED BY THE LANDLORD IN WRITING BEFOREHAND. FRAME, BRACE OR SUSPEND CONSTRUCTION AS NECESSARY SO THAT IT IS INDEPENDENT OF THE EXISTING MALL CONSTRUCTION. PENETRATIONS OR MODIFICATIONS TO EXISTING STRUCTURAL STEEL, CONCRETE OR ROOFING MUST BE APPROVED BY THE LANDLORD IN WRITING BEFOREHAND. 32 ALL WRING, INCLUDING LOW - VOLTAGE WRING, SHALL BE INSTALLED IN CONDUIT. CONCEAL CONDUIT IN WALLS, SLABS OR CEILINGS. 33 PROVIDE PVC CONDUIT WHEN CONDUIT IS INSTALLED UNDERGROUND OR CAST IN CONCRETE SLABS. TERMINATE PENETRATIONS THROUGH SLABS WITH RIGID GALVANIZED STEEL CONDUIT. 54 PROVIDE FIRE SAFING AROUND PENETRATIONS THROUGH FIRE RATED FLOOR AS- SEMBUES, PARTITIONS, SHAFTS AND ENCLOSURES. 35 PROVIDE A MINIMUM #12 GROUND WIRE IN EACH 20 AMP CIRCUIT AND CONDUIT RUN AND CONNECT TO EACH DEVICE SIZE LAGER CIRCUIT GROUND WIRES PER THE NEC. VERIFY GROUNDING REQUIREMENTS WITH THE UTILITY COMPANY. as PROVIDE FLEXIBLE CONDUIT FOR THE ANAL CONNECTION TO MOTORS AND OTHER VIBRATING EQUIPMENT. 3.7 INSTALL PULL STRINGS IN EMPTY CONDUITS. as CLEAN AND ADJUST EQUIPMENT AND LIGHT FIXTURES AFTER INSTALLATION AND BEFORE SURRENDERING PROJECT TO THE OWNER 3.9 VERIFY LOCATIONS AND MOUNTING HEIGHTS OF RECEPTACLES, SWITCHES AND EQUIPMENT PRIOR TO INSTALLATION. 3,10 CLEARLY LABEL PANELS AND CIRCUIT BREAKERS TO INDICATE THE DEVICES CONTROLLED 3,11 ALL INCANDESCENT FIXTURES SHALL BE THERMALLY PROTECTED IN ACCORDANCE WITH NATIONAL ELECTRIC CODES. 3.12 ALL LIGHTING FIXTURES SHALL BE USTED AND LABELED U.L APPROVED. END OF SECTION % Co CO C\.1 aa7o Rag ARC CONSULTANT: PROJECT NAME : REVISIONS : NO. DESCRIPTION SHEET TITLE : itT STATE o WA CONDITIONS AND SPECIFICATIONS SCALE : NONE ISSUE DATE : 04-28 -2008 ATLASCHI + ASSOCIATES ARCHITECTS www.A3LA.com T> [31 0] 827 - 3644 F> [3 0] 827 - 3643 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY., SPACE NO. FC -10 TUKWILA, WA 98188 PANDA EXPRESS REF. # Ml- 08- D1189 DATE This document contains information to Atlaschi + Associates Architects Inc. and is finished in for the limited pupose of evaluation, bidchg or pupo and Tray not reproduced or cfscck sed to others without the pax written consent of Atlaschi + Associates Architects, Inc. All rights reserved. © Copyright 2008 by Atlaschi + Associates Architects, Inc. RECEIVED CITY OF TUKWILA MAY 19 2008 PERMIT CENTER SHEET A0.3 DOOR DETAILS SCALE: 1/2 " =1' -0 SCALE: IN CLEAR WIDTH OF AN ACCESSIBLE ROUTE 48" MIN. l DEG. TURI6" MIN. 2 " MAC.. 48" MIN 4" MP . z NOTE: DIMENSIONS SHOWN APPLY WHEN 'X' < 48 IN ACCESSIBLE ROUTE WIDTH FOR TURNS MIN_�X�42 (b) TURNS AROUND AN OBSTRUCTION COMPONENTS. ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS: WALKING SURFACES WITH A SLOPE NOT STEEPER THAN 1:20, DOORWAYS, RAMPS, CURB RAMPS, ELEVATORS, AND WHEELCHAIR (PLATFORM LIFTS) THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THW HE SLOPE OF A WALKING SURFACE SHALL NOT BE STEEPER THAN 1:48. ROUTE WITH A CLEAR WIDTH LESS 60 I . (f815 5 %R WOE PASSING SPACES AT INTERVALS OF 200 FT. (61 M.) MAXIMUM. THESE PASSING SPACES SHALL BE EITHER A 60 IN. BY 60 IN. (1525 M.M. BY 1525 M.M.) MINIMUM SPACE, OR AN INTERSECTION OF TWO WALKING SURFACRS WHICH PROVIDE A T— SHAPED TURNING SPACE COMPLYING WIN ANSI SECTION 304 ACCESSROUTE ACCESSIBLE ROUTES SCALE: NONE LEVERS co PULL SIDE HINGE DOOR I 'I' AT1 PUSH SIDE *sr FLOOR ACCEPTABLE DOOR HARDWARE & MOUNTING HEIGHTS C FRONT APPROACH. CLEARANCE AT DOORS RUBBER BUMPER ON CHAIR 10" MIN. G BOTTOM RAIL OF DOOR KICK PLATE ® DOOR PUSH /PULLS PANIC BARS I� I PUSH 24" CLEAR AT EXT. DR'S. 18" CLEAR AT INT. DR'S. PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQU PPED WITH BOTH A LATCH 12" & A CLOSER. FOLDING DOOR SLIDING DOOR NOTE: PROVIDE BUMPER IN POCKET TO PREVENT DOOR FROM FULLY RECEDING. 3 SEC. MIN. DOOR CLOSERS, IF PRESENT, MUST BE SET SO THAT IT TAKES DOOR AT LEAST 3 SECONDS TO CLOSE FROM AN OPEN POSITION OF 70 DEGREES TO WITHIN 3" OF THE LATCH CLOSING SPEED HINGED DOOR DOORPULL 70' 3 " 32" CLEAR 9 SINGLE DOOR: CLEAR OPENINGS MUST BE BETWEEN THE DOOR IN ITS 90° OPEN POSITION & THE FACE OF THE STOP. SEE ACCESSIBILITY NOTES SHT. A0.4 TO A0.6 CLEARANCE AT DOORS SCALE: 2 1/2 " =1' -0' V -6" f / , ON NW SIDE 32" MIN. CLR. SINGLE OCCUPAN TOILET CY \ 1' -6 I \ 28 " MIN \!MIN r / / z 60" MIN � DIA. CLR. r 18 \ ¢ / I I 60" MIN. 60" DIAMETER SPACE SINGLE & MULTIPLE TOILETS 32" CLEAR z z 0 N1 Oa ALL DISPENSERS +40" MAX. TO HIGHEST OPERABLE PART 36" GRAB BAR DOUBLE DOOR: CLEAR OPENINGS FOR 2 LEAF DRS. MUST BE BETWEEN EITHER DOOR IN ITS 90» OPEN POSITION AND THE EDGE OF THE OTHER DOOR. 1' -6" \ 28" MIN / c, z I 18" MIN 3 MIN. CLR MULTIPLE TOILET TOILET 42" GRAB BAR 12 "MAX. C / O o x 2'--0" / / SIDE ELEVATION ADATOIL -1 60 MIN. '36" MIN. ANSI 304.3.1 ... WHEELCHAIR TURNING SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 306 ANSI 304.3.2 ... T— SHAPED WHEELCHAIR TURNING SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 306 ONLY AT THE END OF EITHER THE BASE OR ONE ARM WHEELCHAIR TURNING SPACE WHEELTURN SIDE SCALE: 1/4"=1'-0" U 1 T-- SHAPED SPACE FOR 180 DEG. TURNS SCALE: NONE 10 PUSH SIDE PULL SIDE 1 /2 " =1' -0" SCALE: SCALE: 1 /2 " =1' -0" SCALE: NONE 36" MIN SCALE: RESTROOMS 1 1 /2 " =1' -0" 7 SCALE: NONE 11 z 0 CD z ADDITIONAL SIGNAGE REQUIREMENTS: PULL SIDE PUSH S DE 24" V LATCH APPROACH: NOTE: M" N. 48" IF DOOR HAS A CLOSER. IN. CLEARANCE AT HALLWAYS RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTION 1117B.5.6. THEY SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL., PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60 INCHES ABOVE THE FINISH FLOOR TO THE CENTER LINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3 INCHES OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. STANDARD VIEN'S AND WOMEN'S DOOR SIGNAGE, SEE ACCESS NOTES REGARDING SIGNAGE ON LEFT 54" V I \ HINGE APPROACH: NOTE: MIN 48" IF DOOR HAS BOTH A LATCH & A CLOSER. CLEARANCE AT HALLWAYS IDENTIFICATION SYMBOLS : ALL DOORWAYS LEADING TO SANITARY FACILITIES SHALL HAVE IDENTIFICATION SYMBOLS; ON DOORWAYS LEADING TO MEN'S SANITARY FACILITIES, AN EQUILATERAL TRIANGLE 1/4 INCH THICK WITH EDGES 12 INCHES LONG AND A VERTEX POINTING UPWARD AND ON WOMEN'S SANITARY FACILITIES, A CIRCLE 1/4 INCH THICK AND 12 INCHES IN DIAMETER. THESE GEOMETRIC SYMBOLS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60 INCHES AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR. ON A DOORWAY LEADING TO A UNISEX SANITARY FACILITY. THE UNISEX SIGN, AS SHOWN BELOW, SHALL BE INSTALLED ON THE DOOR AT A HEIGHT OF 60 INCHES AND THE COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR. 12" DIA. RESTROOM SIGNS S „ NOTE: BRAILLE SIGN PROVIDE TACTILE EXIT SIGNAGE PER CBC 1117B, 5. 1 AND 1003. 2. 8. 6 AS REQUIRED AND DIRECTED BY THE FIRE MARSHALL, 12" cC TACTILE EXIT SIGN DETAILS 6" 12" DIA. BRAILLE RESTROOM SIGNS 0 SIGN OR OBSTRUCTION 1- N V LIMITS OF PROTRUDING OBJECTS " 12' MAX. POST MOUNTED OBJECTS GREATER THAN 12" SIGN OR OBSTRUCTION ELEVATION CANE HITS POST OR PYLON BEFORE PERSON HITS OBJECT CANE RANGE N FREE — STANDING OBJECTS PROTRUDING OBJECTS * CLEAR Rc ANY f WIDTH 1AM0UN GREATER THAN 12" SIGN OR OBSTRUCTION ELEVATION 0 SCALE: NONE - Dn4 CO CV D LLI LLI O CC LLI CO 0 F- U CO 0 CC O U- 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 REGI ARCHITECT CONSULTANT: PROJECT NAME : REVISIONS : NO. DESCRIPTION A PLAN CHECK AND LANDLORD REVISION LANDLORD REVISION OWNER REVISIONS - ISSUED FOR BIDS A OWNER REVISIONS A GENERAL REVISIONS - "FOR CONSTRUCTION" SET Job Number : 0744 Drawn by : JB + JP SHEET TITLE : SCALE : NONE ISSUE DATE : 04 -28 -2008 ATLASCHI + ASSOCIATES ARCHITECTS www.A3LA.com T> [3 1 0] 827 - 3644 F > [ 3 1 0 ] 827 - 3643 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY, SPACE NO. FC -10 TUKWILA WA 98188 PANDA EXPRESS REF. # Ml— 08— D1189 Checked by : AA Approved by : ADA ACCESSIBILITY DEATILS & NOTES DATE 01 -10 -2008 01 -18 -2008 03 -10 -2008 04 -09 -2008 1- 04 -14 -2008 GENERAL REVISIONS - "FOR 04 -28 -2008 CONSTRUCTION" SET/ REV, NO.1 This document contains information proprietary to Atlaschi + Associates Architects Inc, and is furnished in conticence for the hilted purpose of evaluation, bidding or review, This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior vififten consent of AtiascH + Associates Architects, Inc All rights reserved © Copyright 2008 by Aflaschi + Associates Architects, Inc. RECEIVED CITY OF TUKWILA MAY 19 2008 PERMIT CENTER SHEET A0.4 PLAN CHECK AND 2 LANDLORD REVISION 01 -10 -2008 LANDLORD REVISION 01-18 -2008 OWNER REVISIONS - 4 FOR BIDS ISSUED 03-10 -2008 OWNER REVISIONS 0409 =2008 GENERAL REVISIONS "FOR CONSTRUCTION' - SET 04 -14 -2008 7 GENERAL REVISIONS CONSTRUCTION" SET/ - "FOR REV, N0,1 Checked by : AA 0428-2008 Job Nunber : 0744 Drawn by : JB + JP Approved by : A PLAN CHECK AND 01 -10 -2008 LANDLORD REVISION © LANDLORD REVISION 01 -18 -2008 OWNER REVISIONS - ISSUED 03-10 -2008 4 FOR BIDS © OWNER REVISIONS 04-09 -2008 GENERAL REVISIONS - 04-14 -2008 6 "FOR CONSTRUCTION" SET A GENERAL REVISIONS - 'FOR 04-28 -2008 AM CONSTRUCTION" SET/ REV. NO.1 • • KEYNOTE LEGEND : 1. RETAIN AND PROTECT EXISTING DEMISING PIERS CONSTRUCTION & FINISHES 2 EXSTTING MALL BULKHEAD WITH PROJECTED COVE - BY LANDLORD a EXISTING MALL STAIRCASE - BY LANDLORD 4. EXISTING MALL STEPPED DEMISING WALL CONST. 5. EXISTING MALL FINISH CEILING 6. ACCENT SOUD SURFACING FINISHED BANDING BY TENANT'S G.C. PER MALL DESIGN CRFrERIA/ DETAILS 7. NEW DEMISING WALL CONST. BY G.C. - TO ALIGN WfTI - ANGLED PLANTER LOW WALL BY LANDLORD - INSTALL A DURABLE FINSIH ON PLANTER SIDE TO MATCH EXISTING CONDTIONS BY LANDLORD 8, EXIST. STRUCT. STEEL COLUMN, BEAM/ PURUNS 9. CLEAN EXISTING CONCRETE FLOOR SLAB - PREPARE TO RECEIVE NEW FLOOR FINISH PER SCHEDULE 10. RETAIN & PROTECT EXSfIING MALL FLOOR FINISH EXTEND TO THE EDGE OF SERVE COUNTER W/ MATCHING TILE AS NEEDED. 11 EXSfTING DEMISING WALL FRAMING BY LANDLORD - G.C. TO PROVIDE 1 LAYER OF 5/8" TYPE 'X" GYP. BD. ON THE TENANT SIDE UP TO THE STURCTURAL ROOF DDECK ABOVE 12. EXISTING MALL LANDLORD FURNISHED BLADE SIGN BOX - SIGN, ARTWORK AND BACK PANELS BY G.C. 13. 14. EMPLOYEE LOCKERS NEW ELECT. TRANSFORMER - TO SIT ON NEW HEAVY - DUTY PLATFORM CONST. ABOVE NEW SERVICE DOOR RECESSED ENTRY - SEE DETAIL 6/ A4.1 15. RECESSED ELECTRICAL PANEL - SEE ELECT. PLAN 17. THIN -SET NON -SUP QUARRY TILE FLOOR FINISH 20. PROJECTED SIGN SOFFIT FINISHED IN SOLID SURFAC- ING MATERIAL - SEE DETAIL 4/ MD 21 LANDLORD'S CONTRACTOR TO CONTINUE MALL WALL TILE FINISH FROM LEASE UNE TO TENANT'S NEW STOREFRONT CONSTRUCTION LINE AT TENANT'S EXPENSE 23. FLOOR SINK - MTD. FLUSH WITH THE FLOOR 24, SEE SHEETS All & Al2 FOR INFORMATION ON FOOD SERVICE/ KITCHEN EQUIP., FURNISHING & EQUIPMENT. 25. COOKING EXHAUST HOOD - SEE KITCHEN, MECHANICAL & ELECTRICAL DRAWINGS. 26. TELEPHONE BOARD - MOUNTED ON WALL ABOVE WATER HEATER PLATFORM AREA 27. WATER HEATER - INSTALLED ON TOP OF NEW PLATFORM CONSTRUCTION - SEE DETAILS 28. HOOD UGHT. HOOD MANUFACTURER'S STANDARD INCANDESCENT VAPORTIGHT FIXTURE 29. NEW 16 GA. STUD FRAMING AT 12" O.C. NESTED INSIDE EXISTING 6" METAL STUD FRAMING OF DEMISING PARTTION. 30. 24" X 48" LAY -IN ACOUSTCAL TILE CEIUNG - WITH SMOOTH & WASHABLE SURFACE APPROVED FOR FOOD FACILITY USE 31, WALK -IN COOLER/ FREEZER - SEE SHEET All AND ENGINEERING PLANS. 32. RAISE T -BAR CEIUNG HT. ABOVE W/H AREA IF REQ'D, FOR PROPER CLERANCE 33. STONE FINISH SERVE COUNTER TOP AND FACE - SMOOTH "HONED" FINISH 34, PENDANT LIGHT FIXTURE W/ DIFFUSED OPAL SAHDE 36. SUSPENDED METAL UGHT RAIL WITH RECESSED MODULAR LIGHT FIXTURES - SEE LIGHT FIXTURE SCHEDULE & UGHTING PLAN 37. RECESSED MODULAR FLOURESCENT & INCANDESCENT DOWNUGI-IT STRIP - SEE UGHT FIXTURE SCHEDULE 38. HVAC DIFFUSER - SEE MECHANICAL PLANS 39. INTEGRAL "PSP" MAKE UP AIR SYSTEM AT EXHAUST HOOD - FLUSH MOUNTED STAINLESS STEEEL EGG- CRATE LOUVER AT CEIUNG 40. UGHT FIXTURE - SEE LIGHTING PLANS & SCHEDULE 41. SOFFIT/ CEILING BREAK ABOVE 42. FLOOR TRENCH DRAIN - SEE PLUMBING PLANS 49A SUSPENDED GYPSUM BOARD CEIUNG. 49B. SUSPENDED ACOUSTICAL LAY -IN TILE CEIUNG 52, NEW PARTITION - 20 GA, 3 5/8" MIL STUDS AT 16" O.C. W/ 1 LAYER OF 5/8" THK, TYPE 'X" GYP. BD. 0 EACH SIDE - SEE DETAILS 56. TEMPERED GLASS SNEEZE GUARD - SEE DETAILS 62. INTERNALLY ILLUMINATED DECORAVIVE RESIN BOX AT TOP OF WALL - FURNISHED BY THE OWNER & INSTAI I Fn BY G.C. - SEE DETAILS 76. MOVABLE S.S. TABLE WITH RECESSED RICE WARMER 94. 6" X 16 GAUGE STEEL STUDS AT 12" ON CENTER 108. 3 5/8" X 16 GAUGE STEEL FRAMING SPACED 12" 0 CENTER 111. 115. 2 1/2" 20 GA STEEL STUDS @ 16" ON CENTER HEAVY DUTY, WELDED STEEL GLAZING CHANNEL AT THE BOTT. OF SOFFIT FOR GLASS PANELS - CLAD IN STAINLESS STEEL FINISH - SEE DEAAILS 54. 5/8" TYPE %' GYPSUM BOARD. PROVIDE WATER RESIS- TANT GYPSUM BOARD ON WALL BEHIND SINKS, AND ALL OTHER WALLS EXPOSED TO MOISTURE 57, PROVIDE CUT OUTS AT STONE TOP SERVE COUNTER FOR ALL FOOD SERVICE EQUIPMENT AS NEEDED 70. ILLUMINATED SIGN ON PROJECTED SIGN SOFFIT - SEE STOREFRONT ELEV. & SIGN DEAAILS ON SHEET A3.0 89. NEW DBLE GLAZED, FULL-HT. REACH -IN GLASS DOORS AT THE SIDE OF WALK -IN COOLER FOR DISPLAY OF VEGETABLES AND INGREDIENTS) PER OWNER'S DETAILS LANDLORD GENERAL NOTES 1. TENANT IS TO INSTALL HARD SURFACE FLOORING OVER WATERPROOFING MEMBRANE WHICH IS TO RUN UP WALLS A MINIMUM OF 12". TENANTS ARE TO INSTALL A LANDLORDS APPROVED LATEX RUBBER WATERPROOFING MATERIAL UNDER THE FLOOR FINISH. THE MEMBRANE SHALL BE MAUFACTURER'S 2 PART FORMUL CONSISTING OF UQUID LATEX RUBBER AND POWDER FOR TROWEL APPLICATION WITH GLASS FIBER FABRIC REINFORCEMENT. 2. THERE ARE NO FREESTANDING ITEMS ALLOWED AT FRONT COUNTER SERVICE ITEMS INCLUDING BUT NOT LIMITED TO S I HAWS, NAPKINS, CUPS, PLASTIC WARES, CONDIMENT OTHER SERVICE ITEMS MUST BE PLACED IN RECESSED COMPARTMENTS. THERE ARE NO EXCEPTIONS TO THESE CRITERIA 3. HAND SINK SOAP, PAPER TOWEL DISPENSERS AND OTHER FIXTURES MUST BE COMPACT IN SIZE WITH STAINLESS STEEL FINISH. 4. ARCH TO SUBMIT SAFE WEIGHTS AND DIMENSIONS ARCH IS RESPONSIBLE TO VERIFY SLAB CONDITIONS AND IF SECONDARY STEEL IS REQUIRED (OVER 100 LBS) VERIFY WITH ON SITE TENANT COORDINATOR FOR SAFE TRANSPORT REQUIREMENTS AS WELL AS ROUTE (E) STORAGE f N.I.C. ) MALL S�AIRS NJ. .) VOID SP ( N.I.C. WALK IN FREEZER SERVING I welyamerawieeememeamear. van '111110.7 S NatztanYntOWNWhvommammere wayiegm A �� m ° A 0 S w IYP. 0 WASHING ACE 43B y \ ) FS UMM 11=IME OEM Lin 5.2.2.j:ImI:IwI I "I,aI_matim meacco mmss *IS oil LW, *JAI cou:kW01 (E) MALL EXIT/ SERVICE CORR. UP , (TO LEVEL ) EXIT/ SERVICE (E) MALL COMMON AREA 1. FIXTURE & KITCEHN EQUIPMENT PLAN 24 SCALE : 1/4° =1'-0' NORTH • ABOVE (E) MALL EXIT/ SERVICE CORR. WALK IN COOLER n RUN WATER UNE FOR SMALL WOK TO FLOOR SINK BEHIND THE WALL AT 3 COMPARTMENT SINK MANAGER'S STATION REGISTER/ PICK UP co co C• LLI F- w cn z O U E-- cr� z 0 U O 1 ; ATLASCHI A 1TI ASSOCIATES ■ ARCHITECTS a97 REGISTER 2 ARairEc IN q� STATE OF .�....��_.. www.A3LA.com T> [31 0] 827 - 3644 F> [3 0] 827 - 3643 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 CONSULTANT: PROJECT NAME : WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY, SPACE NO. FC -10 TUKWILA, WA 98188 PANDA EXPRESS REF. # Ml- 08- D1189 REVISIONS : NO. DESCRIPTION Job Number : 0744 SHEET TITLE : SCALE :1/4' =1' -0' ISSUE DATE : 04-28 -2008 Checked by : AA Drawn by : JB + JP Approved by This docurnent cons donation to Atlaschi + Associates Architects Inc. and is famished in or the limited purpose of ewaluaton, biding a review. This d cunent a its contents may not be used fa arty other mose and may rot be reproduced or ciscbsed to others without the prior written consent of Masai + Associates Architects, Inc. All rights reserved © Copyright 2008 by Atlaschi + Associates Architects, Inc. FIXTURE & KITCHEN EQUIPMENT PLAN DATE RECEIVED CITY OF TUKWILA MAY 19 2008 PERMIT CENTER SHEET A1.1 ROOM FINISH SCHEDULE ROOM/ AREA FLOOR BASE WALLS CEILING REMARKS SERVING AREA SMOOTH QUARRY 6" COVED QUARRY TILE TILE UP TO CEILING SMOOTH PTD. GYP. BD. (WASHABLE) ) ALL SURFACES TO BE SMOOTH, EASILY CLEANABLE, LIGHT -IN- COLOR, AND NON - ABSORBENT. LIGHT -IN -COLOR IS DEFINED AS HAVING A LIGHT REFLECTIVE VALUE OF 70% OR GREATER. ALL FLOORING AND 4" OR 6" BASE TO BE CONTINUOUS W/ A 3/8" RADIUS COVE. MATERIAL SAMPLES SHALL BE PROVIDED FOR APPROVAL TO THE HEALTH DEPARTMENT PRIOR TO INSTALLATION. COOKING SMOOTH QUARRY TILE 6" COVED QUARRY TILE ST. STEEL WALL FLASHING / F.R.P. SMOOTH PTD. GYP. BD. (WASHABLE) WASHING SMOOTH QUARRY 6" COVED QUARRY TI F.R.P. LAY -IN "T" -BAR PANELS WALK -IN COOLER, WALK -IN FREEZER SMOOTH QUARRY TILE 4" COVED S/S TOPSET BASE STUCCO EMBOSSED ALUMINUM WHITE ENAMEL PANELS WASHING/ STORAGE SMOOTH QUARRY TILE 6" COVED QUARRY TILE F.R.P. LAY -IN "T" -BAR PANELS PREP / DRY STORAGE SMOOTH QUARRY TILE 6" COVED QUARRY TILE F.R.P. LAY -IN "T" -BAR PANELS MANAGER'S STATION SMOOTH QUARRY TILE 6" COVED QUARRY TILE F.R.P. LAY -IN "T" -BAR PANELS REGISTER/PICK UP SMOOTH QUARRY 6" COVED QUARRY TILE TILE UP TO CEILING SMOOTH PTD. GYP. BD. (WASHABLE) ) R.I.H. GENERAL NOTES SANITATION NOTES 1. ANY DISCREPANCIES BETWEEN PLANS, BUILDING, AND LOCAL CODE REQUIREMENTS THAT MAY EFFECT THE INSTALLATION, OR OVERALL FABRICATION WORK IN ANY WAY SHALL BE BROUGHT TO THE ATTENTION OF THE FOOD SERVICE EQUIPMENT CONTRACTOR IMMEDIATELY BY THE GENERAL CONTRACTOR. 2. GENERAL CONTRACTOR TO PROVIDE AND INSTALL LEVEL PLATFORM ON ROOF FOR COMPRESSORS, EXHAUST AND MAKE -UP AIR FANS. (VERIFY LOCATION) 3. GENERAL CONTRACTOR TO PROVIDE AND INSTALL ROOF JACKS FOR REFRIGERATION LINE PENETRATIONS THRU ROOF. (VERIFY LOCATION WITH REFRIGERATION CONTRACTOR). 4. GENERAL CONTRACTOR TO PROVIDE AND INSTALL COVER(S) FOR COMPRESSOR(S) LOCATED OUTSIDE ON ROOF, FLASHED AND SEALED TO MEET ALL CODES. 5. GENERAL CONTRACTOR TO PROVIDE DUCT SHAFT(S), OPENING(S) THRU WALLS, CEILING, AND ROOF FOR EXHAUST AND MAKE -UP AIR DUCTS WITH 2 "X6" ON EDGE CURB ON ROOF, FLASHED AND SEALED TO MEET ALL CODES. 6. GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL WALL BACKING IN WALLS, FOR MOUNTING OF WALL SHELVES, POT RACKS, DISPLAY CASES, HOSE REEL(S), ETC., AS SHOWN ON BUILDING WORKS PLAN. 7. ALL HORIZONTAL DIMENSIONS ARE FROM FINISHED FACE OF WALL TO FINISHED FACE OF WALL OR CENTERLINE OF COLUMN. 8. ALL VERTICAL DIMENSIONS ARE FROM FINISHED FLOOR TO FINISHED TOP OF WALL OR WALL OPENING. 9. ALL WALLS IN CONTACT WITH OR WITHIN 6" OF COOKING EQUIPMENT SHALL BE CONSTRUCTED OF NON - COMBUSTIBLE MATERIALS AS PER LOCAL CODES. 10. WHERE REQUIRED, SPRINKLER HEADS IN WALK -IN FREEZER WILL BE PROVIDED BY AND PROTECTED AGAINST FREEZING BY GENERAL CONTRACTOR. 11. GENERAL CONTRACTOR TO VERIFY STRUCTURAL INTEGRITY OF ROOF SUPPORTING ALL FOOD SERVICE EQUIPMENT SUCH AS COMPRESSOR RACKS, EXHAUST AND MAKE -UP AIR SYSTEMS, EXHAUST HOODS, AIR CONDITIONING, ETC. 12. IT SHALL BECOME THE RESPONSIBILITY OF THE OWNER, ARCHITECT, ENGINEERS, AND/ OR GENERAL CONTRACTOR TO INSURE THAT THE FOODSERVICE EQUIPMENT CONTRACTOR RECEIVES COPIES OF ALL ADDENDUMS AND CHANGES TO THE BUILDING PLANS, PRIOR TO, OR DURING CONSTRUCTION WHEREAS, ADDENDUMS AND /OR CHANGES EFFECT ANY AREA'S PERTINENT TO THE FOOD AND BEVERAGE PORTION. 13. ALL FOOD SERVICE EQUIPMENT SHALL BE N.S.F. APPROVED (OR ANSI CERTIFIED TO N.S.F. STANDRADS) AND SHALL BE ON 6" HIGH LEGS, WHEELS/ CASTERS OR COVERED CURBS 1. POT/ SCULLERY SINK TO HAVE TWO DRAINBOARDS MINIMUM 18" EACH. WITH THREE COMPARTMENTS LARGE ENOUGH TO HOLD LARGEST POT AND A 10" HIGH BACKSPLASH. (PROVIDED BY FOOD SERVICE EQUIPMENT CONTRACTOR). 2. UNDER BAR SINKS TO COMPLY WITH LOCAL HEALTH DEPARTMENT CODE REQUIREMENTS. 3. ALL EXTERIOR ANTE -ROOM, RESTROOM AND CHANGE ROOM DOORS MUST BE SELF - CLOSING, 4 ALL WALLS AND CEILING IN FOOD HANDLING AREAS TO BE SMOOTH, NON - ABSORBENT, LIGHT IN COLOR, AND EASILY CLEANABLE. LIGHT -N- COLOR IS DEFINED AS HAVING A LIGHT REFLECTIVE VALUE OF 70% OR GREATER. 5. ALL FLOORS IN FOOD HANDLING SERVICE AREAS, RESTROOM, AND ANTE -ROOMS SHALL HAVE A SMOOTH, HARD, NON - ABSORBENT SURFACE EXTENDED UPWARDS ON THE WALLS 6" WHERE REQUIRED BY CODE OR 4" TOPSET TO BE USED WHERE ACCEPTABLE BY CODE. 6. FLOOR SINK FOR DISHWASHING MACHINE AND POT/ SCULLERY SINKS TO HAVE A 3" DRAIN PIPE, AND SHALL BE A MINIMUM 12 "X12 "X12" DEEP (SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR.) 7. SALAD BAR AREAS SHALL HAVE A HARD SURFACE FLOOR EXTENDING A MINIMUM 3' -0" OUT FROM SALAD BAR ON ALL SIDES EXPOSED TO PUBLIC. 8. SMOOTH CONCRETE SLAB FOR TRASH CONTAINERS TO BE PROVIDED IN ADJACENT AREA BY GENERAL CONTRACTOR. (VERIFY LOCATION). 9. ALL FOOD SERVICE EQUIPMENT TO BE MANUFACTURED TO COMPLY WITH ALL LOCAL BUILDING AND HEALTH DEPARTMENT CODES. - 11) 1 . . C HEALTH DEPARTMENT NOTES a0 RESTROOM NOTES I. ALL EQUIPMENT IS TO BE CONSTRUCTED AND INSTALLED PER REQUIREMENTS OF THE COUNTY'S BOARD OF HEALTH (DIVISION OF ENVIRONMENTAL HEALTH). ACCEPTANCE OF THESE PLANS BY THE COUNTY'S BOARD OF HEALTH IS SUBJECT TO FINAL INSPECTION BY SAID AGENCY. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR ANY ADDITIONAL EQUIPMENT, TRIM, OR LABOR REQUIRED TO MEET ANY UNFORSEEN REQUIREMENTS THAT MAY ARISE FROM THE INSPECTION. 2. EMPLOYEE LOCKERS TO BE INSTALLED WITH ROUND METAL WALL MOUNTED AT A MINIMUM 6" OFF FINISHED FLOOR. 3. ALL AREAS OF THE FOOD FACILITY SHALL BE PROVIDED WITH MINIMUM OF 20 FOOT- CANDLES OF LIGHT, MEASURED 30" OFF THE DURING GENERAL CLEAN -UP ACTIVITIES. 4. LIGHTING IN ALL OF THE FOOD PREPARATION, MANUFACTURING, PACKAGING AND PROCESSING AREAS, AND WHERE UTENSILS ARE CLEANED SHALL HAVE A MINIMUM OF 20 FOOT - CANDLES OF LIGHT, MEASURED 30" OFF FLOOR. 5. THE AIR SCREEN SHALL HAVE A MINIMUM VELOCITY OF 1600 MINUTE, MEASURED THREE FEET ABOVE THE GROUND, AND VIA A DOOR ACTIVATED MICROSWITCH. 6. ALL MOP SINK FAUCETS SHALL BE PROVIDED WITH A THREADED OUTER LIP FOR HOSE ATTACHMENT, AND AN APPROVED BACKFLOW NO CHEMICAL DISPENSING SYSTEMS SHALL BE ATTACHED TO THE SINK FAUCET. THE LEGS, OR A FLOOR FEET PER TURN ON 1. A CLEAR SPACE 60" MAX UM INTRUSION BY 2. TOIL' FACILITIES BE CLE A ` AND UNOBSTRUCTED SIMILAR IT iS OF 48" MIN. CLEARA 4. A CLEAR SPACE OF FRONT OF URINALS 5. GRAB BARS SHALL THE BACK OF LEAST 6. AT LEAST ONE MIRR• THE MIRROR IS W ' 7 URINALS Ti = E FLOOR T MAXIMUM HEI ,MEASURED FINIS- D FLOOR. IN DIAMETER AND 27" HIGH OR 56 "X63" WITH 12" DOOR SHALL BE PROVIDED IN RESTROOM. LL I AND AT LEAST ONE TOILET COMPARTM I SHALL < BY DOOR SWING, GRA; ;ARS AND NOT LESS THAN 32 ". - SHALL BE PROVIDED IN F - ANT OF TOILET STOO, C 30" �' DE BY 48" DE `SHALL BE PROVIDED IN AND TORTE . BE PROVID- 0 9 N TWO SIDES OR ONE SIDE AND u_ V- ONE T► ET C • 1' ARTMENT. CC .- SHALL BE INSTALL 0 SO THAT THE BOTTOM OFD -IN 40" OF FINISHED FLO ": . LL LEVEL OR AT LEAST ONE W HUNG AT 19" U; TO TOP EDGE OF BOWL ABO ` I- DEVICE. MOP SYMBOLS I- LEGEND cc C __ 20" C ITEM NUMBER - SEE SHEET K2.0 FOR ITEM CC DESCRIPTION LL XX SEE PLAN EQUIPMENT SCHEDULE S4 -00 -00 03/18/07 CHECK AND LANDLORD REVISION PLUMBING ELECTRICAL DESCRIPTION LANDLORD REVISION FS INDIRECT CONNECTION TO FLOOR SINK D DIRECT CONNECTION 0 OWNER(PANDA EXPRESS, INC.) S SERVING AREA 03 -10 -2008 D DIRECT CONNECTION C CONVENIENT OUTLET GC GENERAL CONTRACTOR K KITCHEN RIH ROUGH IN HEIGHT (TO CENTER OF CONNECTION) FS FLOOR STUB OUT EC ELECTRICAL CONTRACTOR (E) EXISTING e GENERAL REVISIONS CONSTRUCTION" SET/ : 0744 DC DROPPED CORD KEC KITCHEN EQUIPMENT CONTRACTOR Job Number SUPPLY BY GAS WASTE COLD WATER HOT WATER CONNECTION LOAD PHASE M.P. VOLTS REMARKS DIMENSIONS MANUFACTURE MODEL # EQUIPMENT NO. K BTU R.I.H. I SIZE TYPE I SIZE R.I.H. I SIZE R.I.H. I SIZE R.I.H. !TYPE W A T T W x D x H (0 x H) SERVING AREA EQUIPMENT __ 20" ®___-__ SEE DETAIL SEE PLAN KEC CUSTOM SERVICE COUNTER 1 24" F 1500W EMI _ 115 SEE DETAIL SEE PLAN KEC CUSTOM SNEEZE GUARD 2 __ FS ®__-_ 24" F 1200W 3 _ 208 0 16" APW ROUND FOOD WELL, 17Q 36 ®-_-_ 24* rall 500W 3 _ 208 0 14' APW - ROUND FOOD WELL, 110 3Q -_ FS ®__-_ 24" F 500W 3 _ 208 0 10" APW IMIIIIIII ROUND FOOD WELL, 7Q 3R FS um___- 13" pm 1A 1 _ 115 23'x23"x32 1/4" CORNELIUS CB2323 -AK8 DROP -IN BEVERAGE DISPENSER 4A -___ME __ 96" C 7.2A 1 _® ON S S SHELF 15 "x11"X16' CORNELIUS CARBONATOR 4B ___ 29 "x18' CORNELIUS IIII SODA RACK 4C _____ ON 6" CURB 020" IIIIIIIM CO2 TANK 4D ___ SEE ELEV. DWG 2418" OEM.. CARBONATOR SHELF 4E 96" Egg _NM= ___MI= WALL MOUNT 20'x4'x20" EVERPURE WATER FILTER 4F __ ®IKE _______ Ell __ mom 24'x22'x6 1 2" KEC CUSTOM 24" COLD PAN 5B __I� 24 " lEilentEill ______ W OWEL & SOAP BACKCOUNTER WI SINK 6A 111® ERSI 64" Mill __ 64" D 1 1A 1 _ 208/230 ICE BIN: SP632SS 3091 31 1/291 63 1/2" HOSHIZAKI KM900MAH 1300 LBS. ICE MACHINE 1OF KITCHEN EQUIPMENT 450 10" =® 2" 10" Ea ME MI SEE DETAIL 93 "x42" KEC CUSTOM 93" CHINESE RANGE (L) 20A 190 10" 11§ FS 2" '10" ©N-- Mil SEE DETAIL KEC CUSTOM 42" CHINESE RANGE 20Q 122 EA. 14 "x2 3/4'x2 _ __ 30" C � 115 15 t /2' x 34 t /z' ( FRYMASTER MJ45 FRYER (2) 21D 92 30" 3/4" ®2" 30" �__ 30" 11A 1 _ ® r 5.5"X30.4"X32.75 RATIONAL CPC 61 GAS COMBI OVEN 24E FS C 15A 1 - 120 NEMA 5 -20P 19.9"X34.51(41.3" WINSTON HA4005 RICE HOLDING CABINET 24H 32 30" 14" _______-____ 22 "0x15' RINNAI PER -55A -N RICE COOKER 25A ____________ 18 "x 33" x 24" KEC CUSTOM RICE COOKER STAND 26A FS FS Egli 3/4" __-_ __-_ 130" 130" D D 500W 500W 1 1 1.5 1.5 115 208 115 208 - e- SEE PLAN KEC CUSTOM WALK - IN COOLER UNIT 31 SEE PLAN KEC CUSTOM WALK -IN FREEZER UNIT 32 Mill ________ FS BM 8.5A 1 1/3 115 SELF CONTAINED 27"X30"X36" RANDELL 9404E 27" WORKTOP FREEZER 320 Mil _ FS C maim 1/2 115 SELF CONTAINED 84 "x33 "x35" RANDELL 9050K -7 84" REF. PREP. TABLE 34A - ____ F5 C 5.5A 1 1/4 ® SELF CONTAINED 32 "x32.75'x36" RANDELL 9412 -32 -7 32" REF. PREP. TABLE 34H FS 2 " mi 14" pal MEN 100"X30" KEC CUSTOM- (PS -100L 114" POT SINK 40A FS ® 14" 1/2" Mi. 1/2" ______ 1 COMPARTMENT 42'x30" KEC CUSTOM- -42 42" VEGETABLE SINK (L) 41Ja ® 2" 14" 1/2" 14" ®______ 1 COMPARTMENT 42'x30" KEC CUSTOM- -42 42" VEGETABLE SINK (R) 41Jb .,A. S.S. (NO BKSPL) SEE PLAN ®_ CUSTOM WORK TABLE (ISLAND) 42A -- 18GA POLISHED (WALL MTD. 0 59' A.F.F.) SEE PLAN KEC CUSTOM (NSF) 12 "D S.S. WALL MTD. SHELF 43A -__ MN= __-_ 18GA POLISHED (WALL MID. 0 71" A.F.F.) SEE PLAN KEC CUSTOM (NSF) 16"0 S.S. WALL MTD. SHELF 43B _______ 4 SHELVES MTD. 0 8" A.F.F., 26' A.F.F., 54" A.F.F., 72" A.F.F. SEE PLAN GOLD BOND VARIES 18 "D WIRE SHELVES 44A - _ - _ 4 SHELVES MTh. 0 36' A.F.F., 48' A.F.F., 60" A.F.F., 72" A.F.F. 24' X 36" GOLD BOND VARIES 24 "D WIRE SHELVES 44C ____-__ 3 SHELVES MTD. 0 36" A.F.F., 54" A.F.F., 72" A.F.F. 24" X 42" -___-__- 50" C _ 1 =® 12 1 2 "x21" GENERAL GSM -1 66 FOOD PROCESSOR 45A SMALL EQUIPMENT ______ WALL SHELF BY OTHER CUSTOM DETERGENT SHELF 51A -_ 24" C 100W 1 - 115 ON S.S. COUNTER 160 AROMA ARS -1055S RICE WARMER 54 DC 1600W 1 - 208 PLUG: NEMA 6 -15R '0 1/89113 1/4118 1/2' SHARP R -23GT MICROWAVE 55 BY G.C. - __ =ME ____ MN REQUIRED BY LOCAL FIRE DEPT., CHECK LOCATION WITH PROJECT MANAGER FIRE EXTINGUISHER 56 -_ 2 24" Emil 24" mg-_____ W OWEL & SOAP 14 1/4'x18 1/2" EAGLE HSA -10 -FK HAND SINK 57B _______________ SEE DETAIL KEC PAPER TOWEL & SOAP DISPENSE' 58 __NM WALL MOUNT 12 "x15 "x78" KEC 5 -TIER LOCKER (2) 61A ___E 20'x20' +4 x23' USA SAFE B2320WD -LG6 SAFE 62A POS EQUIPMENT _____ 24" 500W 1 _ 115 CUSTOM 11 1/4'x14 1/2'x9 RESNOS S 460 CASH REGISTER SYSTEM (2) 81 Mil -_--_ 50" C 100W 1 _ 115 SEE DETAIL CUSTOM COMPUTER 83A ______MI 48" X 28" X 42' MIMI CUSTOM MANAGER STATION 84C 24" C 50W 111111 _ 115 SEE PLAN POS PRINTERS (2) 86A __ . __- 50" C 50W 1 _® FAX 87 MEP EQUIPMENT ______- ®D 1000W _-® SEE MECH. DWG. SEE PLAN CAPTIVE AIR CUSTOM EXHAUST HOOD M1 ______________ SEE MECH. DWG. 12" X 6" X 18" CAPTIVE AIR CUSTOM HOOD CONTROL PANEL M4 ___ SEE MECH. DWG 24'x24' CAPTIVE AIR CUSTOM FIRE SUPPRESSION SYSTEM M6 BY G.C. ___ D 3" 36" Mil 36" QI______ FLOOR TYPE 24" X 24" X 10" MOWED STONE MSB2424 MOP SINK P1 BY G.C. SEE P UMB'G DWG. MI MI 30" C - 115 SEE PLUMBING DWG GAS WATER HEATER P2 - _ 84" "!� 100W 1 _ 115 IN S.S. COUNTER SEE PLAN MUSIC EQUIPMENT /SHELF E1A .1111 MI III. 11111 IIIIIIII SEE CEILING PLAN MUSIC SPEAKER E1B BY G.C. -_____-__ EMI J - BO 50W 1 _ 115 SEE PLAN DOOR BELL E3 - - - W DOME BASE SEE PLAN PANASONIC M-336 CCD SECURITY CAMERA E4A = MI ____ 84" C 50W 1 _ 115 W EMI LOCK SEE PLAN TOSHIBA (TIME LAPSE) SECURITY VCR E4B BY G.C. _____ SEE ELEC. DWG ELECTRICAL PANEL E7 Mil ME MI .111 ME 1.11 11111 MIMI S IGNAGE __VERIFY D 20A 1 _ 115 SEE SIGN DWG DETAIL CUSTOM I.D. SIGN S1 __-- VERIFY D 200W 1 - 115 _,_ _._ ,^ �� CUSTOM LOGO 52 _______ VERIFY D 500W 1 - 115 ' SEE DETAILS SHC A3.2 I CUSTOM LCD MENU BOARD S6 A PLAN CHECK AND LANDLORD REVISION 01 -10 -2008 © LANDLORD REVISION 01 -18 -2008 4 OWNER REVISIONS - ISSUED FOR BIDS 03 -10 -2008 A OWNER REVISIONS 04 - 2008 6 GENERAL REVISIONS - "FOR CONSTRUCTION" SET 04-14-2008 e GENERAL REVISIONS CONSTRUCTION" SET/ : 0744 - "FOR REV. NO.1 Checked by : AA 04-28 -2008 Job Number Drawn by : JB + JP Approved by : • • KEYNOTE LEGEND 1. RETAIN AND PROTECT EXISTING DEMISING PIERS CONSTRUCTION & FINISHES 2. DECOART VE CAST GYPSUM PANEL ON MALL BULK- HEAD - BY LANDLORD a BLUE, CAST RESIN PANELING ON NEUTRAL PIERS - BY LANDLORD 4. EXISTING MALL STEPPED DEMISING WALL CONST. 5. EXISTING MALL SUSPENDED GYP. BD. CEILING 6. SANDBLASTED CAST ACRYLIC BAMBOO SHOOTS W/ IINTERNAL ILLUMINATION - BY LANDLORD 7. NEW SLANTED GYP. BD. CEIUNG PANELS BY TENANT'S GC. ON MALL CONSTRUCTED CEILING SUSP. SYSTEM 8. EXIST. STRUCT. CONCRETE COLUMN, BEAM / PURUNS 9, CLEAN EXISTING CONCRETE FLOOR SLAB - PREPARE TO RECEIVE NEW FLOOR FINISH PER SCHEDULE 11 EXSITING DEMISING WALL FRAMING BY LANDLORD - G.C. TO PROVIDE 1 LAYER OF 5/8" TYPE "X" GYP, BD. ON THE TENANT SIDE UP TO THE STURCTURAL ROOF DDECK ABOVE 12 EXISTING MALL LIGHT FXTURE(S) 13. EMPLOYEE LOCKERS 14. ELECTRICAL TRANSFORMER - MOUNTED ABOVE LOWERED GYP. CLG. AREA AT PASS - THROUGH ALCOVE 15. RECESSED ELECTRICAL PANEL - SEE ELECT. PLANS 17. THIN -SET NON -SUP QUARRY TILE FLOOR FINISH 22. NEW TIME CLOCK - SEE ELECTRICAL PLANS 2& FLOOR SINK - MTD. FLUSH WITH THE FLOOR 24. SEE SHEET A1.1 FOR INFORMATION ON FOORD SER- VICE/ KITCHEN EQUPIMENT, FURNISHING & EQUIPMENT. 25. COOKING EXHAUST HOOD - SEE KITCHEN, MECHANICAL & ELECTRICAL DRAWINGS. 26, TELEPHONE BOARD - MOUNTED ON WALL ABOVE WATER HEATER PLATFORM AREA 27. WATER HEATER - INSTALLED ON TOP OF NEW PLATFORM CONSTRUCTION - SEE DETAILS 28. HOOD UGHT. HOOD MANUFACTURER'S STANDARD INCANDESCENT VAPORTIGHT FIXTURE 29. NEW 16 GA STUD FRAMING AT 12" O.C. NESTED INSIDE EXISTING 6" METAL STUD FRAMING OF DEMISING PARTITION. 30. 24" X 48" LAY -IN ACOUSTCAL TILE CEILING - WITH SMOOTH & WASHABLE SURFACE APPROVED FOR FOOD FACILITY USE. Si WALK - COOLER/ FREEZER - SEE SHEET All AND ENGINEERING LANS. 32. RAISE T -BAR CEIUNG HT. ABOVE W/H AREA IF REQ'D. FOR PROPER CLERANCE 3a STONE FINISH SERVE COUNTER TOP AND FACE - SMOOTH "HONED" FINISH 36. SUSPENDED METAL UGHT RAIL NTH RECESSED MODULAR & PENDANT LIGHT FIXTURES - SEE UGHT SCHEDULE & LIGHTING PLAN 37. STAINLESS STEEL AIRCRAFT CABLE & FITTING PER UGHT MANUFACTURERS STANDARDS 38. HVAC DIFFUSER - SEE MECHANICAL PLANS 39. INTEGRAL PSP" MAKE UP AIR SYSTEM AT EXHAUST HOOD - FLUSH MOUNTED STAINLESS STEEEL EGG - CRATE LOUVER AT CEILING 40. UGHT FIXTURE - SEE UGHIING PLANS & SCHEDULE 41 SOFFIT/ CEIUNG BREAK ABOVE 42 FLOOR TRENCH DRAIN - SEE PLUMBING PLANS 49A SUSPENDED GYPSUM BOARD CEIUNG, 49B. SUSPENDED ACOUSTICAL LAY -IN TILE CEIUNG 52 NEW PARTITION - 20 GA, 3 5/8" MTL STUDS AT 16" O.C. W/ 1 LAYER OF 5/8" THK, TYPE "X" GYP. BD. ON EACH SIDE - SEE DETAILS 54, 5/8" TYPE 9C' GYPSUM BOARD. PROVIDE WATER RESIS- TANT GYPSUM BOARD ON WALLS IN TOILET, BEHIND SINKS, AND ALL OTHER WALLS EXPOSED TO MOISTURE 56. TEMPERED GLASS SNFF7F GUARD - SEE DETAILS 57. PROVIDE CUT OUTS AT STONE TOP SERVE COUNTER FOR ALL FOOD SERVICE EQUIPMENT AS NEEDED 59. 1 1/2" W. X 5/8" W. ALUMINUM 'U" REVEAL CHANNEL EXTRUSION - PAINT TO NMATCH GYP. BD. CEIUNG 62. DISPLAY SHELVING/ WALL CUBBY UNIT - SEE INTERIOR ELEVATIONS 67. REVERSE CHANNEL BRUSHED STAINLESS STEEL LETTERS WITH CONCELAED INTERNAL LED ILLUMINA- TION PER MALL STANDRADS 70. NEW SIGN BOX ATTACHED TO EXISTING MALL SOFFIT - SEE DEAAILS ON SHEET A3.0 89. THE FACE OF WALK -IN FREEZER SHALL BE CLAD W/ STAINLESS STELL PANELING IN AREAS VISIBLE FROM PUBLIC'S UNE OF SIGHT AT SERVE COUNTER 108. 3 5/8" X 16 GAUGE STEEL FRAMING SPACED 12" ON CENTER. NOTE: 1. ALL CUSTOM EQUIPMENT SHALL BE APPROVED BY NSF. 2. ALL EQUIPMENT SHALL BE APPROVED BY AGA, UL AND NSF IF APPLIED. 3. ALL EQUIPMENT SHALL MEET LOCAL GOVERNMNET CODE. 4. ALL COLOR AND MATERIAL SELECTIONS MUST MEET ALL CODE REQUIREMENTS FOR FLAME SPREAD AND SMOKE DEVELOPMENT FACTORS. THE FIRE DEPT WILL REQUIRE THE SUBMITTAL OF CUT SHEETS FOR ALL INTERIOR FINISHES FOR FIRE DEPT. APPROVAL ATLASCHI ASSOCIATES ■ L ARCHITECTS 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 CONSULTANT: PROJECT NAME : www.A3LA.com T> [31 0] 827 - 3644 F> [310] 827 - 3643 REGGI ARCHITECT AMIN 411 'STATE OF WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY., SPACE NO. FC -10 TUKWILA, WA 98188 PANDA EXPRESS REF. # Ml- 08- D1189 REVISIONS NO. DESCRIPTION DATE This document confabs iifomlationn to Atbschi + Associates Architects Inc. and is furnished h or the limited purpose of evaluatior> pupo a may of reproduced or clscb contents to other without the prior other written consent of Atlaschi + Associates Architects, Inc, All rights reserved © Copyright 2008 by Maschi + Associates Architects, Ina SHEET TITLE : FIXTURE & KITCHEN EQUIP. SCHEDULE & NOTES SCALE : N/A ISSUE DATE : 04 -28 -2008 RECEIVED CITY OF TUKWILA MAY 19 2008 PERMIT CENTER SHEET A1.2 2 PLAN CHECK AND LANDLORD REVISION 01 -10 -2008 © LANDLORD REVISION 01 -18 -2008 A A FOR OWNER REVISIONS - ISSUED BIDS 03-10 -2008 A OWNER REVISIONS 04-09 -2008 6 GENERAL REVISIONS - 'FOR CONSTRUCTION' SET 04-14 -2008 e GENERAL REVISIONS CONSTRUCTION" SET/ : 0744 - "FOR REV. NO.1 Checked by : AA 04-28-2008 Job Number Drawn by : JB + JP Approved by : • • KEYNOTE LEGEND : 1 RETAIN AND PROTECT DOSING DEMISING PIERS CONSTRUCTION & FINISHES 2 EXSTIING MALL BULKHEAD WITH PROJECTED COVE - BY LANDLORD a EXISTING MALL STAIRCASE - BY LANDLORD 4. EXISTING MALL STEPPED DEMISING WALL CONST. 5, EXISTING MALL FINISH CEIUNG 6, ACCENT SOUD SURFACING FINISHED BANDING BY TENANT'S G.C. PER MALL DESIGN CRITERIA/ DETAILS 7. NEW DEMISING WALL CONST. BY G.C. - TO ALIGN WITH ANGLED PLANTER LOW WALL BY LANDLORD - INSTALL A DURABLE FINSIH ON PLANTER SIDE TO MATCH EXISTING CONDITIONS BY LANDLORD 8, EXIST. STRUCT. STEEL COLUMN, BEAM/ PURLJNS 9. CLEAN EXISTING CONCRETE FLOOR SLAB - PREPARE TO RECEIVE NEW FLOOR FINISH PER SCHEDULE 10. RETAIN & PROTECT EXSITING MALL FLOOR FINISH EXTEND TO THE EDGE OF SERVE COUNTER W/ MATCHING TILE AS NEEDED. 11 EXSTfING DEMISING WALL FRAMING BY LANDLORD G.C. TO PROVIDE 1 LAYER OF 5/8" TYPE "X" GYP. BD. ON THE TENANT SIDE UP TO THE STURCTURAL ROOF DDECK ABOVE 12 EXISTING MALL LANDLORD FURNISHED BLADE SIGN BOX - SIGN, ARTWORK AND BACK PANELS BY G.C. 13. 14. EMPLOYEE LOCKERS NEW ELECT. TRANSFORMER - TO SIT ON NEW HEAVY -DUTY PLATFORM CONST. ABOVE NEW SERVICE DOOR RECESSED ENTRY - SEE DETAIL 6/ A4.1 15, RECESSED ELECTRICAL PANEL - SEE ELECT. PLANS 17. THIN -SET NON -SUP QUARRY 11LE FLOOR FINISH 20. PROJECTED SIGN SOFFIT FINISHED IN SOUD SURFAC- ING MATERIAL - SEE DETAIL 4/ A30 21 LANDLORDS CONTRACTOR TO CONTINUE MALL WALL TILE FINISH FROM LEASE LINE TO TENANT'S NEW STOREFRONT CONSTRUCTION UNE AT TENANTS EXPENSE 23. FLOOR SINK - MTD. FLUSH WITH THE FLOOR 24. SEE SHEETS All & Al2 FOR INFORMATION ON FOOD SERVICE/ KITCHEN EQUIP., FURNISHING & EQUIPMENT. 25. COOKING EXHAUST HOOD - SEE KITCHEN, MECHANICAL & ELECTRICAL DRAWINGS, 26. TELEPHONE BOARD - MOUNTED ON WALL ABOVE WATER HEATER PLATFORM AREA 27. WATER HEATER - INSTALLED ON TOP OF NEW PLATFORM CONSTRUCTION - SEE DETAILS 2& HOOD UGHT. HOOD MANUFACTURER'S STANDARD INCANDESCENT VAPORTIGHT FD(TURE 29. NEW 16 GA STUD FRAMING AT 12" O.C. NESTED INSIDE EXISTING 6" METAL STUD FRAMING OF DEMISING PARTTTION. 30. 24" X 48" LAY -IN ACOUSTCAL TILE CEIUNG - WITH SMOOTH & WASHABLE SURFACE APPROVED FOR FOOD FACILITY USE 31 WALK -IN COOLER/ FREEZER - SEE SHEET All AND ENGINEERING PLANS. 32. RAISE T -BAR CEIUNG HT. ABOVE W/H AREA IF RECD. FOR PROPER CLERANCE 33. STONE FINISH SERVE COUNTER TOP AND FACE - SMOOTH "HONED" FINISH 34. PENDANT UGHT FIXTURE W/ DIFFUSED OPAL SAHDE 36. SUSPENDED METAL UGHT RAIL WITH RECESSED MODULAR UGHT FIXTURES - SEE UGHT FIXTURE SCHEDULE & LIGHTING PLAN / 37. RECESSED MODULAR FLOURESCENT & INCANDESCENT DOWNUGHT STRIP - SEE LIGHT FIXTURE SCHEDULE 38. 39. 40. 41. 42. HVAC DIFFUSER - SEE MECHANICAL PLANS INTEGRAL "PSP" MAKE UP AIR SYSTEM AT EXHAUST HOOD - FLUSH MOUNTED STAINLESS STEEEL EGG - CRATE LOUVER AT CEILING UGHT FIXTURE - SEE UGHIING PLANS & SCHEDULE SOFFIT/ CEILING BREAK ABOVE FLOOR TRENCH DRAIN - SEE PLUMBING PLANS 49A SUSPENDED GYPSUM BOARD CEILING, 49B. SUSPENDED ACOUSTICAL LAY -IN TILE CEJUNG 52 NEW PARTITION- 20 GA., 3 5/8" MTL STUDS AT 16" O.C. W/ 1 LAYER OF 5/8" THK,, TYPE "X" GYP. BD. 0 EACH SIDE - SEE DETAILS 54 5/8" TYPE D(' GYPSUM BOARD. PROVIDE WATER RESIS- TANT GYPSUM BOARD ON WALL BEHIND SINKS, AND ALL OTHER WALLS EXPOSED TO MOISTURE 56. TEMPERED GLASS SNFF7F GUARD - SEE DETAILS 57. PROVIDE CUT OUTS AT STONE TOP SERVE COUNTER FOR ALL FOOD SERVICE EQUIPMENT AS NEEDED 62. INTERNALLY ILLUMINATED DECORAVIVE RESIN BOX AT TOP OF WALL - FURNISHED BY THE OWNER & INSTALLED BY GC. - SEE DETAILS 70. ILLUMINATED SIGN ON PROJECTED SIGN SOFFIT - SEE STOREFRONT ELEV. & SIGN DEAALS ON SHEET A3.0 76. MOVABLE S.S. TABLE WITH RECESSED RICE WARMER 89. NEW DBLE GLAZED, FULL -HT REACH -IN GLASS DOORS AT THE SIDE OF WALK -IN COOLER FOR DISPLAY OF VEGETABLES AND INGREDIENTS) PER OWNER'S DETAILS 94. 6" X 16 GAUGE STEEL STUDS AT 12" ON CENTER 108. 3 5/8" X 16 GAUGE STEEL FRAMING SPACED 12" ON 111. 115, CENTER 2 1/2" 20 GA STEEL STUDS © 16" ON CENTER HEAVY DUTY, WELDED STEEL GLAZING CHANNEL AT THE BOTT. OF SOFFIT FOR GLASS PANELS - CLAD IN STAINLESS STEEL FINISH - SEE DEATILS LANDLORD GENERAL NOTES: 1. USE OF HIGH QUALITY FIXTURES (1E. LIGHTING, KITCHEN EQUIPTMENT, FURNITURE, ETC) IS REQUIRED. 2. ALL SPRINKLER HEADS IN THE FORWARD SELLING AREA ARE TO BE CONCEALED POP OFF COVER TYPE a ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOISTS AND NOT FROM DECK ABOVE 4 ALL STOREFRONT LIGHTING MUST BE INCANDESCENT AND ON SEPERATE CIRCUIT AND ON 7 DAY TIME CLOCK SET TO MALL'S OPERATING HOURS. 5, ALL STOREFRONT SIGNAGE MUST BE ON SEPERATE CIRCUIT AND ON 7 DAY TIME CLOCK SET TO MALLS OPERATING HOURS. 6. CEILING SUPPORT SHALL COMPLY WITH SEISMIC BRACING REQUIREMENTS FOR THAT REGION, 7. ALL HVAC GRILLES ETC. MUST BE PAINTED TO MATCH CEIUNG COLOR. WAS ING COOKING 1 OKING 2 PREP IT./ STO'• E L ' . ..r / • F ! � F IYP. � 4Yl ( /y���jdsA9SldIYl /lirM�l�ryJ� � (E) STORAGE ( N.I.C. ) MALL S AIRS ( Nl ) VOID SPACE ( ) , , , -WALK IN FREEZER SERVING ®TYP. 12-10" (E) MALL EXIT/ SERVICE CORR. 1. REFLECTED CEILING PLAN SCALE :1/4° = 1'4)' (E) MALL COMMON AREA NORTH 4' -2 1/4" , 2 1 2-0" 2-0" ■ WALK IN COOLER MANAGER'S STATION REGISTER/ PICK UP co W H D O w CC w cn DO43 F- O U CIS 0 U CC 0 1 ; ATLASCHI + i ASSOCIATES ■ LI ARCHITECTS www.A31A.com T >[310]827 -3644 F> [31 0] 827 - 3643 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 CONSULTANT: eP3 REGIME ARCS AlINATE STATE OF ;_,ri',t- AL___ t PROJECT NAME : WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY, SPACE NO. FC -10 TUKWILA, WA 98188 PANDA EXPRESS REF. # Ml- 08- D1189 REVISIONS : NO. DESCRIPTION DATE This docunent contahs information nary to Atlaschi + Associates Architects Inc. and is furnished in a� for the linked pupose of evaluation, biting or a may rot � o r � ciscok se t otf v t the prior written consent of Atlaschi + Associates Architects, Irt All rights reserved © Copyright 2008 by A1Iaschi + Associates Architects, Inc, SHEET TITLE : REFLECTED CEILING PLAN RECEIVED CITY OF TUKWILA MAY 19 ZUUS ISSUE DATE : 04 -28 -2008 PERMIT CENTER SCALE :1/4' =1' -0' SHEET A1.3 A PLAN CHECK AND LANDLORD REVISION 01 -10 -2008 © LANDLORD REVISION 01 -18 -2008 4 OWNER REVISIONS - ISSUED FOR BIDS 03 -10 -2008 A OWNER REVISIONS 04-09 -2008 6 GENERAL REVISIONS - TOR CONSTRUCTION" SET 04-14-2008 A GENERAL REVISIONS CONSTRUCTION" SET/ : 0744 - "FOR REV, NO.1 Checked by : M 04-28-2008 Job Number Drawn by : JB + JP Approved by : • KEYNOTE LEGEND : 1. RETAIN AND PROTECT EXISTING DEMISING PIERS CONSTRUCTION & FINISHES 2. EXSTTING MALL BULKHEAD WITH PROJECTED COVE - BY LANDLORD a EXISTING MALL STAIRCASE - BY LANDLORD 4. EXISTING MALL STEPPED DEMISING WALL CONST, 5. EXISTING MALL FINISH CEILING 6. ACCENT SOLID SURFACING FINISHED BANDING BY TENANT'S G.C, PER MALL DESIGN CRITERIA/ DETAILS 7. NEW DEMISING WALL CONST. BY G.C. - TO ALIGN WITH ANGLED PLANTER LOW WALL BY LANDLORD - INSTALL A DURABLE FINSIH ON PLANTER SIDE TO MATCH EXISTING CONDITIONS BY LANDLORD 8. EXIST. STRUCT, STEEL COLUMN, BEAM/ PURUNS 9. CLEAN EXISTING CONCRETE FLOOR SLAB - PREPARE TO RECEIVE NEW FLOOR FINISH PER SCHEDULE 10. RETAIN & PROTECT EXSITING MALL FLOOR FINISH EXTEND TO THE EDGE OF SERVE COUNTER W/ MATCHING TILE AS NEEDED. 11 EXSITING DEMISING WALL FRAMING BY LANDLORD - GC. TO PROVIDE 1 LAYER OF 5/8" TYPE ''X" GYP. BD. ON THE TENANT SIDE UP TO THE STURCTURAL ROOF DDECK ABOVE 12. EXISTING MALL LANDLORD FURNISHED BLADE SIGN BOX - SIGN, ARTWORK AND BACK PANELS BY GC. 13. 14. 15. 17. 20. EMPLOYEE LOCKERS NEW ELECT. TRANSFORMER - TO SIT ON NEW HEAVY -DUTY PLATFORM CONST. ABOVE NEW SERVICE DOOR RECESSED ENTRY - SEE DETAIL 6/ A4.1 RECESSED ELECTRICAL PANEL - SEE ELECT. PLANS THIN -SET NON -SUP QUARRY TILE FLOOR FINISH PROJECTED SIGN SOFFIT FINISHED IN SOLID SURFAC- ING MATERIAL - SEE DETAIL 4/ A3.0 21 LANDLORD'S CONTRACTOR TO CONTINUE MALL WALL TILE FINISH FROM LEASE UNE TO TENANTS NEW STOREFRONT CONSTRUCTION UNE AT TENANTS EXPENSE 23. FLOOR SINK - MID. FLUSH WITH THE FLOOR 24. SEE SHEETS All & Al2 FOR INFORMATION ON FOOD SERVICE/ KITCHEN EQUIP., FURNISHING & EQUIPMENT, 25. COOKING EXHAUST HOOD - SEE KITCHEN, MECHANICAL & ELECTRICAL DRAWINGS. 26. TELEPHONE BOARD - MOUNTED ON WALL ABOVE WATER HEATER PLATFORM AREA 27. WATER HEATER - INSTALLED ON TOP OF NEW PLATFORM CONSTRUCTION - SEE DETAILS 28. HOOD UGHT. HOOD MANUFACTURER'S STANDARD INCANDESCENT VAPORTIGHT FIXTURE 29. NEW 16 GA STUD FRAMING AT 12" O.C. NESTED INSIDE EXISTING 6" METAL STUD FRAMING OF DEMISING PARTITION. 30. 24" X 48" LAY -IN ACOUSTCAL TILE CEIUNG - WITH SMOOTH & WASHABLE SURFACE APPROVED FOR FOOD FACILITY USE 31. WALK -IN COOLER/ FREEZER - SEE SHEET All AND ENGINEERING PLANS. 32. RAISE T -BAR CEIUNG HT, ABOVE W/H AREA IF REQ'D. FOR PROPER CLERANCE 33, STONE FINISH SERVE COUNTER TOP AND FACE - SMOOTH 'HONED" FINISH 34, 36. 37. 38. 39. 40. 41. 42 PENDANT LIGHT FIXTURE W/ DIFFUSED OPAL SAHDE SUSPENDED METAL UGHT RAIL WITH RECESSED MODULAR LIGHT FIXTURES - SEE LIGHT FIXTURE SCHEDULE & LIGHTING PLAN RECESSED MODULAR FLOURESCENT & INCANDESCENT DOWNUGHT STRIP - SEE UGHT FIXTURE SCHEDULE HVAC DIFFUSER - SEE MECHANICAL PLANS INTEGRAL ' PSP" MAKE UP AIR SYSTEM AT EXHAUST HOOD - FLUSH MOUNTED STAINLESS STEEEL EGG - CRATE LOUVER AT CEIUNG LIGHT FIXTURE - SEE LIGHTING PLANS & SCHEDULE SOFFIT/ CEIUNG BREAK ABOVE FLOOR TRENCH DRAIN - SEE PLUMBING PLANS 49A SUSPENDED GYPSUM BOARD CEILING 49B. SUSPENDED ACOUSTICAL LAY -IN TILE CEILING 52. NEW PARTITION - 20 GA, 3 5/8" MTL STUDS AT 16" O.C. W/ 1 LAYER OF 5/8" THK, TYPE "X" GYP. BD, 0 EACH SIDE - SEE DETAILS 54. 5/8" TYPE %' GYPSUM BOARD. PROVIDE WATER RESIS- TANT GYPSUM BOARD ON WALL BEHIND SINKS, AND ALL OTHER WALLS EXPOSED TO MOISTURE 56. TEMPERED GLASS SNFF7F GUARD - SEE DETAILS 57. PROVIDE CUT OUTS AT STONE TOP SERVE COUNTER FOR ALL FOOD SERVICE EQUIPMENT AS NEEDED 62. INTERNALLY ILLUMINATED DECORAVIVE RESIN BOX AT TOP OF WALL - FURNISHED BY THE OWNER & INSTALLED BY G.C. - SEE DETAILS 70, ILLUMINATED SIGN ON PROJECTED SIGN SOFFIT - SEE STOREFRONT ELEV. & SIGN DEA11LS ON SHEET A3.0 76. MOVABLE S.S. TABLE WITH RECESSED RICE WARMER 89. NEW DBLE GLAZED, FULL -HT. REACH -IN GLASS DOORS AT THE SIDE OF WALK -IN COOLER FOR DISPLAY OF VEGETABLES AND INGREDIENTS) PER OWNERS DETAILS 94. 6 X 16 GAUGE STEEL STUDS AT 12" ON CENTER 108. 3 5/8" X 16 GAUGE STEEL FRAMING SPACED 12" ON CENTER 111 2 1/2" 20 GA STEEL STUDS @ 16" ON CENTER 115. HEAVY DUTY, WELDED STEEL GLAZING CHANNEL AT THE BOTT. OF SOFFIT FOR GLASS PANELS - CLAD IN STAINLESS STEEL FINISH - SEE DEATILS D II. IUM AIL SIN ifilinstrit7mh"Liiii ii itratearestiesassii Of samiesteresintrise -0: sannatina ossosimo zet astosea siessiesti tto - sama searan er p- issm ortivosisto- ra nmassa mm - pr. I � F En fainftwaimmri....m_md I 4 . 1 NM r ®' 0 Illi % ii_i_iriiini ill EMI AmEma A A II■�■■■■ i i I ■■ ■■ ■ ■1 :. I . E . :MEMEL I ■ ■ ■■■ ■ '7� -6" ils■■■■ C irz ICI- m,...&_m zwAlkzw*z al&h l_ iI�IwI�I ,hIiI;I,�IiI *hhl�hlil�hl�I �IaI�I�hI�IihI�I�Ia1!� ►i 2h2zhh% 00 I 00 00 (E) STORAGE ( N.IC. ) MALL S was ( ru.) 0 VOID SPACE ( N.I.C. ) 2'-6" QT WALK IN FREEZER FS 1111111111 4-0" '061‘ F.D. EXIT/ SERVICE i 2'-8" 0 0 17 QT :• :. �rr ++ ~rr ~`` ~rrrrrrrrrrr``rrrriirrr A rir + +`rrr +r`rrrirrr ri.AA - COOKING 2 P ic F.D. 3 - 1" 0 0 00 QT Q 17 SERVING F-. QT WASHING 4' -9" y ® iC F.D. Immmi] l�■1 17 QT Q1 H 3 - COOKING T N 2' -8" y I 'S F.D. (E) MALL EXIT/ SERVICE CORR 0 0 QT O PREP KIT./ fi STORAGE 5 13 " 0 12-3n y ® �C �':F.D. 4'-6" FS T T T (E) MALL EXIT/ SERVICE CORR UP CTO LEVEL �) _ y_ 1. FLOOR SINKS & DRAINS LAYOUT PLAN SCALE :IN' =4P (E) MALL COMMON AREA NORTH • r J 6'1 WALK IN COOLER MANAGER'S STATION REGISTER/ PICK UP CO CD OD CV LLI F- O L1J CC H L-LJ C!) 0 F- CD Cr) a cc a LL ATLASCHI + ASSOCIATES ARCHITECTS www.A3LA.com T> [31 0] 827 - 3644 F > [ 3 1 0 ] 827 - 3643 4 223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 CONSULTANT: PROJECT NAME : REGISFIBED ARCHITECT WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY, SPACE NO. FC -10 TUKWILA, WA 98188 PANDA EXPRESS REF. # Ml- 08- D1189 REVISIONS : NO. DESCRIPTION SHEET TITLE : DATE This document contains ir>formatial proprietary to Atlaschi + Associates Archtects Inc. and is furnished in for the kited ted purpose of evaluation, biddng or ose and y not reproduced or contents to others without the p other written consent of Ath scII + Assocaates Architects, Inc All rights reserved © Copyright 2008 by Atlaschi + Associates Architects, Inc. FLOOR SINKS & DRAINS LAYOUT PLAN CITY OF TUKWILA MAY 19 ?008 SCALE :1/4' =1' -0' RECEIVED ISSUE DATE : 04-28-2008 PERMIT CENTER SHEET A1.4 n A PLAN CHECK AND LANDLORD REVISION 01-10 -2008 © LANDLORD REVISION 01 -18 -2008 4 OWNER REVISIONS - ISSUED FOR BIDS 03-10 -2008 A OWNER REVISIONS 04-09 -2008 6 GENERAL REVISIONS - "FOR CONSTRUCTION" SET 04-14-2008 e GENERAL REVISIONS CONSTRUCTION' SET/ 1 : 0744 - "FOR REV. NO.1 Checked by : AA 04-28 -2008 Job Number Drawn by : JB + JP Approved by : .KEYNOTE LEGEND : RETAIN AND PROTECT EXISTING DEMISING PIERS CONSTRUCTION & FINISHES 2 EXSMNG MALL BULKHEAD WITH PROTECTED COVE - BY LANDLORD 4, EXISTING MALL STEPPED DEMISING WALL CONST, 5, EXISTING MALL FINISH CEILING 6. ACCENT SOLID SURFACING FINISHED BANDING BY TENANT'S GC. PER MALL DESIGN CRITERIA/ DETAILSA 7. SIGNAGE PROVIDED & INSTALLED BY ADJACENT TENANT 10. RETAIN & PROTECT EXSf11NG MALL FLOOR FINISH EXTEND TO THE EDGE OF SERVE COUNTER W/ MATCHING TILE AS NEEDED. 12. EXISTING MALL LANDLORD FURNISHED BLADE SIGN BOX - ARTWORK AND BACK PANELS BY G.C. 13, EMPLOYEE LOCKERS 14 ELECTRICAL TRANSFORMER - MOUNTED ABOVE ENTRY DOOR 15, RECESSED ELECTRICAL PANEL - SEE ELECT. PLANS 16, THIN -SET PORCELAIN SLAB SYSTEM ON 'WONDER BOARD" BACKING APPLIED TO THE FACE OF SERVE COUNTER CABINTERY - WOOD GRAIN LOOK FINISH 20. PROJECTED SIGN SOFFIT FINISHED IN SOLID SURFAC- ING MATERIAL - SEE DETAIL 4/ A3.0 23. FLOOR SINK - MTD. FLUSH WITH THE FLOOR 24. SEE SHEET All FOR INFORMATION ON FOOD SERVICE / KITCHEN EQUPIMENT, FURNISHING & EQUIPMENT. 25. COOKING EXHAUST HOOD - SEE MECHANICAL & ELECTRICAL DRAWINGS. 27. WATER HEATER - INSTAL I Fn ON TOP OF NEW PLATFORM CONSTRUCTION - SEE DETAILS 31 WALK -IN COOLER/ FREEZER - SEE SHEET All AND ENGINEERING PLANS, 32 RAISE T -BAR CEILING HT. ABOVE W/H AREA IF RECD. FOR PROPER CLERANCE 33. STONE FINISH SERVE COUNTER TOP AND FACE - SMOOTH "HONED" FINISH 34. PENDANT UGHT FIXTURE W/ DIFFUSED OPAL SAHDE 1 36. SUSPENDED METAL LIGHT RAIL WITH RECESSED MODULAR UGHT FIXTURES - SEE UGHT SCHEDULE & LIGHTING PLAN 37. STAINLESS STEEL AIRCRAFT CABLE & FITTING PER UGHT MANUFACTURER'S STANDARDS 39, INTEGRAL "PSP" MAKE UP AIR SYSTEM AT EXHAUST HOOD - FLUSH MOUNTED STAINLESS S I FEEL EGG - CRATE LOUVER AT CEIING 40. LIGHT FIXTURE - SEE LIGHTING PLANS & SCHEDULE 41 SOFFIT/ CEILING BREAK ABOVE OR BEYOND 49A SUSPENDED GYPSUM BOARD CEILING. 49B. SUSPENDED ACOUSTICAL LAY -IN TILE CEILING 56. TEMPERED GLASS SNFF7E GUARD - SEE DETAILS 59. 3/4" W. X 5/8" W. ALUMINUM 'U" REVEAL CHANNEL EXTRUSION - PAINT TO MATCH ADJ. GYP. BD. 60. GLASS MOSAIC TILE FINISH - SEE RN. SCHEDULE 61 MENU BOARD - THIN BF77I F FRAME LCD MONITORS INSTALLED INSIDE WALL CAVITY BEHIND DECORATIVE GLASS PANEL AT FACE OF SOFFIT - ARTWORK AT GLASS PANEL TO PROVIDE CLEAR AREA AT MENU BOARD AREA - SEE DETAILS 63, STRAITED, CHISELED LIMESTONE TILE - AT RECESSED KICK BASE OF SERVE COUNTER 65. THIN -SET PORCELAIN TILE FINISH 67. REVERSE CHANNEL BRUSHED STAINLESS STEEL LETTERS Wlfl -I CONCELAED INTERNAL LED ILLUMINA- TION PER MALL STANDRADS 68. CAST RESIN LIGHT BOX WITH INLAID BAMBOO PATTERN - INSIDE FACE TO BBE FROSTED AND LIT FROM INSIDE WITH FLOURESCENT LIGHTS 72. LANDLORD TILE TO BE PROCURED BY LANDLORD FOR TENANT'S USE INSTALLATION OF MARBLE & REINBURSEMENT OF MARBLE COSTS TO LANDLORD SHALL BE TENANT'S RESPONSIBILITY 77. BRUSHED STAINLESS STEEL KICK BASE 7$. QUARRY 11LE BASE W/ MIN. 3/8" RADIUS SANITARY COVE BOTTOM EDGE. 81 APPLIED METAL MEDAWON GRAPHICS - 1/2" THK CAST ALUMINUM PANEL W/ INDUSTRAIL FLEET PAINT FINISH ATTACHED TO THE WALL FACE W/ 1/4" HIGH ROUND STAND OFFS 82 CUSTOM BACK PAINTED SPANDREL GLASS PANEL WITH IMAGE/ GRAPHIC TO BE PROVIDED BY THE ARCHITECT 83, CUSTOM FOOD WARMER/ STEAM TABLE CABINET - FINISH : STAINLESS STEEL 84. CUSTOM STAINLESS STEEL ROWNG CABINET W/ RECESSED RICE WARMER 85, CUSTOM STAINLESS STEEL HEAT LAMP W/ GLASS COVER SHIED AT FOOR WARMER TABLE 86. 88. 103. 112 117. P.O.S. STATION WITH CONCAELED CASH BOX 3/4" THK ENGINEERED QUARTZ STONE COUNTER TOP & EDGING/ RETURN AT FACE WITH SEAMLESS FLUSH TRANSI11ONS 89. NEW DBLE GLAZED, FULL -HT. REACH -IN GLASS DOORS AT THE SIDE OF WALK -IN COOLER (FOR DISPLAY OF VEGETABLES AND INGREDIENTS) PER OWNER'S DETAILS "FRP" PANEL S.S. SHELF ON LOW WALL STAINLESS STEEL WALL FLASHING AT EXHAUST HOOD BACK AND SIDE WALLS. 115. HEAVY DUTY, WELDED STEEL GLAZING CHANNEL AT THE BOTT, OF SOFFIT FOR GLASS PANELS - CLAD IN STAINLESS STEEL FINISH - SEE DEATILS 118, STONE SPLASH @ CABINET 136. S.S. WALL END CAP CHANNEL • m 12'-0" FIELD VERIFY n 12-0" OPP. HAND T -6" 4'-6" o* 6'-6" 1 SERVE COUNTER, STEAM TABLE / REGISTERS SCALE : 3/8' : T-0' • Q o If Ir _ �4reErydh3. �NeEJfiflfEiliikdtllNIDSL'd'.bl• lil'�S °.S.'I ° • �e ...._ . �°�� � \ .. J• i sh : : m ::r c WEL IMENE zv T Q ® II 3. SERVING/ DRINKING STATION SCALE : w n _7c7 II 5. NEUTRAL PIER SCALE :3/8* = f-0' T 4'-3" 0 78 0 9'-T.P - - 36 40 Q 7$ U d a 10' -0"T(0- - - M1 BOTT. OF 6'-6» - HOOD N\\\: \'\\\\ ' \\ \\'\\\ \ \ : \ \ \ � \ \ \ � \ \ \ \ \ \ \ \ \ \\ \ \\ \\\ \ \\\\ \ \ \ \ \ . \ \ \ \ \ \ \ \ \ \\\\ \\ \\ k\ \ \ \ \ \ \ \ \\ \ \\ \ \ \\ \\� \ \ \ \ 20A 6. COOKING STATION SCALE :3/8' = f-0' 8'-0" ON THE WALL n NOTE : HATCHED AREAS INDICATE BRED WALL BLOCKING V i �oiiii� % \ \� \\\\\\\\‘‘ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \\ \ \ \ \ \\\ \ \ \ \\ \ \\\ \ \\ \ \\\ \ \\ \ \ \\ \ \\ \ \ \ \\ \ \\\ \ \\ \ \ \� \\ \ \\ \\\\.\\\\\\\\\\\\\,\\\\\\\.\\ \\ \\\ \\ \ \ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ . \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ V \ \ . • 21D 21D - 412 -10" /e N n SS Q 8' -9" FIELD VERIFY GT O ST 0 // 20C !VZ 20C n 80 SS OPEN \ c n 10" 1'-0" 2-0" 0 0 0 2. SERVING COUNTER- SIDE/ COOKING SCALE : 3/8" = f-0' J E7 4. REGISTER / DRINK STATION SCALE :3/8' = T-0" 112 7. SERVING, MANGER'S STATION SCALE : 3/8' = T-0' 0 s 0 0 1 0 8' -9" C5 101-6" 1 78 0 12-0" ;F . 20A S 0 w Lu z '`. OPP. HAND M1 0 - 6 " SS O • CO CO CV ■- O • O UJ CC LJJ 0 F- F- 0 U CC 0 LL age .._.r )4(N■4,..7 IEGIS1 CONSULTANT: PROJECT NAME : REVISIONS : NO. DESCRIPTION SHEET TITLE : SCALE : AS NOTED ISSUE DATE : 04 -28 -2008 ATLASCHI + ASSOCIATES ARCHITECTS www.A3LA.com T> [31 0] 827 - 3644 F> [31 0] 827 - 3643 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 AMIN4 STATE OED', ..: i :' ;r 'trN WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY, SPACE NO. FC -10 TUKWILA, WA 98188 PANDA EXPRESS REF. # Ml- 08- D1189 DATE This docirnent contains nformatan ry to Atnschi + Associates Architects In and is furnished n or the limited purpose of evaluation, bidcing or review, This docurent or its contents may not be used for arty other mom and may not be reproduced or cisclosed to others without the prior written consent of Atlaschi + Associates Architects, Ina All rights reserved © Copyright 2008 by Atnschi + Associates Architects, Ina INTERIOR ELEVATIONS RECEIVED CITY OF TUKWILA MAY 19 2008 PERMIT CENTER SHEET A2.0 A PLAN CHECK AND LANDLORD REVISION 01-10 -2008 i - � i Q -f- -i © r \ / ' / '\ / OPEN � � / \ , ■ 4 M1 I I I I 25 OWNER REVISIONS 04-09 -2008 DCITIQ GENERAL REVISIONS - TOR CONSTRUCTION" SET 04-14-2008 e GENERAL REVISIONS - "FOR CONSTRUCTION" SET/ REV. NO.1 I I I I _Q IN- N, e ,. z \/ I I �' // �\ . \�`� / / \` ! � . � / . 25A - - , I - 1 ` m I I I V M. . 0 / ' /r M J I I I I rl I I J I I I I v I I I I I I/ MI INI ■ ■ ■ ■ ■ ■■ ■ ■ ■� 1111 EMI ■■ ■ ■■ I ■ ■■■■ 11111111•11111111. MI A PLAN CHECK AND LANDLORD REVISION 01-10 -2008 © LANDLORD REVISION \ / ' / '\ / OPEN � � / \ , ■ 4 I I I I I © OWNER REVISIONS 04-09 -2008 6 GENERAL REVISIONS - TOR CONSTRUCTION" SET 04-14-2008 e GENERAL REVISIONS - "FOR CONSTRUCTION" SET/ REV. NO.1 I I I I I I �' // �\ . \�`� / / \` ! � . � / . - I I I J I I I I I I J I I I I v I I I I I I/ A PLAN CHECK AND LANDLORD REVISION 01-10 -2008 © LANDLORD REVISION 01-18 -2008 4 OWNER REVISIONS - ISSUED FOR BIDS 03 -10 -2008 © OWNER REVISIONS 04-09 -2008 6 GENERAL REVISIONS - TOR CONSTRUCTION" SET 04-14-2008 e GENERAL REVISIONS - "FOR CONSTRUCTION" SET/ REV. NO.1 04-28 -2008 ACCENT SOLID SURFACING FINISHED BANDING BY TENANTS G.C. PER MALL DESIGN CRITERIA/ DETAILS 7. SIGNAGE PROVIDED & INSTALLED BY ADJACENT 4. 5. 6. KEYNOTE LEGEND rasuirmirmemmremPIETENNE CONSTRUCTION & FINISHES EXSITING _ BULKHEAD WITH PROTECTED COVE - BY LANDLORD EXISTING _ STEPPED DEMISING WALL CONST. EXISTING MALL FINISH CEILING TENANT 10. RETAIN & PROTECT EXSIIING MALL FLOOR FINISH EXTEND TO THE EDGE OF SERVE COUNTER W/ MATCHING RE AS NEEDED. 12. EXISTING MALL LANDLORD FURNISHED BLADE SIGN BOX - ARTWORK AND BACK PANELS BY G.C. 13. EMPLOYEE LOCKERS 14 ELECTRICAL TRANSFORMER - MOUNTED ABOVE ENTRY DOOR 15. RECESSED ELECTRICAL PANEL - SEE ELECT. PLANS 16. THIN -SET PORCELAIN SLAB SYS I EM ON 'WONDER BOARD" BACKING APPLIED TO THE FACE OF SERVE COUNTER CABINTERY - WOOD GRAIN LOOK FINISH 20. PROJECTED SIGN SOFFIT FINISHED IN SOLID SURFAC- ING MATERIAL - SEE DETAIL 4/ A30 2& FLOOR SINK - MID. FLUSH WITH THE FLOOR 24. SEE SHEET A1.1 FOR INFORMATION ON FOOD SERVICE / KITCHEN EQUPIMENT, FURNISHING & EQUIPMENT. 25. COOKING EXHAUST HOOD - SEE MECHANICAL & ELECTRICAL DRAWINGS. 27. WATER HEATER - INSTALLED ON TOP OF NEW PLATFORM CONSTRUCTION - SEE DETAILS 31. WALK -IN COOLER/ FREEZER - SEE SHEET All AND ENGINEERING PLANS 32. RAISE T -BAR CEILNG HT. ABOVE W/H AREA IF REQ'D. FOR PROPER CLERANCE 3a STONE FINISH SERVE COUNTER TOP AND FACE - SMOOTH 'HONED" FINISH 34. PENDANT UGHT FIXTURE W/ DIFFUSED OPAL SAHDE 36. SUSPENDED METAL LIGHT RAIL WITH RECESSED MODULAR UGHT FIXTURES - SEE UGHT SCHEDULE & LIGHTING PLAN 37. STAINLESS STEEL AIRCRAFT CABLE & FITTING PER LIGHT MANUFACTURER'S STANDARDS 39. INTEGRAL 'ESP" MAKE UP AIR SYSTEM AT EXHAUST HOOD - FLUSH MOUNTED STAINLESS STEEEL EGG- CRATE LOUVER AT CEILNG 40. UGHT FIXTURE - SEE LIGHTING PLANS & SCHEDULE 41. SOFFIT/ CEILNG BREAK ABOVE OR BEYOND 49A SUSPENDED GYPSUM BOARD CEILNG. 49B. SUSPENDED ACOUSTICAL LAY -IN TILE CE]UNG 56. TEMPERED GLASS SNEEZE GUARD - SEE DETAILS 59. 3/4" W. X 5/8" W. ALUMINUM 'U" REVEAL CHANNEL EXTRUSION - PAINT TO MATCH ADJ. GYP. BD, 60. GLASS MOSAIC TILE FINISH - SEE FIN. SCHEDULE 61. MENU BOARD - THIN BEZZLE FRAME LCD MONITORS INSTALLED INSIDE WALL CAVITY BEHIND DECORATIVE GLASS PANEL AT FACE OF SOFFIT - ARTWORK AT GLASS PANEL TO PROVIDE CLEAR AREA AT MENU BOARD AREA - SEE DETAILS 63 STRAITED, CHISELED LIMESTONE TILE - AT RECESSED KICK BASE OF SERVE COUNTER 65. THIN -SET PORCELAIN TILE FINISH 67. REVERSE CHANNEL BRUSHED STAINLESS STEEL LETTERS WITH CONCELAED INTERNAL LED ILLUMINA- TION PER MALL STANDRADS 68. CAST RESIN LIGHT BOX WITH INLAID BAMBOO PATTERN - INSIDE FACE TO BBE FROSTED AND LIT FROM INSIDE WITH FLOURESCENT LIGHTS 72. LANDLORD TILE TO BE PROCURED BY LANDLORD FOR TENANT'S USE. INSTALLATION OF MARBLE & REINBURSEMENT OF MARBLE COSTS TO LANDLORD SHALL BE TENANT'S RESPONSIBILITY 77. BRUSHED STAINLESS STEEL KICK BASE 78. QUARRY TILE BASE W/ MIN. 3/8" RADIUS SANITARY COVE BOTTOM EDGE 81. APPLIED METAL MEDAWON GRAPHICS - 1/2" THK. CAST ALUMINUM PANEL W/ INDUSTRAIL FLEET PAINT FINISH ATTACHED TO THE WALL FACE W/ 1/4" HIGH ROUND STAND OFFS 82. CUSTOM BACK PAINTED SPANDREL GLASS PANEL WITH IMAGE/ GRAPHIC TO BE PROVIDED BY THE ARCHITECT 83. CUSTOM FOOD WARMER/ STEAM TABLE CABINET - FINISH : STAINLESS STEEL 84, CUSTOM STAINLESS STEEL ROWNG CABINET W/ RECESSED RICE WARMER 85. CUSTOM STAINLESS STEEL HEAT LAMP W/ GLASS COVER SHIED AT FOOR WARMER TABLE 86. P.O.S. STATION WITH CONCAELED CASH BOX 88. 3/4" THK. ENGINEERED QUARTZ STONE COUNTER TOP & EDGING/ RETURN AT FACE WITH SEAMLESS FLUSH TRANSITIONS 89. NEW DBLE GLAZED, FULL-HT REACH -IN GLASS DOORS AT THE SIDE OF WALK -IN COOLER FOR DISPLAY OF VEGETABLES AND INGREDIENTS) PER OWNERS DETAILS 103. 112 117. "FRP" PANEL S.S. SHELF ON LOW WALL STAINLESS STEEL WALL FLASHING AT EXHAUST HOOD BACK AND SIDE WALLS. 115. HEAVY DUTY, WELDED STEEL GLAZING CHANNEL AT THE BOTT. OF SOFFIT FOR GLASS PANELS - CLAD IN STAINLESS STEEL FINISH - SEE DEATILS 118. STONE SPLASH @ CABINET • 136. S.S. WALL END CAP CHANNEL 10'-0" FIELD VERIFY 10'-0" 10'-6" 1. COOKING 2 / SERVICE EXIT SCALE : 1/4' = f-0° 0 4. PREP KIT / STORAGE SCALE :1/4' =1'-0' 0 8. PREP KIT / STORAGE SCALE : u.• ry 10'-0" 0 0 106" C3) 61A III 5. PREP KIT / STORAGE SCALE : va•:+a 1 I 1 I 1 1 r I!II I n 0 0 0 Cal) 32 10' -0" $-- FIELD VERIFY jjj/ /jji/ / /ijjji / �jr / / / / /i jjj /ji / / / i ii r / / / i iiri ii i riii� ,.// -- / % j - i j j�j / / / // / / i � �f -// / / / //j: ' / /j jji / / / //' j /0/ % //; % i ii , / ii /j / /jji 103 0 9. MANAGER STATION SCALE : va' ra ■I• ■■■ ■I 4 • 4,40. 41:7 Arcgti,4 r. _ia:lt..r /iii /iu //�►_, °te 1 ■■t ■■■■I LIM'■ C L 10'-6" 43B 10'-0" 0 0 L- 2. PREP KIT / STORAGE SCALE : 1/4° = r-C° 0 U 0 3i) 32 0 (31) 32 NOTE : HATCHED AREAS INDICATE REQUIRED WALL BLOCKING 0 d 10. MANAGER STATION SCALE :,ra" =ru 10'-6" ■ ■ OPEN 6. PREP KIT / STORAGE SCALE :1/4' = f -0 10'-0" 0 Cal) 32 FIELD Y VERIFY 3. PREP KIT / STORAGE SCALE :1/4° = f -0° NOTE : HATCHED AREAS INDICATE REQUIRED WALL BLOCKING 0 i ■■ ■■ ■ ■ ■ ■I 0 0 10' -0" M 2V 11. MANAGER STATION SCALE :va" = ea 7. WASHING SCALE : 1/4' = 1 10'-0" 0 NOTE : HATCHED AREAS INDICATE REQUIRED WALL BLOCKING Pir vim ilia I I 11•••••••••••••••••••1 0 0 NOTE : HATCHED AREAS INDICATE REQUIRED WALL BLOCKING 12. MANAGER STATION SCALE : Va• fn O CO CD LLJ I- W CC I W Co 0 F- 0 (I) O CC 0 LL CONSULTANT: PROJECT NAME : REVISIONS : NO. DESCRIPTION Job Number : 0744 SHEET TITLE : ATLASCHI ASSOCIATES ARCHITECTS www.A3 LA.cam T> [31 0] 827 - 3644 F> [31 0] 827 - 3643 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY., SPACE NO. FC -10 TUKWILA, WA 98188 PANDA EXPRESS REF. # Ml- 08- D1189 Checked by : AA Drawn by : JB + JP Approved by DATE Ills docarrwt contahs hfomation to Atlaschi + Associates Architects Inc. and is furnished h ax the fmited pupose of evaluation, bicicing or and may not reproduced or ciscbsed to others without the prior written consent of Atlaschi + Assoaates Architects Inc All rights reserved © Copyright 2008 by Atlaschi + Associates Architects, Inc. INTERIOR ELEVATIONS RECEIVED CITY OF TUKWILA SCALE : AS NOTED MAY 19 L008 ISSUE DATE : 04 -28 -2008 PERMIT CENTER SHEET A2.1 rr2+ i� T IS 11 PLAN CHECK AND LANDLORD REVISION 01 -10 -2008 .c.'7 -'.. .. .. er'..•r'"c4 .SC4.�•T� ..1.,._J +.nY.:S�`�.' -�. 4�.::'�.- "F:.. . -.- ..;. .: :. REVISION 41.-z a ! 4 OWNER REVISIONS - ISSUED FOR BIDS 03-10 -2008 © OWNER REVISIONS 04-09 -2008 GENERAL REVISIONS - "FOR CONSTRUCTION" SET 04 -14 -2008 e GENERAL REVISIONS - "FOR CONSTRUCTION" SET/ REV. NO.1 04-28 -2008 - ST - ` 211 1-8 1/2" -4 �. TOP OF LOW WALL 1 1/2" I - _ SS 1 1� Z. - 8 STO @ , s .,, 108 5" t el 5 " 2'-0" T . j I d SSO@ - 78 QT 0 TT o io I I TT 2 PLAN CHECK AND LANDLORD REVISION 01 -10 -2008 A LANDLORD REVISION 01 -18 -2008 4 OWNER REVISIONS - ISSUED FOR BIDS 03-10 -2008 © OWNER REVISIONS 04-09 -2008 6 GENERAL REVISIONS - "FOR CONSTRUCTION" SET 04 -14 -2008 e GENERAL REVISIONS - "FOR CONSTRUCTION" SET/ REV. NO.1 04-28 -2008 • KEYNOTE LEGEND . 4. EXISTING MALI ALL CONST. 6. ACCENT SOUD SURFACING FINISHED BANDING BY TENANT'S G.C. PER MALL DESIGN CRITERIA/ DETAILS 10. RETAIN & PROTECT EXSMNG MALL FLOOR FINISH EXTEND TO THE EDGE OF SERVE COUNTER W/ MATCHING 11LE AS NEEDED. 11. EXSMNG DEMISING WALL FRAMING BY LANDLORD - GC. TO PROVIDE 1 LAYER OF 5/8" TYPE "X" GYP. BD, ON THE TENANT SIDE UP TO THE STURCTURAL ROOF DDECK ABOVE 16. THIN -SET PORCELAIN TILES ON "WONDER BOARD" BACKING APPLIED TO THE FACE OF THE CABINET 17. THIN -SET NON -SUP QUARRY TILE FLOOR FINISH 2a FLOOR SINK - MTD. FLUSH WITH THE FLOOR 33. 3/4" THK. ENGINEERED STONE SALB - SEE RN. SCHED. 53. 3 5/8" X 20 GAUGE STEEL FRAMING SPACED 16" ON CENTER - TYP. UNLESS OTHERWISE NOTED 54. 5/8" TYPE 'X' GYPSUM BOARD. PROVIDE WATER RESIS- TANT GYPSUM BOARD ON WALLS IN TOILET, BEHIN SINKS, AND ALL OTHER WALLS EXPOSED TO MOISTURE 55, POWDER ACUTATED FASTENERS SPACED 24" ON CENTER 56. 3/8" THK, UV BONDED TEMPERED GLASS SNFF7F GUARD - SEE DETAILS 57. PROVIDE CUT OUTS AT STONE TOP SERVE COUNTER FOR ALL FOOD SERVICE EQUIPTMENT AS NEEDED 58. 3 5/8" X 20 GAUGE TRACK. 63. STRAFED, CHISELED UMESTONE TILE - AT RECESSED KICK BASE OF SERVE COUNTER 65. THIN -SET PORCELAIN TILE FINISH 69. 3/8» THK. TEMPERED, ULTRA CLEAR, UV BONDED GLASS PANEL AT SNEEZE GUARD 73. 1/8" X 1/8" QUIRK MITERED JOINT AT TILED CORNERS 76. PORTABLE SS, TABLE WITH RECESSED RICE WARMER (ON CASTERS) 77. BRUSHED STAINLESS STEEL KICK BASE 78. QUARRY 11LE BASE W/ MINI. 3/8" RADIUS SANITARY COVE BOTTOM EDGE 86, P.O.S. STATION W/ CONCEALED CASH BOX 100, 5/8" 5-12 FRAMING FASTENER 103. ' FRP" PANELING AT WALLS 107. 3 5/8" X 16 GAUGE TRACK. 108. 3 5/8" X 16 GAUGE STEEL FRAMING AT 12" O.C. 119. 1/8" W. X 45 DEGREE CHAMFERED EDGE - TYP. AT STONE EDGES 200, STAINLESS STEEL SUPPORT POST & BRACKET 201 HEAT LAMP IN STAINLESS STEEL CHANNEL ENCLO- SURE & GLASS LENS AT BOTTOM 202. BRUSHED STAINLESS STEEL CABINET DOOR PULL 203. ADJUSTABLE SHELF STANDARDS. 204. 18 GAUGE FIXED STAINLESS STEEL SHELF. 205. 18 GAUGE STAINLESS STEEL BOTTOM. 206. ADJUASTABLE SAAINLESS STEEL LEGS 207. 3/4" PLYWOOD. 208. 18 GAUGE STAINLESS STEEL REINFORCEMENT. 209. 18 GUAGE STAINLESS STEEL DRAWER 210. 18 GAUGE STAINLESS STEEL DOOR 211. 18 GAUGE STAINLESS STEEL CABINET PARTITION. 212. FORMED 18 GAUGE STAINLESS STEEL TOP & SPLASH 213. STAINLESS STEEL FLASHING 214. INTEGRAL STAINLESS STEEL SPLASH W/ 1/4" RADIUS - ED COVE 215. 1/2" TH. 'WONDER BOARD" BACKING 216. V8" W. X 3/4" H. FLAT STAINLESS STEEL TRANSITION BAR AT CERAMIC TILES - SEE ELEVATIONS 217. 3" X 5" X 1/4" STEEL ANGLE - BOLT TO STUD FRAMING 218. 2 1/8" L X 2 1/8" H. DECORATIVE SQUARE SHAPED STAINLESS STEEL GLASS RETAINER CLAMP FITTING - BRUSHED STAIN. STL - CR LAURENCE CO, # Z155SS 219. PROVIDE CUT OUTS FOR ELECTRICAL, CONTROL WIRING, ETC. AS NEEDED 220. CONCELAED INCANDESCENT LIGHT STRIP. 221. TEMP. COMNTROL KNOBS FOR STEAM TABLE/ FOOD WARMERS 222. STAINLESS STEEL DRAINER / FOOD BOWL 223. RCESSED FOOD WARMERS (STEAM TABLE) 224, MATCHING STONE SPLASH 225, SLIGHTLY EASED EDGE AT SOLID SURFACING CORNERS 226. 1 1/2" X 1 1/2" STEEL ANGLE 227. CASH DRAWER - BY OWNER 228. 16 GAUGE ADJUSTABLE STAINLESS STEEL SHELF 229. MASTIC GLUE 232. RECESSED ICE PAN (FOR DRINKS) 233. DRAIN LINE TO FLOOR SINK 235. 16 GA STEEL STUD FRAMING AT 16" O.C. AT VARIOUS HEIGHTS - STEM WALL AT CABINTERY/ SEE SECTIONS 236. UNE OF COUNTER TOP AT SREVE COUNTER 237. 6" WIDE RETURNS AT SOLID SURFACING ACCENT PANELS - PER LANDLORD DETAILS / STANDARDS • Co GL api Lu co c7 4 1/2" 2 3 1/2" i © iii/ awasiastwatasmzeizat I 0 Y TOP OF LOW WALL ST 0 2-8 V4 " TOP OF LOW WALL 1 1/8" BEYOND W I z 10" w co wl z w c31 1'-0 5/8" CD 0 10" u u VERIFY VARIES - VERIFY FRP 0 b 2-10" QT 2' 2'-O" 1-11 1/4" FIELD VERIFY NOTE : SEE DETAIL #1 FOR SIMILAR NOTES 4. SERVE COUNTER - REGISTERS SCALE : ivr = ry J L___ r L ___ VERIFY r - -- 3/4" 3 FIELD VERIFY O I 1. SERVE COUNTER - STEAM TABLE SCALE : ivr = fa v NOTE ALL METAL STUD FRAMING & GYP. BD. OR WONDER BOARD SHAETHING SHOWN ON LOW STEM WALLS AT FRONT SERVE COUNTER IS BY G.C. - COORDIANTE ALL REQUIREMENTS & CLERANCES WITH OWNER'S CABINET MAKER DIRECTLY. r 1-0" TOP OF LOW WALL w z w co BEYOND w z 10" 1 - 3 NOTE : SEE DETAIL #1 FOR SIMILAR NOTES 2. SERVE COUNTER - STEAM TABLE SCALE : 1 yr = r-o° u 0 2-0" NOTE : SEE DETAILS #1 & 4 FOR SIMILAR NOTES 5. SERVE COUNTER - CABINET W/ DOORS SCALE : 1 yr = r -o° 1' -8 1/2" TOP OF LOW WALL r ON WALL BEYOND NOTE : SEE DETAILS #1 & 5 FOR SIMILAR NOTES 3. SERVE COUNTER - ICE BIN SCALE : 11/2' = 1'-0' a rrc1rrcvrra v7Z6117,Hoevw.rassum rrix 07:654 10v1.7AWEcsur " 00 Is 103 C RFP Y- 6.1/2"' 78 QT CD PS 6. WALL AT RICE WARMER CAB. SCALE : 11/2° = 1'-0' .7' l • / / / j, ; I 0 0 _' ON WALL INSIDE ALCOVE - BEYOND T J 76 26A I 7 ■ • ■ I 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 CONSULTANT: REGIBTE ARCHITECT ATLASCHI + ASSOCIATES ARCHITECTS www.A3LA.com T> [31 0] 827 - 3644 F> [31 0] 827 - 3643 PROJECT NAME : WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY, SPACE NO. FC -10 TUKWILA, WA 98188 PANDA EXPRESS REF. # Ml- 08- D1189 REVISIONS : NO. DESCRIPTION DATE Job Number : 0744 Checked by : M Drawn by : JB + JP Approved by This document contains intonation w to Atlaschi + Associates Architects Inc. and is furnished h for the Hinted purpose of evaluation, biddng or review. This document or its contents may rot be used for any other mow and may rot be reproduced or cisdosed to others without the prior written consent of Atlaschi + Associates Architects, Inc. All rights reserved © Copyright 2008 by AIaschi + Assoaates Architects, Inc. SHEET TITLE : CABINETRY DETAILS RECEIVED CITY OF TUKWILA MAY 19 2008 SCALE : 1 1/2' =1-0" PERMIT CENTER ISSUE DATE : 04 -28 -2008 SHEET A2.2 A v mCD CHECK AND LANDLORD REVISION 01 -10 -2008 nOVIZ 'nZit 1. LANDLORD REVISION 01 -18 -2008 4 A PLAN CHECK AND LANDLORD REVISION 01 -10 -2008 © LANDLORD REVISION 01 -18 -2008 4 OWNER REVISIONS - ISSUED FOR BIDS 03 -10 -2008 A OWNER REVISIONS 04-09 -2008 6 GENERAL REVISIONS - "FOR CONSTRUCTION" SET 04 -14 -2008 e GENERAL REVISIONS CONSTRUCTION" SET/ : 0744 - "FOR REV. NO.1 Checked by : M 04-28 -2008 Job Nutter Drawn by : JB + JP Approved by : • • KEYNOTE LEGEND 4, EXISTING MALL STEPPED DEMISING WALL CONST. 6, ACCENT SOLID SURFACING FINISHED BANDING BY TENANTS GC. PER MALL DESIGN CRITERIA/ DETAILS 10. RETAIN & PROTECT EXSTTING MALL FLOOR FINISH EXTEND TO THE EDGE OF SERVE COUNTER W/ MATCHING TILE AS NEEDED. 11 EXSTf1NG DEMISING WALL FRAMING BY LANDLORD - G.C. TO PROVIDE 1 LAYER OF 5/8" TYPE "X" GYP. BD, ON THE TENANT SIDE UP TO THE STURCTURAL ROOF DDECK ABOVE 16. THIN -SET PORCELAIN TILES ON 'WONDER BOARD' BACKING APPUED TO THE FACE OF THE CABINET 17. THIN -SET NON -SUP QUARRY TILE FLOOR FINISH 23, FLOOR SINK - MTD. FLUSH WITH THE FLOOR 33. 3/4" THK, ENGINEERED STONE SALB - SEE RN. SCHED. 53, 3 5/8" X 20 GAUGE STEEL FRAMING SPACED 16" ON CENTER - TYP. UNLESS OTHERWISE NOTED 54. 5/8" TYPE 'X' GYPSUM BOARD. PROVIDE WATER RESIS- TANT GYPSUM BOARD ON WALLS IN TOILET, BEHIND SINKS, AND ALL OTHER WALLS EXPOSED TO MOISTURE 55, POWDER ACUTATED FASTENERS SPACED 24" ON CENTER. 56, 3/8" THK, UV BONDED TEMPERED GLASS SNEEZE GUARD - SEE DETAILS 57. PROVIDE CUT OUTS AT STONE TOP SERVE COUNTER FOR ALL FOOD SERVICE EQUIPTMENT AS NEEDED 58. 3 5/8" X 20 GAUGE TRACK 63, STRAITED, CHISELED UMESTONE TILE - AT RECESSED KICK BASE OF SERVE COUNTER 65. THIN -SET PORCELAIN TILE FINISH 69. 3/8" THK, TEMPERED, ULTRA CLEAR, UV BONDED GLASS PANEL AT SNFF7F GUARD 73. 1/8' X 1/8" QUIRK MITERED JOINT AT TILED CORNERS 76. PORTABLE S.S. TABLE WITH RECESSED RICE WARMER (ON CASTERS) 77. BRUSHED STAINLESS STEEL KICK BASE 78. QUARRY TILE BASE W/ MIN. 3/8" RADIUS SANITARY COVE BOTTOM EDGE 86. P.O.S. STATION W/ CONCEALED CASH BOX 100, 5/8" 5 -12 FRAMING FASTENER 103, 'FRP" PANELING AT WALLS 107. 3 5/8" X 16 GAUGE TRACK 108, 35/ 8 "X16 GAUGE STEEL FRAMING AT12"O.C. 119. 1/8" W, X 45 DEGREE CHAMFERED EDGE - TYP. AT STONE EDGES 200. STAINLESS STEEL SUPPORT POST & BRACKET 201 HEAT LAMP IN STAINLESS STEEL CHANNEL ENCLO- SURE & GLASS LENS AT BOTTOM 202. BRUSHED STAINLESS STEEL CABINET DOOR PULL 203. ADJUSTABLE SHELF STANDARDS 204, 18 GAUGE FIXED STAINLESS STEEL SHELF, 205. 18 GAUGE STAINLESS STEEL BOTTOM. 206. ADJUASTABLE SAANLESS STEEL LEGS 207. 3/4" PLYWOOD. 208. 18 GAUGE STAINLESS S I ELL REINFORCEMENT. 209. 18 GUAGE STAINLESS STEEL DRAWER 210. 18 GAUGE STAINLESS STEEL DOOR 211 18 GAUGE STAINLESS STEEL CABINET PARTITION, 212. FORMED 18 GAUGE STAINLESS STEEL TOP & SPLASH 21& STAINLESS STEEL FLASHING 214. INTEGRAL STAINLESS STEEL SPLASH W/ 1/4" RADIUS - ED COVE 215, 1/2" TH,'WONDER BOARD" BACKING 216. 1/8" W. X 3/4" H. FLAT STAINLESS STEEL TRANSITION BAR AT CERAMIC TILES - SEE ELEVATIONS 217. 3" X 5" X 1/4" STEEL ANGLE - BOLT TO STUD FRAMING 218, 2 1/8" L X 2 1/8" H. DECORATIVE SQUARE SHAPED STAINLESS STEEL GLASS RETAINER CLAMP FITTING - BRUSHED STAIN. STL - C.R LAURENCE CO. # Z155SS 219. PROVIDE CUT OUTS FOR ELECTRICAL, CONTROL WRING, ETC. AS NEEDED 220. CONCELAED INCANDESCENT UGHT STRIP. 221 TEMP. COMNTROL KNOBS FOR STEAM TABLE/ FOOD WARMERS 222 STAINLESS STEEL DRAINER / FOOD BOWL 22a RCESSED FOOD WARMERS (STEAM TABLE) 224. MATCHING STONE SPLASH 225. SUGHTLY EASED EDGE AT SOUD SURFACING CORNERS 226. 1 1/2" X 1 1/2" STEEL ANGLE 227. CASH DRAWER - BY OWNER 228. 16 GAUGE ADJUSTABLE STAINLESS STEEL SHELF 229. MASTIC GLUE 232. RECESSED ICE PAN (FOR DRINKS) 23& DRAIN UNE TO FLOOR SINK 23E 16 GA STEEL STUD FRAMING AT 16" O.C. AT VARIOUS HEIGHTS - STEM WALL AT CABINTERY/ SEE SECTIONS 236. UNE OF COUNTER TOP AT SREVE COUNTER 237. 6" WIDE RETURNS AT SOLID SURFACING ACCENT PANELS - PER LANDLORD DETAILS/ STANDARDS T- N A 1'-0" TOP OF LOW WALL (VERIFY) 3' -5 1/2" T.O.W. (VERIFY) CT 5/ A2. 3'-6" I TOP OF LOW WALL AT NEUTRAL PIER TYP, 216 w /A2.3 1. PLAN - SERVE COUNTER - TOP VIEW SCALE : yr = 1'-0! ▪ , , 7sI - / / \ 71 ST 16' -2" VERIFY W/ CABINET 2. PLAN. - LOW STEM WALL FRAMING AT SERVE COUNTER SCALE : 1/2' = T -0° .,.v..._. },.., : "� .:Tf,;-i+;�':5 .. -. '��L. ,. "•.a:'..,.a ... !� �f... ::i.�'.Y.`.alh': ..... -. ,'�:: �...., ,.. 08 3/4" wl z 10 c� I I c T 10" 5" ' 21-0" 4. SERVE COUNTER - REGISTERS SCALE : 11/2' = 1' -0' 1 &2/A22 to 1 &2/A22 3/ A22 Q a 1 1 1 1 1 3/ A22 ON WALL BEYOND ::.... ::..... %AMMO" � - 1 f ��'7.� � �� �� •'��� -� \: r ^, ��� �������� ���,` �� I_ ! IIIIf tztatftlgt t�1915SgSCS S_�Z!� ?i MINgrallAt,Ltina#4l wSi! �E��i! :iw!:!w!w���e�i'`"``````_l�, ``�`kl.``k A' 1 1 II 1 r _i_t- ---- - - -=�1 co 5/ A22 LEASE UNE 0 5/ A22 - 5'-6" VERIFY W/ CABINET L r -1 4/ A22 ...�. kr co 4/ A22 +/- 5'-0 1/2" FIELD VERIFY 1'-0" TOP OF LOW WALL AT NEUTRAL PIER Y-0" TOP OF LOW WALL (VERIFY) ST oa. Q co 57 33 9 1/2" 1'-6" TYP. +- dsrr r.0s 6 7:02r76i517:66 rr urrEiar rieg7.rcrr2.TeWRIN.e60925 .iarreerrJ'AriaM 92:46 761977.4197r.0vrnwr�dn WISOV.urrrsi IM 1, -1 3/8" 0 T L 1 r 5. SERVE COUNTER - CABINET W/ DOORS SCALE : ,vr 4'-6" !T 0 , Z . , I I 7$ ; 1 I �I " J Co O LLJ I- Q F- W 0 � 0 0 0 CC 0 U - 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 CONSULTANT: SHEET TITLE : ATLASCHI + ASSOCIATES ARCHITECTS www.A3LA.com T> [3 0] 827 - 3644 F> [31 0] 827 - 3643 X3976` REGISTERED ARCHITECT PROJECT NAME : WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY., SPACE NO. FC -10 TUKWILA, WA 98188 PANDA EXPRESS REF. # Ml- 08- D1189 REVISIONS : NO. DESCRIPTION DATE This doaxr>ent contaiis nformation proprietary to Atlaschi + Associates Architects Inc and is furnished n coridence for the frrrted pupose of evaluation p9 or a may not reproduced or contents may to not others without the p ,other written consent of Attaschi + Associates Architects, Inc. All rights reserved ©Copyright 2008 by Atlaschi + Associates Arcttects, Inc. CABINETRY DETAILS RECEIVED CITY OF TUKWILA SCALE :11/2' =1' -0" MAY 19 'LUUU ISSUE DATE : 04 -28 -2008 PERMIT CENTER SHEET A2.3 2 PLAN CHECK AND LANDLORD REVISION 01 -10 -2008 © LANDLORD REVISION 01 -18 -2008 A A OWNER REVISIONS - ISSUED FOR BIDS 03-10 -2008 © OWNER REVISIONS 04-09 -2008 6 GENERAL REVISIONS - "FOR CONSTRUCTION" SET 04-14-2008 e GENERAL Job Number REVISIONS CONSTRUCTION" SET/ : 0744 - "FOR REV. NO.1 Checked by : AA 04-28 -2008 Drawn by : JB + JP Approved by : • KEYNOTE LEGEND : 1 RETAIN AND PROTECT EXISTING DEMISING PIERS CONSTRUCTION & FINISHES 7. NEW DEMISING WALL CONST. BY GC. - TO ALIGN WITH ANGLED PLANTER LOW WALL BY LANDLORD - INSTALL A DURABLE FINSIH ON PLANTER SIDE TO MATCH EXISTING CONDITIONS BY LANDLORD 8. EXIST. STRUCT. STEEL COLUMN, BEAM/ PURLINS 18. 3 5/8" X 16 GAUGE STEEL FRAMING AT 16" O.C. 25, COOKING EXHAUST HOOD - SEE KITCHEN, MECHANICAL & ELECTRICAL DRAWINGS. 41. SOFFIT/ CEILING BREAK ABOVE 43. MINIMUM 12 GAUGE HANGER WIRE 49A SUSPENDED GYPSUM BOARD CEILING. 52 NEW PARTITION - 20 GA, 3 5/8" MTL STUDS AT 16" 0.0. W/ 1 LAYER OF 5/8" THK, TYPE "X' GYP. BD. ON EACH SIDE - SEE DETAILS 54. 5/8" TYPE 'X' GYPSUM BOARD. PROVIDE WATER RESIS- TANT GYPSUM BOARD ON WALLS IN TOILET, BEHIND SINKS, AND ALL OTHER WALLS EXPOSED TO MOISTURE 61. MENU BOARD - THIN BF771 F FRAME LCD MONITORS INSTALLED INSIDE WALL CAVITY BEHIND DECORATIVE GLASS PANEL AT FACE OF SOFFIT - ARTWORK AT GLASS PANEL TO PROVIDE CLEAR AREA AT MENU BOARD AREA - SEE DETAILS 74. SHIM - AS REQUIRED 75. SETTING BLOCK 82. CUSTOM BACK PAINTED SPANDREL GLASS PANEL WITH IMAGE/ GRAPHIC TO BE PROVIDED BY THE ARCHITECT 92. BOXED BEAM HEADER - SEE DETAILS 100. 5/8" 5 -12 FRAMING FASTENER 103. 'FRP" PANELING AT WALLS 108. 3 5/8" X 16 GAUGE TRACK 122. OUTLINE OF CABINETRY / KITCHEN EQUIPMENT 169. 3 5/8" X 16 GA. STEEL STUD BRACING AT 32" O.C. 171 TAPE, SAND AND PAINT ALL GYP. BD. AREAS BEHIND DECORATIVE BACK PAINTED GLASS PANEL WITH FLAT WVEHITE" PAINT 172. BOXED HEAVY -GAUGE HEADER CONSISTING OF (2) 8" X 16 GAUGE TRACKS SCREWED TO (2) 3 5/8" X 16 GAUGE STEELJOISTS - SEE DETAIL 10/A4.0 FOR THE CONFIGURATION AND SPACING OF THE FASTENERS, 173. MIN. 1/4" DIA. A307 BOLTED CONNECTION W/ LOCKING WASHERS AT EACH STUD 174. 1/4" THK CUT STEEL PLATE - CONT. WELDED TO BOTTOM OF 16 GA BOXED BEAM/ HEADRE AT SOFFIT FRAMING ON EA SIDE TO CARRY THE WEIGHT OF GLASS PANEL 175. ENCLOSE THE OPEN BACK AREA OF LCD MONITORS WITH WHITE PAINTED MESH METAL BOX FOR PROTE- CTION WHILE PROVIDING ADEQUATE VENTILATION - ATTACH MESH BOX TO ALUMINUM SUPPORT BRACKETS AT BACK OF LCD MONITORS WITH REMOVABLE SCREWS AS NEEDED. 176. 1/4'THKX3 /4° EEL FLAT BAR - WELD TO STEEL ANGLE & GRIND SMOOTH WHERE VISIBLE 177. BOXED COLUMN CONSISTING OF (2) 3 5/8" X 16 GAUGE TRACKS SCREWED TO (2) 3 5/8" X 16 GAUGE STEEL STUDS - NESTED INSIDE PARTITTON FRAMING - SEE DETAIL 10 /A4.0 FOR THE CONFIGURATION AND SPACING OF THE FASTENERS 178. 1 1/2" H. X 3/4" W. PRE - MAUFACTURED METAL GLAZING SHOE - SCREW TO STEEL ANGLE 184. 18 GAUGE BRUSHED STAINLESS BREAK METAL TRIM - BY G.C. 185. WELDED, GRINDED SMOOTH THE EDGE TRANSITION RECEMNG STAINLESS STEEL CALDDING 191. LCD MONITOR (TO BE FURNISHED BY OWNER & INST- ALLED BY GC) - SAMSUNG "SYNCMASTER 400DXn) 192 METAL BRACKET FOR LCD MONITOR (TO BE FURNIS- HED & INSTALLED BY G.C.) - PEERLESS MOUNTS; MODEL NO. SF640 (SECURITY MODEL; COLOR : BLACK TEL : (800) 865 -2112 193. 1/8' THK, HEAVY GAUGE CUSTOM BENT ALUMINUM\ BARCKETS BY G.C. - FINISH : MATT BALCK POWDER COAT - ATTACH TO MONITOR BRACKETS AND SOFFIT STRUCTURE WTH REMOVABLE SCREWS AS SHOWN • n 0 + 1 1/2" GENERAL SIGNAGE NOTES : 2 0 1 A SEPARATE PERMIT IS REQUIRED FOR STOREFRONT SIGNS THE SIGN SUBCONTRACTOR IS RESPONSIBLE FOR PROVIDING SIGN SHOP DRAWINGS, CUT SHEETS TO LANDLORD AND BUILDING DEPARTMENT FOR REVIEW & APPROVAL 2. EXACT COPY OF CORPORATE LOGO SHALL BE PROVIDED BY THE ARCHITECT TO THE SIGN CONTRACTOR DIRECTLY. DO NOT USE THE COPY SHOWN HERE AS THE FINAL VERSION FOR FABRICATION. a SIGN MAKER MUST REFER TO LANDLORD'S TENANT SIGN CRITERIA BOOKLET FOR MORE DETAILS AND INFORMATION ON SIGNAGE CRITERIA, STANDARDS AND PROCEDURES FOR SUBITTAL OF SHOP DRAWINGS AND SPECIFICATIONS FOR LANDLORD APPROVAL & PERMIT BY BUILDING DEPARTMENT. 62 0 TYRO 10" SIGNAGE KEYNOTE LEGEND : 140. 10 -24 NUTSERT 142 10 -24 TAPERED HEAD, COUNTERSUNK BOLT 145. 'WARM WHITE" LED LIGHTS 146. LOW VOLATGE 14 GA LED WRING 147. ROUND CLEAR ACRYLIC STANDOFFS ATTACHED WITH #4 SCREWS 148. CLEAR LEXAN ACRYLIC BACK PANEL W I z W , CD I t PT ®® 62 0 4. SECTION - SIGN AT STOREFRONT FIELD VERIFY 12 -t- PS 010 FIELD VERIFY 3 2' -10" SERVE COUNTER HT. OO m 716" PS 0C 149. 20 GA #4 BRUSHED STAINLESS STEEL FACES AND RETURNS 150. G.T.O. SLEEVING 151 UL APPROVE POWER DRIVER MODULE 152. SHEET METAL BOX TO HOUSE POWER DRIVER IF REQ'D, BY CODES 153. U.L LISTED DISCONNECT SWITCH 154. FLEX CONDUIT W/ G.T.O. WRING 155. INCOMING PRIMARY CIRCUIT 6l/////L //// /// /H/ /.O P/! f0. /!. al///! AY///////// H// /!/////.00/ /////// ////!/// / / / au m/: c a o i. o y/ i/ /� oi, o s y/ i /7472/7/ u a// a/ m i //. �. �. a i/ // F a. o /. a i i i a a iii i. a. o r/ ti a i r� m i. � r ii / r. a w� ©0 BEYOND r a LANDLORD GENERAL NOTES: 1. SIGNAGE MUST BE ON SEPERATE CIRCUIT AND ON 7 DAY TIME CLOCK SET TO MALL'S OPERATING HOURS, 2. TRANSFORMER MUST BE LOCATED WHERE ACCESSIBLE FOR SERVICING YET NOT VISIBLE TO PUBLIC. MAKE SURE THERE IS AMPLE SPACE FOR SERVICING 6'-0" 1. STOREFRONT ELEVATION SCALE : 1/2" = f -0' • 0 12' -10" 12'-0" FIELD VERIFY TYP. EQ. EQ. 2. ELEVATION - STOREFRONT SIGN SCALE : 1 VY =11P 4'-0" 3. • ELEVATION - BLADE SIGN SCALE : 1 1/2" = r-0° +/- 4' -2 1/4" 87 0 2 6'-0" +/- 5'-4 1/2" ST 0 20 0 1-7' 2'-0" EQ. 70 fa 0 0 -- 12' -10" CEILING HT. (BEYOND) - $-12'-0" FIELD VERIFY a PLX 0 E 10' -2" FIELD VERIFY 6' -6" 8'-0" FIELD VERIFY CD co co a CD 1 4 223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 CONSULTANT: PROJECT NAME : ATLASCHI + ASSOCIATES ARCHITECTS www.A31A.com T> [ 31 0] 827 - 3644 F> [31 0] 827 - 3643 f l -% ‘ N ) \ REGISTE ARCHITECT SIN 4"9" WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY, SPACE NO. FC -10 TUKWILA, WA 98188 PANDA EXPRESS REF. # Ml- 08- D1189 REVISIONS : NO. DESCRIPTION DATE ills docunerrt contains infommation proprietary to Atlaschi + Associates Architects In and is fi nished n coitidence for the limited purpose of evaluatim other pu and may This reproduced or to other without the written consent of Atfasctr + Associates Architects, Ina All rights reserved © Copyright 2008 by AtlaschT + Associates Architects, Inc. SHEET TITLE : STOREFRONT ELEVATIONS & DETAILS SCALE : AS SHOWN ISSUE DATE : 04-28 -2008 RECEIVED CITY OF TUKWILA MAY 19 2008 PERMIT CENTER SHEET A3.0 © PLAN CHECK AND LANDLORD REVISION 01 -10 -2008 A LANDLORD REVISION 01-18 -2008 4 OWNER REVISIONS - ISSUED FOR BIDS 03-10 -2008 A OWNER REVISIONS 04- 09 -2Q08 A 6 GENERAL REVISIONS - "FOR CONSTRUCTION" SET 04-14 -2008 A GENERAL REVISIONS - "FOR CONSTRUCTION" SET/ REV. N0,1 04-28-2008 ■ • KEYNOTE LEGEND 5. EXISTING MALL FINISH C©UNG 6. ACCENT SOUD SURFACING FINISHED BANDING BY TENANTS GC. PER MALL DESIGN CRITERIA/ DETAILS 10, RETAIN & PROTECT EXSITING MALL FLOOR FINISH EXTEND TO THE EDGE OF SERVE COUNTER W/ MATCHING 11LE AS NEEDED, 20. PROJECTED SIGN SOFFIT FINISHED IN SOUD SURFAC- ING MATERIAL - SEE DETAIL 4/ A3.0 36, SUSPENDED METAL LIGHT RAIL WITH RECESSED MODULAR & PENDANT LIGHT FIXTURES - SEE LIGHT SCHEDULE & LIGHTING PLAN 37. STAINLESS STEEL AIRCRAFT CABLE & RTTING PER LIGHT MANUFACTURER'S STANDARDS 53. 3 5/8" x 20 GAUGE STEEL FRAMING SPACED 16" ON CENTER - TYP. UNLESS OTHERWISE NOTED 54. 5/8" TYPE 'X' GYPSUM BOARD. PROVIDE WATER RESIS- TANT GYPSUM BOARD ON WALLS IN TOILET, BEHIND SINKS, AND ALL OTHER WALLS EXPOSED TO MOISTURE 56. TEMPERED GLASS SNFF7F GUARD - SEE DETAILS 62. "CORIAN" SOLID SURFACING PANELS ADHERED TO WALL/ SOFFIT SURFACES - COLOR & DETAILS PER MALLS STANDARDS 65. THIN -SET PORCELAIN TILE FINISH 67. REVERSE CHANNEL BRUSHED STAINLESS STEEL LETTERS WITH CONCELAED INTERNAL LED ILLUMINA- TION PER MALL STANDRADS 68. CAST RESIN LIGHT BOX WITH INLAID BAMBOO PATTERN - SEE SPECS & FINSIH SCHEDULE 69, 3/8" THK TEMPERED, ULTRA CLEAR GLASS PANEL AT SNEEZE GUARD - U.V. BONDING JOINTS (NO SILIC- ONE JOINT BONDING ALLOWED) 77, BRUSHED STAINLESS STEEL KICK BASE 79, 3/4" W. X 5/8" D. ALUM, REVEAL CHANNEL AT WALL FINISH TRANSITION - BY GC. 80. 3/4" W X 1 1/2' H. S.S. GLAZING CHANNEL 113. 1/8" W, RECESSED STAINLESS STEEL DMDER BAR AT PORCELAIN PANEL TRANSITIONS - THE BAR TO BE INSTALLED 1/8" HIGHER THAN PANEL SURFACE - CONTINUE AT TOP, BACK AND SIDES AT ALL TILED SURFACE AREAS, 123. CONCEALED FLOOR LIGHT STRIP - SEE ELECT. PLANS 125. GLASS MOSAIC TILE FINISH - SEE FIN, SCHEDULE 174. 1/4" THK CUT STEEL PLATE - CONT. WELDED TO BOTTOM OF 16 GA. BOXED BEAM/ HEADRE AT SOFFIT FRAMING ON EA SIDE TO CARRY THE WEIGHT OF GLASS PANEL 179. 6" X 16 GA STEEL JOISTS AT MAX 16" ON CENTER 180. "FRP" PANELING AT WALLS 181. 1/2" W. X 3/4" H. ANOD. ALUM. GLAZING CHANNEL 184. 18 GAUGE BRUSHED STAINLESS BREAK METAL TRIM - BY G.C. 191. LCD MONITOR (TO BE FURNISHED BY OWNER & INST- ALLED BY G.C.) - SAMSUNG "SYNCMASTER 400DXn) 1. STOREFRONT ELEVATION SCALE : 1/2' = r -o° 12- 10"{0 --- 3. ELEVATION - LCD MENU SOFFIT (NO GLASS PANEL) SCALE :9/d'. Ptl TIGHT BUTT SEAM JOINT 2/A-32 4. ELEVATION - LCD MENU SOFFIT (W/ GLASS) 1T-0"-$- FIELD VERIFY LEAVE OUT (3) CLEAR AREAS IN THE BACKPAINTED GLASS PANEL FOR LCD N SCREENS TO SHOW THROUGH. - FIELD VERIFY 1'-0" a PLX O1 SS 8' -9" GT O1 2. SECTION - ART GLASS ENCLOSURE ivz.w NOTE PROVIDE GYP. BD. ON ALL SURFACES AND PAINT "FLAT" WHITE n r O LLI CC LU Q F- C) z 0 CD cc 0 u_ SHEET TITLE : CONSULTANT: PROJECT NAME : REVISIONS : NO. DESCRIPTION Job Number : 0744 Drawn by : JB + JP Approved by ATLASCHI + ASSOCIATES ARCHITECTS www.A3LA.corn T> [31 0] 827 - 3644 F> [31 0] 827 - 3643 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 sy REGISTER' ARCWtECf AMIN ATLASICi STATE OF WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY., SPACE NO. FC -10 TUKWILA, WA 98188 PANDA EXPRESS REF. # Ml- 08- 01189 Checked by : AA RECEIVED CITY OF TUKWILA DATE This docment contains hformation tary to Atbschi + Associates Architects Inc, and is furnished n cony fa the Invited purpose of Evaluation biddng a review. This document or its contents may not be used for any other p�pose and may not be reproduced or disclosed to others without the prior written consent of Atbschi + Associates Architects, Inc. All rights reserved © Copyright 2008 by AtEaschi + Associates Architects, Inc STOREFRONT ELEVATIONS & DETAILS SCALE : AS SHOWN MAY 19 ZUU8 ISSUE DATE : 04 -28 -2008 PERMIT CENTER SHEET A3.1 A PLAN CHECK AND LANDLORD REVISION 01 -10 -2008 © LANDLORD REVISION 01-18 -2008 A ,, OWNER REVISIONS - ISSUED FOR BIDS 03-10 -2008 n OWNER REVISIONS 04-09 -2008 A 6 GENERAL REVISIONS - "FOR CONSTRUCTION" SET 04 -14 -2008 e GENERAL REVISIONS CONSTRUCTION" SET/ : 0744 - "FOR REV. NO.1 Checked by : AA 04 -28 -2008 Job Nunber Drawn by : JB + JP Approved by : e • KEYNOTE LEGEND : 1 RETAIN AND PROTECT EXISTING DEMISING PIERS CONSTRUCTION & FINISHES 7. NEW DEMISING WALL CONST. BY GC. - TO ALIGN WITH ANGLED PLANTER LOW WALL BY LANDLORD - INSTALL A DURABLE FINSIH ON PLANTER SIDE TO MATCH EXISTING CONDITIONS BY LANDLORD 8. EXIST. STRUCT. STEEL COLUMN, BEAM/ PURLINS 18. 3 5/8" X 16 GAUGE STEEL FRAMING AT 16" O.C. 25, COOKING EXHAUST HOOD - SEE KITCHEN, MECHANICAL & ELECTRICAL DRAWINGS. 41 43. 49A 52 54. 5/8" TYPE %' GYPSUM BOARD. PROVIDE WATER RESIS- TANT GYPSUM BOARD ON WALLS IN TOILET, BEHIND SINKS, AND ALL OTHER WALLS EXPOSED TO MOISTURE 61 MENU BOARD - THIN BEZZLE FRAME LCD MONITORS INSTALLED INSIDE WALL CAVITY BEHIND DECORATIVE GLASS PANEL AT FACE OF SOFFIT - ARTWORK AT GLASS PANEL TO PROVIDE CLEAR AREA AT MENU BOARD AREA - SEE DETAILS 74. 75. 82. 92. 100. 103, 108. 122 169. 171 SOFFIT/ CEILING BREAK ABOVE MINIMUM 12 GAUGE HANGER WIRE SUSPENDED GYPSUM BOARD CEIUNG NEW PARTITION - 20 GA, 3 5/8 MTL STUDS AT 16" O.C. W/ 1 LAYER OF 5/8" THK, TYPE 'X GYP. BD. ON EACH SIDE - SEE DETAILS SHIM - AS REQUIRED SETTING BLOCK CUSTOM BACK PAINTED SPANDREL GLASS PANEL WITH IMAGE/ GRAPHIC TO BE PROVIDED BY THE ARCHITECT BOXED BEAM HEADER - SEE DETAILS 5/8" 8 -12 FRAMING FASTENER "FRP" PANELING AT WALLS 3 5/8" X 16 GAUGE TRACK OUTLINE OF CABINETRY / KITCHEN EQUIPMENT 3 5/8" X 16 GA STEEL STUD BRACING AT 32" O.C. TAPE, SAND AND PAINT ALL GYP. BD. AREAS BEHIND DECORATIVE BACK PAINTED GLASS PANEL WITH FLAT '1NEH[TE" PAINT 172. BOXED HEAVY -GAUGE HEADER CONSISTING OF (2) 8" X 16 GAUGE TRACKS SCREWED TO (2) 3 5/8" X 16 GAUGE STEELJOISTS - SEE DETAIL 10/A4.0 FOR THE CONFIGURATION AND SPACING OF THE FASTENERS. 173. MIN. 1/4" DIA A307 BOLTED CONNECTION W/ LOCKING WASHERS AT EACH STUD 174, 1/4" THK CUT STEEL PLATE - CONT. WELDED TO BOTTOM OF 16 GA. BOXED BEAM/ HEADRE AT SOFFIT FRAMING ON EA SIDE TO CARRY THE WEIGHT OF GLASS PANEL 175. ENCLOSE THE OPEN BACK AREA OF LCD MONITORS WITH WHITE PAINTED MESH METAL BOX FOR PROTE- CTION WHILE PROVIDING ADEQUATE VENTILATION - ATTACH MESH BOX TO ALUMINUM SUPPORT BRACKETS AT BACK OF LCD MONITORS WITH REMOVABLE SCREWS AS NEEDED. 176. 1/4' THK X 3/4" L STEEL FLAT BAR - WELD TO STEEL ANGLE & GRIND SMOOTH WHERE VISIBLE 177. BOXED COLUMN CONSISTING OF (2) 3 5/8" X 16 GAUGE TRACKS SCREWED TO (2) 3 5/8" X 16 GAUGE STEEL STUDS - NESTED INSIDE PARTTTTON FRAMING - SEE DETAIL 10/A4.0 FOR THE CONFIGURATION AND SPACING OF THE FASTENERS 178. 1 1/2" H. X 3/4" W. PRE - MAUFACTURED METAL GLAZING SHOE - SCREW TO STEEL ANGLE 184. 18 GAUGE BRUSHED STAINLESS BREAK METAL TRIM - BY G.C. 18S WELDED, GF,INDED SMOOTH THE EDGE TRANSITION RECEMNG STAINLESS STEEL CALDDING 191 LCD MONITOR (TO BE FURNISHED BY OWNER & INST- ALLED BY G.C.) - SAMSUNG "SYNCMASTER 400DXn) 192. METAL BRACKET FOR LCD MONITOR C O BE FURNIS- HED & INSTALLED BY GC.) - PEERLESS MOUNTS; MODEL NO. SF640 (SECURITY MODEL; COLOR : BLACK) TEL : (800) 865 -2112 193. 1/8' THK, HEAVY GAUGE CUSTOM BENT ALUMINUM\ BARCKETS BY GC. - FINISH : MATT BALCK POWDER COAT - ATTACH TO MONITOR BRACKETS AND SOFFIT STRUCTURE WTH REMOVABLE SCREWS AS SHOWN 12 -10" 7'-6" 10'-6" L BOTTOM OF SOFFIT COOKING 1 +/- 18'-6" FIELD VERIFY SERVING 10-6' 1. PLAN - FRAMING AT SOFFIT (LCD MENU & ART GLASS PANEL) SCALE : vr 2. SECTION - (LCD MENU & ART GLASS PANEL) SCALE : r =r -a 3. LCD MENU ALCOVE - REAR ELEVATION SCALE : r = r-v J .'I N., MANAGER'S STATION I .- �r L 3'-0 3/4" TYP. LCD MONITOR 3/A -3.1 3/A -3.1 J 192 TYP 4. TYP. LCD MENU -REAR ELEVATION SCALE :1 1/2! =14r 6 3/32' 6 /32" ED C.9 z z W a 0 - 10'-6" - 0- 7-6" 5. HEAD - GLASS PANEL AT MENU BOARD SCALE : 6' = f-0° 8'-3" 10' -2 1/2" 7-6" 9 SS L GL ® 3/16 G0 ®p r 0 CD Pr lP 0 I / 6 1/2" • I 184 3/16 SS FRP 0 RECEIVED CITY OF TUKWLA MAY 19 2008 PERMIT CENTER 6. LCD MENU ALCOVE - REAR ELEVATION SCALE : B'. P -V w 7L CO N O H O L L1 CC LL1 C!] 0 F- 0 Co 0 C) 0 U- ATLASCHI + i ASSOCIATES I 1 A R C H I T E C T S www.A3LA.com T> [31 0] 827 - 3644 F> [31 0] 827 - 3643 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 0'76 REGISTER I ARC AMIN ATLASCIp STATE OF W CONSULTANT: PROJECT NAME : WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY., SPACE NO. FC -10 TUKWILA, WA 98188 PANDA EXPRESS REF. # Ml- 08- D1189 REVISIONS : NO. DESCRIPTION SHEET TITLE : LCD MENU BOARD DETAILS SCALE : AS SHOWN ISSUE DATE : 04 -28 -2008 DATE This document contains information proprietary to Attaschl + Associates Architects Inc and is famished in for the Inked pupose of evaluation, oentents may not be used for any other bidctig or review. Tit doormat p pose and may riot reproduoad csclosed to others without the prior written consent of Atlaschi + Associates Architects, In All rights reserved © Copyright 2008 by Atlaschi + Associates Architects, Inc n SHEET A3.2 n A PLAN CHECK REVISIONS 12 -07 -2007 A PLAN CHECK AND LANDLORD REVISION 01 -10 -2008 © LANDLORD REVISION 01 -18 -2008 A 4 OWNER REVISIONS - ISSUED FOR BIDS 03-10 -2008 n OWNER REVISIONS 04-09 -2008 6 GENERAL REVISIONS "FOR CONSTRUCTION" : 0744 - SET Checked by : AA 04-14-2008 Job Number Drawn by : JB + JP Approved by : • • KEYNOTE LEGEND 4. EX611NG MALL DEMISING WALL CONST. 6 20 GA. STEEL STUDS OC, W/ 0) LAYER OF 5/8" THK TYPE "X" GYP, BOARD ON EACH SIDE - U.L NO U465 , A 9. CLEAN EXISTING CONCRETE FLOOR SLAB - PREPARE TO RECEIVE NEW FLOOR RNISH PER SCHEDULE 11 E<SMNG DEMISING WALL FRAMING BY LANDLORD - G.C, TO PROVIDE 1 LAYER OF 5/8" TYPE "X" GYP, BD. ON THE TENANT SIDE UP TO THE STURCTURAL ROOF DDECK ABOVE 17. THIN-SET SUP-RESISATNT QUARRY TILE FLOOR RNISH 20. 3 5/8" x 16 GA STEEL STUDS 43. MINIMUM 12 GAUGE HANGER IMRE 46. (4) 12 GAUGE WIRES AT EACH COMPRESSION STRUT SPLAYED 45 DEGREES 47. CROSS RUNNER. 4a WALL. 49, SUSPENDED CBUNG. 49B. SUSPENDED ACOUSTICAL LAY-IN TILE CBUNG 50, EXISTING CONCRETE FLOOR SLAB ON STEEL DECK 51 PROVIDE LOCKING CUP TO FASTEN CROSS RUNNER TO MAIN RUNNER AT EACH CONNECTION. PROVIDE POP RIVETS, SCREWS, PINS OR OTHER APPROVED FASTNERS SO AS TO PROVIDE TWICE THE DESIGN LOAD OR AXIAL TENSION OR COMPRESSION. 53. 3 5/8" X 20 GAUGE STEEL FRAMING SPACED 16" ON 53A METAL STUD FRAMING - SIZE, GAUGE AND SPACING AS INDICATED 54, 5/8" TYPE X GYF'SUM BOARD, PROVIDE WATER RESIS- TANT GYPSUM BOARD ON WAU_S IN Tour, BEHIND SINKS, AND ALL OTHER WALLS EXPOSED TO MOISTURE 55. POWDER ACUTATED FASTENERS SPACED 24" 0.C, 5a 3 5/8" X 20 GAUGE TRACK 58A STEEL FRAMING TRACK - SIZE AND GAUGE TO MATCH STEEL FRAMING MEMBERS 61. BRACING - AS REQUIRED 66. 'V4-20 X 1 V8" SELF DRILUNG FASTENERS SPACED 24" ON CENTER 78, QUARRY TILE BASE W/ MIN. 3/8" RADIUS SANfTARY COVE BOTTOM EDGE 92. BOXED BEAM HEADER - SEE DETAILS 93, 1 X 2 PAINTED WOOD TRIM 95, 3/4" FIRE-RETARDANT-TREATED PLYWOOD. SPACE FASTENERS 6" ON CENTER AT PERIMETER, 8" ON CENTER AT JOINTS AND 12" ON CENTER IN RELD. 96. 6" X 16 GAUGE STEEL JOISTS SPACED 12' ON CENTER. 97. 6 X 16 GAUGE WEB STIFFENER. 9a 6" X 16 GAUGE STEEL TRACK 99. 6" X 16 GAUGE BLOCKING, 100. 5/8" S-12 FRAMING FASTENER 102. 1 V2" X 16 GA COLD ROLLED CHANNEL 104. EXISTING STRUCTUFtAL CONCRETE FLOOR OR ROOF DECK 106. ALL MODIFICATIONS TO EXSMNG CONCRETE SLAB MUST BE APPROVED BY LANDLORDS CONSTR- UCTION MANAGER PRIOR TO EXECLMON, 107, 3 5/8" X 16 GAUGE TRACK 110. FIRE SAFING, 116. THIN-SET GROUT BED 156. 2 1/2" X 16 GAUGE STEEL TRACK 157. 3 5/8" X 20 GAUGE DIAGONAL BRACING AT 32" 0.C. 158. 2" X 2' X 16 GAUGE CONTINUOUS ANGLE 159. 4" WIDE X 16 GAUGE STEF_L STRAP 24" ON CENTER 161 2 1/2" X 16 GAUGE STEEL STUD FRAIMNG AT 16' 0.C. 1E4. (2) HILTI DNI 32 P8S15 SHOTPINS 16" ON CENTER AT AT EACH FRAMING MEMBER. 170. BOXED HEADER CONSISTING OF (2) 6" X 16 GAUGE TRACKS SCREWED TO (2) 3 5/8" X 16 GAUGE STEEL JOISTS - DETAIL 10/A4.0 FOR THE CONRGURA - TION AND SPACING OF TFIE FASTENERS, 187, 3 5/8' X 20 GAUGE DEEP LEG TRACK 188, 3 5/8" X 16 6A GAUGE DEEP LEG TRACK VARIES - SEE PLAN 0 0 TYP, 3' =1 -0' 3' =1' -0' 1' =1 -0' OR 6. NOT USED 10 49 TYP 54 @OR 18 ORO4 I I 0 7 , // co 1. FRAMING DETAIL 12. NP. PARTITION SECTION +/- 16'-0" FIELD VERIFY VARIES - SEE PLAN VARIES. - SEE PLAN 3' =1' -0' TYP.o 1' =1 -0' 4 LI 7. NOT USED 4 A 2. FRAMING DETAIL 4 O 0 13. PARTITION SECTION UP TO DECK ON BOTH SIDES WHERE SHOWN AS 1 HOUR FIRE RATED WALL +/- 16'-0" FIELD VERIFY PT O3 v 4. OR TYP. FRP0 3' =1 -0" 103 UP TO THE 54 DECK ABOVE 3' =1' -0' 1' =1 -0' v 4 v 44 OR 0 i A 103 3. FRAMING DETAIL 8. FRAMING DETAIL UP TO THE DECK ABOVE @OR18 --- +/- 16'-0" FIELD VERIFY 0- VARIES - SEE PLAN 14. SECTION -1 HR. CORK. WALL SEE PLANS 6 ' =1' -0' CND 4. FRAMING DETAIL 3' =1 -0' 9. FRAMING DETAIL 3' =T -0' + + TYP 100 103 FRP Q 10. BOXED STEEL BEAM/ COLUMN 437 NOTE ALL 1 HR RATED PARTITION ASSEMBLY INCLUDING LANDLORD CONSTRUCTED CORRIDOR WALLS SHALL COMPLY WITH REQUIREMENTS OF UL NO. U465 THE FOLLOWING FASTENING REQUIREMENTS ARE TAKEN FROM UL'S SPECIFICATION FOR THE INDICATED ASSEMBLE REFER TO UL5 DOCUMENTATION FOR COMPLETE ASSEMBLY REQUREMENTS AND ALLOWABLE OPTIONS GYPSUM VOARD: 5/8" THICK 4 FT WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 8 IN. CC. ALONG EDGES OF BOARD AND 12 IN. OC IN THE FIELD OF THE BOARD, JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. 5'-0" CEIIJNG TYP. (@ 4J-0" 8' 4hfi • PLAN 18 OR @ NO SCALE 5. FRAMING DETAIL 3' =1 -0' 3' = 1 -0' TYP 12 MAXIMUM is T1 D ■I 11. SUSPENDED CLG BRACING r 0 rir�r ' rii�rr O n 16. FRAMING DETAIL RECEIVED CITY OF TUKWILA MAY 19 ?008 PERMIT CENTER M. LLI 0 F- CO 0 CD cc 0 LL 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 CONSULTANT: PROJECT NAME : REVISIONS NO. DESCRIPTION SHEET TITLE SCALE : AS NOTED ISSUE DATE : 04- 14-2008 ATLASCHI + ASSOCIATES ARCHITECTS www.A3LA.com T> [31 0] 827 - 3644 F> [31 0] 827 - 3643 6976 REGISTERED ANN 411.119Cfl griiTE WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY., SPACE NO. FC -10 TUKWILA, WA 98188 PANDA EXPRESS REF. # Ml- 08- D1189 DATE This document contains information tar Masai to + Associates Architects Inc, and is furnished h for the linked prrpose of evaluations p9 a and y not oduced or ciscbsed to not be prior imitten consent of AtbSChi + Associates Architects, Inc, All rights reserved, © Copyright 2008 by Atiasdii + Assocates Architects, Inc. PARTITION SECTIONS AND FRAMING DETAILS SHEET A4.0 A PLAN CHECK AND LANDLORD REVISION 01 -10 -2008 A LANDLORD REVISION 01-18 -2008 A . OWNER REVISIONS - ISSUED FOR BIDS 03-10 -2008 A OWNER REVISIONS 04-09 -2008 6 GENERAL REVISIONS - "FOR CONSTRUCTION" SET 04-14 -2008 e GENERAL REVISIONS - "FOR CONSTRUCTION" SET/ REV. NO.1 04 -28 -2008 • KEYNOTE LEGEND 4 EXISTING MALL DEMISING WALL CONST, 9. CLEAN EXISTING CONCRETE FLOOR SLAB - PREPARE TO RECENE NEW FLOOR FINISH PER SCHEDULE 11 EXSMNG DEMISING WALL FRAMING BY LANDLORD - G.C. TO PROVIDE 1 LAYER OF 5/8" TYPE "X" GYP, BD. ON THE TENANT SIDE UP TO THE STURCTURAL ROOF DDECK ABOVE 14. ELECTRICAL TRANSFORMER - MOUNTED ON TOP OF NEW PLATFORM FRAMING ABOVE - SEE DETAILS 17. THIN -SET SUP - RESISATNT QUARRY TILE FLOOR FINISH 27. WATER HEATER - INSTALLED ON TOP OF NEW PLATFORM CONSTRUCTION - SEE DETAILS 43. MINIMUM 12 GAUGE HANGER WIRE 48, WALL 49. SUSPENDED CEILING, 49A SUSPENDED GYPSUM BOARD CEILING 49B. SUSPENDED ACOUSTICAL LAY -IN TILE CEILING 50. EXISTING POST - TENSIONED CONCRETE FLOOR SLAB 51. PROVIDE LOCKING CUP TO FASTEN CROSS RUNNER TO MAIN RUNNER AT EACH CONNECTION. PROVIDE POP RIVETS, SCREWS, PINS OR OTHER APPROVED FASTNERS SO AS TO PROVIDE TWICE THE DESIGN LOAD OR AXIAL TENSION OR COMPRESSION. 53. 3 5/8" X 20 GAUGE STEEL FRAMING SPACED 16" ON CENTER - TYP. UNLESS OTHERWISE NOTED 53A METAL STUD FRAMING - SIZE, GAUGE AND SPACING AS INDICATED 54. 5/8" TYPE 'X' GYPSUM BOARD. PROVIDE WATER RESIS- TANT GYPSUM BOARD ON WALLS IN TOILET, BEHIND SINKS, AND ALL OTHER WALLS EXPOSED TO MOISTURE 55, POWDER ACUTATED FASTENERS SPACED 24" 0.C, 108. 3 5/8" X 16 GAUGE STEEL FRAMING AT 12" O.C. 116. THIN -SET GROUT BED 120. 1/2" W, X 3/4" H. ANOD. ALUM. GLAZING CHANNEL 126, 2" HIGH GALVANIZED DRIP PAN WITH DRAIN TO MOP SINK 127, 2" WIDE X 18 GAUGE GALVANIZED STEEL STRAP AT TOP AND BOTTOM OF WATER HEATER ATTACH STRAP TO BLOCKING 128. 3 5/8" WIDE X 20 GAUGE BLOCKING 129. SELF LEVELING CEMENTf11OUS TOPPING FORM INTO A SLIGHT RAMP) 143, INSTALL RODENT -PROOF SILL GASKET AT BOTTOM OF EXIT SERVICE DOOR TO KITCHEN 162. DOOR - SEE DOOR SCHEDULE 163, DOOR FRAME - SEE DOOR SCHEDULE 164. (2) HILTI DNI 32 P8S15 SHOTPINS 16" ON CENTER AT AT EACH FRAMING MEMBER 165. DOOR HINGE - SEE DOOR SCHEDULE & HARDWARE SPECIRCA11ON. 166. (2) HILTI DNI 32 P8S15 SHOTPINS 16" ON CENTER AT AT EACH FRAMING MEMBER 167, STEEL CHANNEL AT TRANSFORMER LEG 168. 4" WIDE X 25 GA STEEL STRAP BACKING FOR WALL MPOUNTED SHELVING/ DRIP RACKS - ATTACH TO STUDS W/ 2 FASTNERES PER STUD 169. ACCESSIBLE METAL "SCHLUTER' TRANSITION STRIP AT EDGE 170. BOXED HEADER CONSISTING OF (2) 6" X 16 GAUGE TRACKS SCREWED TO (2) 3 5/8" X 16 GAUGE STEEL JOISTS - SEE DETAIL 10/A4.0 FOR THE CONAGURA - T10N AND SPACING OF THE FASTENERS, 189, EPDXY GROUT 190. ACCESSIBLE MARBLE OR VINYL WATER STOP THRESHHOLD 58. 3 5/8" X 20 GAUGE TRACK 58A STEEL FRAMING TRACK - SIZE AND GAUGE TO MATCH STEEL FRAMING MEMBERS 61. BRACING - AS REQUIRED 66. 1/4 -20 X 1 1/8" SELF DRILLING FASTENERS SPACED 24" ON CENTER 78, QUARRY TILE BASE W/ MIN. 3/8" RADIUS SANITARY COVE BOTTOM EDGE 92. BOXED BEAM HEADER - SEE DETAILS 93, 1 X 2 PAINTED WOOD TRIM 94. 6" X 16 GAUGE S1 EEL STUDS 95, 3/4" ARE- RETARDANT - TREATED PLYWOOD, SPACE FASTENERS 6" ON CENTER AT PERIMETER, 8" ON CENTER AT JOINTS AND 12" ON CENTER IN FIELD. 96. 6" X 16 GAUGE STEEL JOISTS SPACED 12" ON CENTER 97, 6" X 16 GAUGE WEB STIFFENER 98. 6" X 16 GAUGE STEEL TRACK 99. 6" X 16 GAUGE BLOCKING 100, 5/8" 5 -12 FRAMING FASTENER 101, 2"X2'X16GA FRAMING CUR 102. 1 1/2" X 16 GA COLD ROLLED CHANNEL 103. "FRP" PANELING AT WALLS 106, ALL MODIFICATIONS TO EXSITING CONCRETE SLAB MUST BE APPROVED BY LANDLORD'S CONSTR- UCTION MANAGER PRIOR TO EXECUTION. 107. 3 5/8" X 16 GAUGE TRACK • n SEE-0 PLANS 1. FRAMING DETAIL TYR @ TYP. ACT Q 4@ TYP, BEYOND IN WALL 5'-0" 2. HEAD DETAIL 8. SECTION - WATER HEATER PLATFORM r.ra 163 @TYPICAL NOTE: PER LANDLORD TENANT CRITERIA, TENANT G.C. MUST INSTALL A LAYER OF LANDLORD APPROVED LATEX- RUBBER WATERPROFFING MEMBRANE UNDER THE FLOOR FINISH IN ALL WET AREAS SUCH AS RESTROOMS, KITCHENS AND AREAS WITH SINKS, WATER HEATERS, ETC. TENANT GC. IS RESPONSIBLE FOR OBTAINING LANDLORD'S APPROVAL UPON INSPECTION OF FINISHED WATER- PROOFING WORK PRIOR TO INSTALLATION OF TENANTS FLOOR FINISH. THE MEMBRANE SHALL LAP UP PERIMETER WALLS UNDERNEATH THE WALL BASE TO A MINIMUM OF 12" AFF 3. JAMB DETAIL 10'-0" FIELD FIELD VERIFY VERIFY W/ WATER W/ WATER HEATER FIT. HEATER FIT. 5'-0" 3' =T -0' ao + + 1' =1' -0' 127 TYP. FRP 0 CDQ + C� 9. MOP SINK ENCLOSURE 1/4" PER FOOT 129 .r �ti ?,1 C 2'-0" MINIMUM [MAXIMUM SLOPE 1:481 a P = t-0' / 5'-0" a 4. DOOR THRESHOLD DETAIL TYP. 6' -2' I L - i - L 1 41C a - I- H + --4 00 0 0 Q i i O : ii i■ i r i i r i r i� u i� i � i r i s r i i w r i i� i i i� i r� o i� r i r i� i i i� i i i� C G BEYOND O BEYOND 6. TRANSFORMER SUPPORT DETAIL •a 1/2" Q a OPP. HAND 7. PARTITION DETAIL SCALE : P =1-0' 0 7 r H II 1 1 T L . t t CQ L IL J of 10. BLOCKING/ BACKING - 3- COMPARTMENT SINK SCALE :,.ra - SEE PLANS CO a CO N CD LLJ CI a LLJ CC F- W 0 F- c� F- Co O CC Q U- ATLASCHI i ASSOCIATES I lli A R C H I T E C T S 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 16976 CONSULTANT: www.A3LA.com T> [31 0] 827 - 3644 F> [310] 827 - 3643 AM 4� STATE OF W PROJECT NAME : REVISIONS : NO. DESCRIPTION WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY., SPACE NO. FC -10 TUKWILA, WA 98188 PANDA EXPRESS REF. # Ml- 08- D1189 DATE Job Nurnber : 0744 Drawn by : JB + JP Approved by This dociment contains hformation to Atbscii + Associates Architects Ina and is furnished in ' for the limited purpose of evaluation, bidctg or pupo and y not reproduced its contents to not a the pr written consent of Atbsch i + Associates Architects, Inc. All rights reserved © Copyright 2008 by Atbschi + Associates Architects, Inc, SHEET TITLE : FRAMING & MISC. CONSTRUCTION DETAILS SCALE : AS NOTED ISSUE DATE : 04 -28 -2008 Checked by : M RECEIVED CITY OF TUKWILA MAY 19 2005 PERMIT CENTER SHEET A4.1 A PLAN CHECK AND LANDLORD REVISION 01 -10 -2008 n LANDLORD REVISION 01 -18 -2008 . 4 OWNER REVISIONS - ISSUED FOR BIDS 03 -10 -2008 A OWNER REVISIONS 04-09 -2008 A 6 GENERAL REVISIONS - "FOR CONSTRUCTION" SET 04-14 -2008 A GENERAL REVISIONS - "FOR 04 -28 -2008 CONSTRUCTION" SET/ REV. NO.1 ■ ■ KEYNOTE LEGEND : 105. APPLIED INTERIOR CEILING AND WALL FINISHES IN THE SALES, STORAGE, DRESSING ROOMS ARE LIMITED TO NON - COMBUSTIBLE, CLASS II MATERIALS (DUE TO USE OF AN APPROVED FIRE SPRINKLER SYSTEM THROUGHOUT - UBC 804.1 - EXCEPTION NO. 2) WITH A FLAME SPREAD INDEX OF 26-75 AND A MAXIMUM SMOKE DENSITY OF 450 PER UBC TABLE 8 -A ALL MISC. WOOD AND PLYWOOD BACKING/ BLOCKING USED TO BE TIRE- RETARDANT' TREATED TYPE ONLY UNLESS SPECIFICALLY ALLOWED BY LOCAL BUILDING AUT HORmES. 107. PLASTIC PANELS & SIGNS SHALL COMPLY WITH IBC CODE SECTION 404. 3, 7 130. ALL NEW DOOR SIZES TO BE FIELD VERIFIED PRIOR TO ORDERING & FABRICATION. 131 ALL EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOW- LEDGE OR EFFORT. FLUSH & SURFACE BOLTS ARE PROHIBITED - MIN. SIZE : 3 W. X 6' -8" H. AND SHALL PROVIDE A MIN. CLEAR WIDTH OF NO LESS THAN 32" WHEN OPENED. 132. PROVIDE LEVER TYPE HANDLES THAT DO NOT REQU- IRE GRASPING ABILITY PER TITLE 24 & "ADA" GUIDE- LINES. LATCHING & LOCKING DOORS WHICH ARE IN PATH OF TRAVEL SHALL BE HAND ACTIVATED WITH A SINGLE EFFORT BY LEVER TYPE HANDLES. 133. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS. FOR INTERIOR DOORS & 8 1/2 LBS. FOR EXTERIOR DOORS, APPLIED AT RIGHT ANGLE TO HINGED DOORS & THE CENTER PLANE OF SLIDING OR FOLDING DOORS. FOR FIRE RATED ASSEMBLIES THE FORCE MAY BE INCREASED TO 15 LBS. 134. MAXIMUM THRESHOLD HEIGHT TO BE 1/2" WITH 1/4" MAXIMUM VERTICAL CHANGE AND A MAXIMUM OF 1/4" BEVELED EDGE. 137. 1 HOUR (IL LABEL REQUIRED - ALL RATED ASSEMBLIES SHALL BE GASKETED TO PROVIDE A SMOKE & DRAFT SEAL WHERE THE DOOR MEETS THE STOP AT HEAD & JAMBS. 141 INSTALL STAILESS STEEL KICK PLATE ON ONE OR BOTH SIDES OF THE DOOR - SEE HARDWARE SPECS 142. HIGH - IMAPCT TRAFFIC DOOR & FRAME W/ 24" H. STAILESS STEEL KICK PLATE ON BOTH SIDES 143. INSTALL RODENT -PROOF SILL GASKET AT BOOTOM OF EXI/ SERVICE DOOR TO KITCHEN AREA n O z ODOOR SCHEDULE 0000 Lj w 1 S A 2 J ua 1 HR DOOR & FRAME TYPES 3'-0" DOOR TYPE 'A' 1/4 "4'-0" H.M. 1 3/4" THK PAINTED FRAME TYPE 'T 1/4 "=1' -0" HOLLOW METAL tu 51/2" -16 GA (WELDED STEEL) FRAME MATERIAL AND FINISH DOOR MATERIAL AND FINISH U) PT PT Q 3'-0" DETAILS Z 2 A4.1 3 A4.1 OOR TYPE 1/4 " =Y-0" DOUBLE ACTIN TRAFFIC IMPACT SAAINLESS STEEL SEE DOOR 2" SCHEDULE Door T'USE FRAME TYPE 1/4 "=Y -0" STAINLESS STEEL 2" x 51/2" (TRAFFIC IMPACT) n J J 4 A4.1 ROOM FINISH SCHEDULE 0 171 172 173 174 SERVING REGISTER NOODLES COOKING 1 u_ QT w QT Q WALLS 0 z 0 0 co 0 e 2 w 0 PT 0 ACT 2 CO z AL AL AL ALUMINUM; CLEAR ANODIZED FINISH ALUMINUM; FINE TEXTURED ALUMINUM PANEL; TYP STANDARD WALK IN COOLER FINISH PER EQUIPTMENT MANUFACTURER ALUMINUM; POWDER COAT FINISH - STANDARD "SILVER METALLIC" FINISH BY LIAGHT FIXTURE MANUFACTURER 0 0 0 COOKING 2 WASHJSTOR WALK -IN QT 01 QT QT QT QT QT 01 QT Q QT O QT Q QT 02 QT Q QT Q 0 0 0 0 0 0 -0 FRP AL --0 FRP AL -0 FRP Q AL PT ACT® AL -0 FRP Q AL ® MATERIAL AND FINISH SCHEDULE@@ ACOUST. LAY-IN CEILING TILE; 24" X 48" X 5/8" WASH & SCRUBBABLE; ARMSTRONG "CERAMAGUARD" #605 WHITE CT n r+ni nnne� " c0 ._ - • PORCELAIN TILE; 12" W. x 24" L x 3/8" THK; PEEL" SERIES BY "CERAMICHE CAESAR" - COLOR : " ZANZIBAR"(DARK BROWN) POUSHD RECTIFIED TEXTURE - CONTACT : JOSEP DOMINGOT "ARMADA CERAMICA ", ANAHEIM, CA - TEL : (714) 549 -1622 CT FRP 1O PORCELAIN TILE 6" W. OR X 13" W. X 20" L X 3/8" INK; DAL TILE - "VERANDA" COLORBODY PORCELAIN - COLOR : SAND #P50. 1/8" THK WASHABLE FIBER REINF. PLASTIC WALL PANEL; "KEMLITE" BE 8385PI; GLASSBOARD P - "COLONIAL WHITE" GL GL O GT 1O GLASS; 3/8" THK TEMPERED, EXTRA CLEAR 'WATER WHITE" (LOW IRON) GLASS PANEL WITH MIRROR POLISH EDGES GLASS; 3/8" THK TEMPERED, COLORED SPANDREL W/ CUSTOM GRAPHIC IMAGE & MIRROR POLISHED EDGES GLASS MOSAIC TILE; 3/4" X 3/4" (13" X 13" MESHED MODULES) - EMSER TILES; 'METRO" SERIES - COLOR : HONEY ; USIMILL LLC IILE0 18AIfiAGE CLACS" SERIES - COLOIT : #M6m PC Q PLX o POWDER COAT PAINT; "CARDINAL INDUSTRAIL FINISHES ", TEL : (425) 483- 5665; COLOR : T002 WH08 (WHITE - 20% GLOSS) DECORATIVE CAST RESIN ACRYLIC; 1/2" THK; 3FORM, INC. - 'TIGER THATCH" (GRAIN PERPEDICULAR TO 8;10' SIDE) WITH "SANDSTONE" (SOFT, SANDBLASTED LOOK) INNER LAYER & "PATENT" (CLEAR, GLOSSY, GLASS LIKE) OUTER LAYER - CONTACT : CHRISTINA BELTRAN - TEL : (310) 686 -4261 OR (801) 649 -2662/ FURNISHED BY OWNER, G.C. TO INSTALL PLX Q ARCHITECTAND OWNER'S REVIEW AND APPROVAL PS Q PT a PT 01 PT PT 03 PT QT QT 02 CAST RESIN ACRYLIC; 1/4" THK W/ MATT FACE FINISH; COLOR : MATCH "PANDA EXPRESS" RED - SUBMIT SAMPLES FOR SOLID SURFACING PLASTIC; 1/2" THK "CORAIN BY FORMICA CORP. "; COLOR : "GREEN" PER MALL TYP. STANDARD PALETTE EXSFI1NG PAINT; TOUCH UP W/ MATCHING PAINT AS REQUIRED VINYL ACRYLIC INTERIOR LATEX PAINT; BENJAMIN MOORE; REGAL AQUAPEARL NO. W 310 - #AC -141 "ACADIA WHITE" ALKYD INTERIOR ENAMEL PAINT; BENJAMIN MOORE; MOORCRAFT SEMI -GLOSS NO. 271 - COLOR : MATCH "PT -Y' ABOVE INTERIOR FLAT LATEX PAINT; TO MATCH EXISTING PAINT FINISH AT MALL SOFFIT & CEILING AS REQUIRED INTERIOR FLAT LATEX PAINT; TO MATCH EXISTING SURROUNDING WALLS AS REQUIRED / 2\ QUARRY TILE FLOOR; 6" X 6 "; "DAL TILE"; DAL QUARRY TEXTURES SERIES - COLOR : #0T03 "ASHEN GRAY" QUARRY TILE BASE; 6" L X 5 H. X MIN. 3/8" RADIUSED SANITARY COVE BASE SERIES #Q-3565 SERIES; "DAL TILE"; DAL QUARRY TEXTURES SERIES - COLOR : #0T03 "ASHEN GRAY" 9 TOMATCH "QT -Y' ABOVE QT 0 SS 01 SS o ST ST O � 0 0 0 QUARRY TILE BASE; 6" PROVIDED AND INSTALLED BY ADJACENT TENANT STAINLESS STEEL; #4 BRUSHED OR SATIN FINISH STAINLESS STEEL; #8 MIRROR POLISH FINISH ST OE STONE EXISTING "SAYAN" STONE PANEL - FURNISHED & INSTALLED BY LANDLORD STONE 12" X 24" THIN -SET ROUGH LIMESTONE TILES; "EMSER TILE° - EURO BEIGE, STRAITED & CHISELED ENGINEERED STONE; 3/4" THK SLAB; 'ZODIAC)" QUARTZ SURFACE BY DUPONT; COLOR : ARGO GREEN #PM03 WOOD; EXISTING 3/4" STAINED MAPLE TRIM - FURNISHED & INSTALLED BY LANDLORD Co NO FINISH REQUIRED FINISH VARIES; SEE PLANS, ELEVATIONS AND SECTIONS FOR MORE INFORMATION CV EXISTING FINISH BY LANDLORD TO REMAIN; GC. TO PATCH AND REPAIR WITH MATCHING FINISH IF REQUIRED • W O W a 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 X76 CONSULTANT: AitI ATI. STATE O F PROJECT NAME : WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY, SPACE NO. FC -10 TUKWILA, WA 98188 PANDA EXPRESS REF. # Ml- 08- D1189 REVISIONS : NO. DESCRIPTION Job Number : 0744 Drawn by : JB + JP ATLASCHI + ASSOCIATES ARCHITECTS www.A3LA.com T > [ 3 1 0 ] 827 - 3644 F> [31 0] 827 - 3643 Checked by : AA Approved by DATE This doament contans information tary to Atlaschi + Associates Architects Inc, and is furnished n cony for the united pupose of evaluation, biddng or review. This document or its contents may not be used for any other impose and may rot be reproduced or disclosed to others without the prior Written consent of Atlaschi + Associates Architects, Inc. M rights reserved © Copyright 2008 by Atlaschi + Associates Architects, Inc. w CD O SCHEDULES SHEET TITLE : RECEIVED I- CITY OF TUKWILA CID MAY 191008 Z SCALE : AS INDICATED 0 ISSUE DATE : 04-28-2008 PERMIT CENTER SHEET A5.O VOLTAGE 120/208 30, 4W PANEL A LOCATION KITCHEN BUS AMPS 225 - TOP FEED X1 SURFACE MTG.❑ MAIN BREAKER ® A.F. 150 A.T. BOTTOM FEED ❑ FLUSH MTG. El LUGS ONLY ❑ REMARKS DESCRIPTION VOLT -AMPS J U J OUTLETS Um U Y BUS ABC U Y U CO OUTLETS IJ°J VOLT -AMPS DESCRIPTION A B C L R M L R M A B C LTG 910 1 15A 3P • 13 2 *20A /1P 1 li u1 2 20A /3P 1 - 1000 2105 WARMER #3Q-6 WELL LTG 511 3 • 11 20A/1P 3 4 - - - 1000 2105 - LTG - 1187 • 13 -Th -- -N 20A/1P 5 6 - =`e ---17-Th. '�'� r-. ag MA -1 980 1000 - 1/45Z �•�.,•�,•�••�• �• • 500• �. �.•�,��.•� 15A/3P -1, 20A/1P 7 8 20A/3P 1 51 1400 980 WARMER #30-8 -WELL am ,S �� „ MENU BD (LCD TV) 1500 9 7 1 8 0 3 20A /1P 9 10 - - , N - 1400 980 - - PbS•', 7/83A�'`81 • `'-•' "--., ~-•' ` - N---- - •. - - ` ,..."- ..., - i3 20A /1P 11 12 - 1500 - ”" am SHP -1 ® 1400 - MICROWAVE #55 850 13 I A S----- 1 20A /2P 13 14 20A /3P %..._..-", ...__,As..__..- ..,_.�~ — 1 1400 WARMER #3Q-7W - — 850 16 - 15 16 - am 1400 • -- II al g ,� l OUTLET /COMPUTER 750 4 20A /1P 17 - ;' 1400 - -gISR NSQR -14M 1 E. --, ---, - , Ara., --... --, --. --� --- , ,--, -2, 20A/1P 19 20 20A /1P 1 180 ROOF REC. WI FREEZER LTG /CONTROL 1000 1 120A/1P 21 22 20A /1P = mmill1, 2 �. 360 RICE WARMER #55 23 24 �0 1t1= • "A1i1RM-SYS-..•- -FrME” ". "- I - --/". N --"" - _. ..'`-- . - 20A/1P 23 24 20A/1P 1 1600 SNEEZE GUARD #2 i� HOOD LTG 750 • 10 20A /1P 25 26 20A /1P 28 1 1200 REFRIG. 32G -M4 -ANSI: -� - • -,-- - „--- ti ,77-00-- „- .,�,. -- .-- 20A /1P 27 28 2OA /1P 1 1200 PREP. TABLE #34A ,n WI COOLER #31 LTG /CONTROL 500 1 120A/1P 29 30 20A /1P 1 — 660 FREEZER #34D ,i - Ft '- N--' '- � .-. '-. •�d0-- "•� s- . � 15A/2P 31 32 20A /1P 1� UI 2 360 FRYER #210 �� II - 500 - 33 34 20A /2P 1 37 1144 ICE MAKER #1OF MICROWAVE #55 850 1 20A /2P 35 36 - 39 40 1144 - 850 41 42 360 OUTLET/DOOR ,a COMP. RACK 6298 2000 6298 15570 15741 15194 30A /1P 39 40 20A /1P 2 1576 O 45A ," - 2000 - 41 42 20A/1P SPARE SUB TOTALS 6280 7061 6007 5900 8080 7204 SUB TOTALS CONN. PHASE TOTAL A 12180 B 15141 C 13211 CONN. PANEL TOTAL 40532 VA; MAX. CONN. LINE CURRENT 126 AMPS (KVA) PANEL TOTAL 41153 + LC.L (,25) 0.84 = 41.37 KVA; BALANCED CURRENT 115 AMPS; DESIGN LOAD KVA VOLTAGE 277/480 30, 4W, PANEL H LOCATION KITCHEN BUS AMPS 225 TOP FEED Xl SURFACE MTG.❑ MAIN BREAKER Xl A.F. 200A- 3PA.T. BOTTOM FEED ❑ FLUSH MTG. LUGS ONLY ❑ REMARKS DESCRIPTION VOLT -AMPS J U J OUTLETS IRM o CO U Y 1- BUS ABC U 07 OUTLETS J U VOLT -AMPS DESCRIPTION A B C L R M A B C EF -1 3HP & EF-2 (.75HP 2105 1 15A 3P 1 II 2 70A/3P 1 14070 45KVA X'MER - _ 2105 •ill - 3 4 - 14241 - - 2105 - 5 , - S. ' ='N -Th -- -N -'""e '—'4.---•4 =`e ---17-Th. '�'� r-. ag MA -1 980 1 15A/3P 15A/3P 1 1500 BC 51 980 9 7 1 8 0 1500 - , N - 980 • No .. - 11 12 - 1500 - ”" am SHP -1 ® 1 25A/3P 13 I A S----- N ...-- , ."...—. 4 1/4„_..."...._, %..._..-", ...__,As..__..- ..,_.�~ — ® __ — 15 16 am 3213 • - ;' IN 19 20 21 1 . 7 �— = mmill1, �. 23 24 II 27 28 — : : __ � II 33 34 1� UI — � _ 37 38 39 40 IN 41 42 SUB TOTALS 6298 6298 6298 15570 15741 15194 SUB TOTALS CONN. PHASE TOTAL: A 21868 B 22039 C 21492 CONN. PANEL TOTAL 65399 VA MAX. CONN. LINE CURRENT 80 AMPS (KVA) PANEL TOTAL 65 + L.C.L (,25) 2.41 = 67.81 KVA; BALANCED CURRENT 82 AMPS; DESIGN LOAD KVA TO EXITSIGN /EM. LTG II— � il-- c�� C T // * * PANEL NOTES *• PROVIDE LOCK ON DEVICE * * EF -1 & MUA -1 CONTROL DIAGRAM SEE MECH. DWG. PANEL NOTE: PROVIDE COMPLETE TYPEWRITTEN IDENTIFICATION DIRECTORY CARD FOR ALL MAIN AND BRANCH CIRCUITS IN THE PANEL DOOR. KEY NOTES: ® NOT USED. ® PROVIDE CONTINUOUS USE WATER PROOF COVER BOX. PROVIDED (1) 20A-1P SHUNT TRIP BREAKERS IN NEMA 1R ENCLOSURE. TRIPPED BY HOOD CONTROL �Y� `a��'1• PROVIDE J —BOX W/ 1"C FOR DATA LINE CONNECT TO LCD TV CONTROLLER (TYP.) ® VIA TIME SWITCH ABOVE PANEL "A" STOREFRONT SIGNAGE MUST BE ON A SEPARATE CIRCUIT AND A 7 —DAY TIME CLOCK SET TO MALL'S OPERATING HOURS. ® ALL KITCHEN HOODS FIRE SUPPRESSION SYSTEMS SHALL BE CONNECTED TO THE LANDLORD'S FIRE ALARM SYSTEM. FINAL CONNECTION TO THE LANDLORD'S FIRE ALARM SYSTEM MUST BE BY LANDLORD'S APPROVED FIRE ALARM CONTRACTOR AT TENANT'S EXPENSE. (R): EXISTING TO BE RELOCATED. FIELD VERIFY CONDITION OF ALL EXISTING EQUIPMENT. REPAIRED OR REPLACED AS REQUIRED. * NOTE FOR CAT 5E CABLE & 4 JACKS AT COMPUTER TOWER & CASH REGISTER. lEl MNI-I- EXIT 1 SERVICE CO 30AS /NF 'M 8,10,12 (E LEC. WATER HEATER 4.5KW 480V '0 EE PLUMB DWG. (FOR EXACT LOCATION UP TO L EVE L 31 POWER PLAN NOTES: 1. VERIFY ALL HVAC & KITCHEN EQUIPMENT PRIOR TO ROUGH IN PROTECT EXISTING A/C UNIT BRANCH CIRCUITS AND CONNECT TO NEW PANEL AS SHOWN. 2. COMPUTER DATA LINE: ROUTE 1" CONDUIT FROM MANAGER STATION (@24") TO CASH REGISTER (024") W /PULL STRING. 3. PHONE LINE: PULLPHONE WIRE & INSTALL PHONE JACK FOR MAIN PHONE LINE (MANAGER STATION AT 48" , CASH REGISTER 24 ") FAX LINE (MANAGER STATION AT 24 ") CREDIT CARD LINE (CASH REGISTER 24 ") 4. POWER SUPPLY FOR COMPUTER, CASH REGISTER (83, 86, 87A, 81) SHOULD BE ON THE SAME CIRCUIT BREAKER, W/ ORANGE RECEPTACLE. 5. AUDIO /VISUAL ALARMS PLUS SPACE SMOKE DETECTOR(S) SHALL BE INSTALLED AND CONNECTED TO THE MALL FIRE ALARM SYSTEM BY LANDLORD'S CONTRACTOR (SIMPLEX) 0 TENANT'S EXPENSE. 6. MUA -1& EF -1 CONTROL DIAGRAM SEE MECH. HOOD CONTROL PANEL. 7, ALL SIGNS COMPLY WITH NEC CODE W/ DEDICATE NEUTRAL TO ALL SIGN C.B.. 8. THE CONDUIT AT THE PENETRATION OF THE FREEZER /COOLER WILL BE SEALED PER NEC ART 300 -7. SER A- 26,28, A co lEl MALE E GQRR. SER 5KVA X'FMR FLOOR MOUNTED ON PLATFORM IFl MALL COMMON SEA Z „:///////2„, to el 4 v.- r t ,, . ,....... .004-0 \ so red,... ABOVE Y A -2,4,6 ,_� • A -2 4 A -13,15 W 0 1N COOt-ER MANA 5� A -(IO SECURITY CAMERA Ys TO MANAGER STATION (TYPE OF 3) REO �Rl P �iC (2) 1 "CO, TO MANAGER STATION POWER PLAN SCALE: 1/4"=1'-0" 10 11 ATIASCII + ASSOCIATIS ARC■ITICTI www.A3LA.com T> [31 0] 827 - 3644 F> [310] 827 - 3643 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 CONSULTANT: PROJECT NAME : TUKWILA, WA 98188 moo WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY., SPACE NO. FC -10 PANDA EXPRESS REF. # Ml- 08- D1189 REVISIONS : NO. DESCRIPTION Job Nu Drawn by : Approved by : SHEET TITLE : SCALE : 1/4" w 1' -0" ISSUE DATE : 05 -04 -2008 llllll� 1 tlltid 11111111111 ll�tl�4 111.11111 Ilflll! 111111111 DATE 1xMOOT eutma 1e. minx PANDA MAIION LANCILOM OOk&ENIT R. EINC �a wIC LIG FINIBIO MOO CONTROL, MOW MOON mber :0744 Checked by : WINDS 04.01543:108 04. 144008 This document contains information proprietary to Atlaschi + Associates Architects Inc, and is furnished in confidence for the limited purpose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Atlaschi + Associates Archttects, Inc. All rights reserved, © Copyright 2008 by Atlaschi + Associates Architects, Inc. POWER PLAN & PANEL SCHEDULE ECEIVED CITY OF TUKVVILA MAY 191008 PERMIT CENTER ZiCel Arc ProJec007 Protect -CAL Arc107.1 PX construction document1170705 PX tg South Center Mall, Tukwila, WA M1 -01301189 MEP On1A170705r41M17D133E.dwg, 5/512808 31027 PM, Dye TDS4001xpc3 A ' oar. SOW A PANDA EYNON 03 . A WOLOF° =See 044154000 A RANK a WO LIS 04.07.aoos A HOOD 0014MOL MARVA 04-14-100B Job Number : W44 Checked by : Drawn by : Approved by : • LIGHT FIXTURE SCHEDULE ® ® 0 0 0 SYMBOL o O MEM f TYPE A B C D E -1 E -2 F G H J K L L6B DESCRIPTION RECESSED PAR 30 METAL HALIDE DOWNUGHT (FLOOD - 39 W. PAR 30 LAMP) RECESSED ADJUSTABLE DOUBLE LAMP MR -111 HALOGEN ACCENT (WIDE FLOOD - 50 W. LAMPS) SUSPENDED UGHT RAIL SYSTEM W/ RECESSED UGHTS AND SURFACE MOUNTED DECORATIVE PENDANT SHADES SURFACE MTD. INCANDESCENT DECORATIVE PENDANT SHADE RECESSED COMBO LIGHT RAIL W/ (2) PAR 30 METAL HALIDE LAMPS & FLUORSCENT STRIP IN MIDDLE (W/ PARABOOUC LOUVER) RECESSED COMBO LIGHT RAIL W/ (2) PAR 30 METAL HALIDE LAMPS & FLUORSCENT STRIP IN MIDDLE (W/ PARABOOUC LOUVER) wpoRreir CLAW ELME MO, BQONOE 801V. ST HOOP VMPORIIEII' OWE GIM E IMO 80240E 1IW LEGAL awe RECESSED 2' X 4' FLUOR TROFFER W/ CLEAR PRASMATIC ACRYLIC DIFFUSER MANUPR UGHTOUER DELTA UGHT DELTA UGHT DELTA UGHT RSA UGHTING RSA LIGHTING 822400 LA LIGHTING OR APPROVED EQUAL SUM UNE SINGLE -LAMP MINIATURE BARTCO 28 W T -5 FLUOR STRIP UGHT (48" L ) OR APPROVED EQUAL SINGLE FACE, BACK MTD. EXIT/ EMER- SURE -CITES GENCY LT. COMBO W/ BATTERY PACK SELF - CONTAINED, WALL MOUNTED EMERGENCY BATTERY UNIT W/ 2 UGHT HEADS SURE - CITES MODEL NO, C6P30MH + CLW + C639 MHE1 (1 X 39 W. PAR 30 MTL HALIDE LAMP WI 120 V. ELECT. BALLAST) 2XQR- LP111 + FRONT GLASS 111 +50W (2 X 50 W MR 111 LAMPS & CLEAR COVER GLASS & CUP ON ACCESSORIES HOLDER RING - MOUNTED INSIDE NB 300 SUSPENDED RAIL EXTRUSION SYSTEM) NOBODY 300 SERIES W/ RB 211 - (2) AR 111 RECESSED LAMP MODULES AND "JETSI -S" DECORATIVE PENDANT SHADES "JET -S" SERIES W/ 60W. "A" LAMP W/ 3 METER LONG CABLE SUSPENSION KIT TO BE INSTALLED ON TYPE "C" SUSPENDED RAIL SYSTEM - SEE ABOVE CR230M39 - F - T528 - BK - S - 120 (2 UGHT 39 W -, PAR 30 MH W/ 1 CENTER 28 W T5 FLUOR CELL) CR230M39- F- T535 -BK -S -120 (2 UGHT 39 W -, PAR 30 MH W/ 1 CENTER 35 W. T5 FLUOR CELL) MOM 0Q - VC,P rw 443OE AMER PLATE GHL320- 4- 41R - FSW- PA -ESB -277 (4 - T8 LAMPS & ELECTRONIC BALLAST) MI T5 -TT -28 -120 (W/ T5 INTEGRAL ELECTRONIC BALLAST) CCX- 31 -GWH (CEILING MTD. - SINGLE FACE 'GREEN" ON WHITE/ NO ARROWS ) CC - 6 - WH (WALL MOUNTED) SELF - CONTAINED, WALL MOUNTED MIRRORLTTE MIR -SD M EMERGENCY BATTERY UNIT W/ 2 ( CEIUNG MOUNTED) 4 -- - Nva — N' -1, q "Th. - „ - 1' � v - � - 1� -,•� -- Y� ---- — N. --,� WALK—IN COOLER FLUORESCENT LIGHT, KASON FIXTURE: #1810F00048 120V. 48” 2x64W PARTS NO. FRAME -IN KIT : C639MHE1 (120W 39W) REFLECTOR TRIM : CLW - WI- FTE FLANGE W/ SPECULAR CLEAR REFLECTOR) FIXTURE : 268 61 232 NB300 - RB 211 SERIES ACCESSORIES HOLDER : 201 27 99 B CUP 111 B - SERIES GLASS COVER : 201 17 00 FRONT GLASS 111 - SERIES LIGHT RAIL : 268 00 00 ANO SUSP. CABLE : 268 09 06 ANO NB300 - PROFILE ANO SERIES END CAP : 268 03 01 ALU CUP 111 B - SERIES CUSTOM CORNER : VERIFY ANGLE FIXTURE : 271 61 21 3m "JETI -S" SERIES ACCESSORIES FOR UGHT RAIL MOUNTING AS NEEDED FIXTURE : CR230M39 "COMBO CLASSIC PAR 30 MH 39 W. SERIES" ACCESSORIE : PARABOUC LOUVERS W/ CLEAR ACRYUC LENS FIXTURE : CR230M39 "COMBO CLASSIC PAR 30 MH 39 W. SERIES" ACCESSORIE : PARABOUC LOUVERS W/ CLEAR ACRYLIC LENS BY HOOD MANUFACTURER FINISH TRIM : WHITE REFLECTOR : SPECULAR CLEAR FIXTURE : BLACK ACCESSORIES HOLDER : BLACK CLEAR ANODIZED ALUM. CANOPY : SILVER SHADE : WHITE INSIDE/ FIXTURES : BLACK TRIM : INDUSTRAIL SILVER INSIDE/ FIXTURES : BLACK TRIM : INDUSTRAIL SILVER =BE : MANIC ' civr 1 et:MD : OPST ALMA 110111 :E LEE : O6AR MAW WHITE HOUSING : WHITE LETTERS : GREEN WHITE WHITE 39 60 120 # CDM35/ PAR3OL/ M/ FL (FLOOD) N/A LAMP PHIWPS - 35 W. "MASTER COLOR' PAR 30L CERAMIC MTL HAUDE OSRAM SYLVANIA - 50 W. MR111 HALOGEN W/ ALUM. REFLECTOR (25 FLOOD) # 50AR111/ FL25 (2) LAMP REQUIRED PER FIXTURE N /A NDr APRIOPOLE PHIWPS 60W. " HALOGENA" BT -15 FROSTED 120 VOLT 120 # BC6OBT 15/ HAL/ W PHIWPS - 35 W. "MASTER COLOR" PAR 30L CERAMIC MTL HALIDE # CDM35/ PAR3OL/ M/ FL (FLOOD) "SILHOUt I I t" 28 W T5 FLUOR #F28T5/ 835/ ALTO (3500 K TEMP) PHIWPS - 35 W "MASTER COLOR" PAR 30L CERAMIC MTL HAUDE # CDM35/ PARSOL/ M/ FL (FLOOD) "SILHOUE I I t" 35 W. T5 FLUOR #F35T5/ 835 (3500 K TEMP) BY HOOD MANUFACTURER PHIWPS - 60W. "HALOGENA" BT -15 FROSTED 120 VOLT 20 # 60 BT15/ HAL/ SW (HALOGENA) 120 GENERAL ELECTRIC - (4) 32 W. T8 4100K FLUOR STRIP (48" L) # F32 T8/ SPX41 (4 REQ'D) PHILIPS - "SILHOUETTE" 28 W. T5 FLUOR 3500K FLUOR STRIP (48'9 #F28T5/ 835 / ALTO (3500 K TEMP) AC INCANDSECENT : (2) 145V, 15W T6 CANDELBRA BASE LAMPS PER MANUFACTURER (2) - PAR 36 LAMPS REMARKS (SEE LEFT) 0 • 00 O 00 10 O 0 0 O 0 O 0 0 12 O 0 70 PER MANUFACTURER (2 - 35W MR16 2 ---�� --�-•. �--� - Y-� 120 - `- -�� -~ -�. -� --� 120V AUTO TIME SWITCH T /C -1 I I $ 1 0 (0 -2 HRS OVERRIDE) LIGHTING CONTACTOR PANEL "A "--II— LTG 0 LIGHTING CONTROL WIRING DIAGRAM 1. T /C: AUTO TIME SWITCH SHALL BE #EW101 OR EQUAL C: LIGHTING CONTACTOR, 120V COIL, 30A POLE, NO. OF POLE AS REQUIRED. LIGHTING CONTACTOR SHALL BE SQUARE —D "LG" SERIES OR EQUAL LANDLORD NOTES TENANT'S LIGHTING AND LIGHTING CONTROLS SYSTEM SHALL COMPLY WITH THE WASHINGTON STATE NON-- RESIDENTIAL ENERGY CODE. 2, STOREFRONT SIGNAGE AND LIGHTING TIME CLOCKS SHALL BE SET TO MALL'S OPERATING HOURS. 3. TENANT SHALL INSTALL RECESSED LIGHTING IN CEILING AND DOOR BELL LOCATED AT 3' -6" ABOVE FINISHED FLOOR AT TENANT REAR ACCESS DOOR ALCOVE. KEY NOTES 1O VIA LIGHTING CONTACTOR. PROVIDE ADDTIONAL CONDUCTORS FOR EMERGENCY LIGHTING AND EXIT SIGN. 20 0-2 HOURS TIME SWITCH FOR LIGHTING OVERRIDE. LIGHTING PLAN SCALE: 1 /4 " =1 ' -0" LIGHT FIXTURE SCHEDULE KEYNOTES : �1 CONTACT MANUFACTURER'S LOCAL REP FOR FINALIZING THE SPECIFICATIONS AND EXACT PART NUMBERS FOR ALL "DELTA UGHT" PRODUCTS: CONTACT : ANYA ORTEL PERFORMANCE LIGHTING SYSTEMS IRVINE, CA OFFICE : (800) 352 -3055 MOBILE : (310) 739 -2315 O2 VERIFY COMPATIBILITY OF LAMP SPECIFIED WITH THE UGHT FIXTURE & BALLAST TYPE PROVIDED BY THE MANUFACTURER PRIOR TO BIDDING OR ORDERING - NOT NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. Q3 NO SUBSTITUTION FOR LIGHT FIXTURES AND LAMPS SPECIFIED IS GRANTED WITHOUT PRIOR WRITTEN APPROVAL OF THE ARCHITECT. a4 FIXTURE TO INCLUDE SHATTERPROOF SAFETY GLASS INSTALLED BY THE MANUFACTURER - G.C. TO VERIFY 0 ELECT. CONTRACTOR TO FURNISH & INSTALL LIGHT FIXTURE, TRACK, LAMP, POWER FEEDS, CONNECTORS & MISC. HARDWARE AS REQ'D. FOR INSTALLATION. PROVIDE "RAPID START' ELECTRONIC BALLAST 0 SEE REFLECTED CEIUNG PLAN, ARCHITECTURAL PLANS & DETAILS FOR MORE INFORMATION. Q8 FIELD VERIFY HOUSING AND BALLAST SIZE AND INSTALLATION CLEARANCE REQUIRE- MENTS DUE TO CLEARANCE LIMITATIONS WITH EXISTING CONSTRUCTION PRIOR TO ORDERING. 0 CONCEALED ULTRA -SLIM PROFILE FLUORESCENT STRIP TO ACT AS BACK UGHT FOR DECORATIVE RESIN PANEL AT TOP OF WALL - TO BE MOUNTED AT TOP AND BOTTOM INSIDE RECESSED COVES - PROVIDE ACCESS FROM BACK -SEE ARCHITECTURAL DETAILS. 10 INSTALL BOTTOM OF LIGHT RAIL AT 9' -0" A.F.F. WITH CABLE SUSPENSION KIT AND STRAIGHT CABLE POWER SUPPLY OPTION - TYPES "B" AND "D" UGHT FIXTURES TO BE MOUNTED IN THE LIGHT RAIL PER MANUFACTURER'S STANDARD CATALOG OPTIONS AND DETAILS - SEE ARCHITECTURAL PLANS FOR DETAILS, 11 INSTALL BOTTOM OF SHADE AT 6' -6" AF,F. - SUSPENDED PENDANT FIXTURE SHALL BE INSTALLED ON SUSPENDED UGHT RAIL SYSTEM PER MAUFACTURER'S STANDARD CATALOG OPTIONS AND DET IALS - SEE ARCHITECTURAL PLANS FOR DETAILS, 12 UGHT FIXTURE & LAMP TO BE FURNISHED BY HOOD MANUFACTURER - G.C. TO VERIFY. K STORAGE N.I.C. ) MALL STAIRS ( N.I.C. ) EXIT/ SERVICE (E) MALL EXIT/ SERVICE CORR. D1 WALK IN COOLER MANAGER'S STATION REGISTER/ PICK UP �•S 11 , IIIIIiIIIG III 11 IIIIU CONSULTANT: PROJECT NAME : REVISIONS NO. DESCRIPTION SHEET TITLE : LIGHTING PLAN IJ14111 HE JllPUlllil IIllll 1IfIJ1 V11V411IJ SCALE : 1/4" =1-0" ISSUE DATE : 05 -04 -2008 ATIA$CII • ASIOCIATII w@c■ITICTI www.A3LA.com T> [310] 827 - 3644 F > [ 3 1 0 ] 827 - 3643 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY., SPACE NO. FC -10 TUKWILA, WA 98188 PANDA EXPRESS REF. # Ml- 08- D1189 This document contains information proerietary to Atlaschi + Associates Architects Inc. and is furnished in confluence for the limited purpose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Atlaschi + Associates Architects, Inc. All rights reserved. © Copyright 2008 by Atlaschi + Associates Architects, Inc. DATE RECEIVED CITY OF TUKWILA MAY 19 2008 PERMIT CENTER Z:1Cal Arc ProJech07 Project -CAL Ardl07 -1 PX concstructlon documant1170705 PX CO South Center Mall, Tukwila, WA M1-084)1189 MEP Only\1707O5r41M17D133E.dwg, 5152008 3:11.34 PM, OM TDS4001 xpc3 ELECTRICAL DESCRIPTION D DIRECT CONNECTION 0 OWNER(PANDA EXPRESS, INC.) S SERVING AREA C CONVENIENT OUTLET GC GENERAL CONTRACTOR K KITCHEN FS FLOOR STUB OUT EC ELECTRICAL CONTRACTOR (E) EXISTING DC DROPPED CORD KEC KITCHEN EQUIPMENT CONTRACTOR CONNECTION LOAD PHASE H.P. VOLTS REMARKS DIMENSIONS MANUFACTURE MODEL # EQUIPMENT NO. R.I.H. TYPE WATT WxDxH(0xH) SERVING AREA EQUIPMENT SEE DETAIL SEE PLAN KEC CUSTOM SERVICE COUNTER 1 24" F 1500W 1 115 SEE DETAIL SEE PLAN KEC CUSTOM SNEEZE GUARD 2 24" F 1200W 3 208 0 16" APW — ROUND FOOD WELL, 17Q 36 24" F 500W 3 208 0 14" APW — ROUND FOOD WELL, 11Q 3Q 24" F 500W 3 208 0 10" APW — ROUND FOOD WELL, 7Q 3R 13" C 1A 1 115 23 "x23 "x32 1/4" CORNELIUS CB2323 —AK8 DROP -IN BEVERAGE DISPENSER 4A 96" C 7.2A 1 115 ON S/S SHELF 15 "x11 "X16" CORNEUUS CARBONATOR 4B 29 "x18" CORNELIUS SODA RACK 4C ON 6" CURB 020" CO2 TANK 4D SEE ELEV. DWG 24 "x18" KEC CARBONATOR SHELF 4E WALL MOUNT 2O "x4 "x20" EVERPURE WATER FILTER 4F 24 "x22 "x6 1/2" KEC CUSTOM 24" COLD PAN 5B W/TOWEL & SOAP BACKCOUNTER W/ SINK 6A 64" D 1 1A 1 20s /230 ICE BIN: SP632SS 30"X 31 1/2"X 63 1/2" HOSHIZAKI KM900MAH 1300 LBS. ICE MACHINE 1OF KITCHEN EQUIPMENT SEE DETAIL 93 "x42" KEC CUSTOM 93" CHINESE RANGE (L) 20A SEE DETAIL 42 "x42" KEC CUSTOM 42" CHINESE RANGE 20Q 30" C 1 115 5 1 /2' X 34 1/2" (E,cH) FRYMASTER MJ45 FRYER (2) 21 D 30" C 11A 1 115 35.5 "X30.4 "X32.75" RATIONAL CPC 61 GAS COMBI OVEN 24E FS C 15A 1 120 NEMA 5 -20P 19.9 "X34.5"X41.3" WINSTON HA4005 RICE HOLDING CABINET 24H 22 "0x15" RINNAI PER -55A —N RICE COOKER 25A 18 "x 33" x 24" KEC CUSTOM RICE COOKER STAND 26A 130" D 500W 1 1.5 115/208 SEE PLAN KEC CUSTOM WALK -IN COOLER UNIT 31 130" D 500W 1 1.5 115/208 SEE PLAN KEC CUSTOM WALK -IN FREEZER UNIT 32 FS C 8.5A 1 1/3 115 SELF CONTAINED 27"X30 "X36" RANDELL 9404E 27" WORKTOP FREEZER 32G FS C 12A 1 1 /2 115 SELF CONTAINED 84 "x33 "x35" RANDELL 9050K -7 84" REF. PREP. TABLE 34A FS C 5.5A 1 1/4 115 SELF CONTAINED 32 "x32.75 "x36" RANDELL 9412 -32 -7 32" REF. PREP. TABLE 34H 100 "X30" KEC CUSTOM— (PS -100L) 114" POT SINK 40A 1 COMPARTMENT 42 "x30" KEC CUSTOM— (VS -42) 42" VEGETABLE SINK (L) 41Ja 1 COMPARTMENT 42 "x30" KEC CUSTOM— (VS -42) 42" VEGETABLE SINK (R) 41Jb S.S. (NO BKSPL) SEE PLAN KEC CUSTOM WORK TABLE (ISLAND) 42A 18GA POLISHED (WALL MTD. 0 59" A.F.F.) SEE PLAN KEC CUSTOM (NSF) 12 "D S.S. WALL MTD. SHELF 43A 180A POLISHED (WALL MTD. @ 71" A.F.F.) SEE PLAN KEC CUSTOM (NSF) 16 "D S.S. WALL MTD. SHELF 43B 4 SHELVES MTD. @ 8" A.F.F., 26" A.F.F., 54" A.F.F., 72" A.F.F. SEE PLAN GOLD BOND VARIES 18 "D WIRE SHELVES 44A 4 SHELVES MTD. @ 36" A.F.F., 48" A.F.F., 60" A.F.F., 72" AF.F. 24" X 36" GOLD BOND VARIES 24 "D WIRE SHELVES 440 3 SHELVES MTD. @ 36" A.F.F., 54" A.F.F., 72" A.F.F. 24" X 42" 50" C 1 1/3 115 12 1/2"x21" GENERAL GSM -1/66 FOOD PROCESSOR 45A SMALL EQUIPMENT WALL SHELF BY OTHER CUSTOM DETERGENT SHELF 51A 24" C 100W 1 115 ON S.S. COUNTER 160 AROMA ARS -1055S RICE WARMER 54 DC 1600W 1 208 PLUG: NEMA 6 -15R 20 1/8"X13 1/4"X16 1/2" SHARP R -23GT MICROWAVE 55 AS REQUIRED BY LOCAL FIRE DEPT., CHECK LOCATION WM-I PROJECT MANAGER FIRE EXTINGUISHER 56 W/TOWEL & SOAP 14 1/4 "x18 1/2" EAGLE HSA -10 —FK HAND SINK 57B SEE DETAIL KEC PAPER TOWEL & SOAP DISPENSEF 58 WALL MOUNT 12 "x15 "x78" KEC 5 — TIER LOCKER (2) 61A 20 "x2D "( +4")x23" USA SAFE B2320WD —LG6 SAFE 62A _ POS EQUIPMENT 24" C 500W 1 115 CUSTOM 11 1/4 "x14 1/2 "x9" RESNOS S 460 CASH REGISTER SYSTEM (2) 81 50" C 100W 1 115 SEE DETAIL CUSTOM COMPUTER 83A 48" X 28" X 42" KEC CUSTOM MANAGER STATION 84C 24" C 50W 1 115 SEE PLAN POS PRINTERS (2) 86A 50" C 50W 1 115 FAX 87 MEP EQUIPMENT 132" D 1000W 115 SEE MECH. DWG. SEE PLAN CAPTIVE AIR CUSTOM EXHAUST HOOD M1 SEE MECH. DWG. 12" X 6" X 18" CAPTIVE AIR CUSTOM HOOD CONTROL PANEL M4 SEE MECH. DWG 24 "x24" CAPTIVE AIR CUSTOM FIRE SUPPRESSION SYSTEM M6 FLOOR TYPE 24" X 24" X 10 MOLDED STONE MSB2424 MOP SINK P1 30" C 115 SEE PLUMBING DWG GAS WATER HEATER P2 84" C 100W 1 115 IN S.S. COUNTER SEE PLAN MUSIC EQUIPMENT /SHELF E1A SEE CEILING PLAN MUSIC SPEAKER E1B 44 " J —BOX 50W 1 115 SEE PLAN DOOR BELL E3 W/ DOME BASE SEE PLAN PANASONIC M-336 CCD SECURITY CAMERA E4A 84" C 50W 1 115 W/ EMI LOCK SEE PLAN TOSHIBA (TIME LAPSE) SECURITY VCR E4B SEE ELEC. DWG ELECTRICAL PANEL E7 SIGNAGE VERIFY D 20A 1 1 15 SEE SIGN DWG DETAIL CUSTOM I.D. SIGN S1 VERIFY D 200W 1 115 SEE SIGN DWG DETAIL CUSTOM LOGO S2 VERIFY D 500W 1 115 SEE SIGN DWG DETAIL CUSTOM LCD MENU BOARD S6 / 'T Y1' �Y1'� Yom' V1 ^� s vTTh 'V''1 EQUIPMENT SCHEDULE l 7 7 i i firr _13,15,17 TO L ROOF PLAN NOTES: 1. ALL EQUIPMENT ON ROOF SHALL BE WEATHERPROOF. 2. ALL WIRING ROUTED ON ROOF SHALL HAVE TYPE THW INSULATION, EXCEPT AS NOTED OTHERWISE. 3. VERIFY EXACT LOCATION OF ALL EQUIPMENT & CONNECTION POINTS WITH AIR CONDITIONING & REFRIGERATION CONTRACTORS. 4. PROVIDE PERMANENT IDENTIFICATION, PAINT OR ENGRAVED NAMEPLATES, ON DISCONNECT SWITCHES & CONTROL EQUIPMENT, WHERE NOT OBVIOUS MARKING PEN OR TAPE ARE NOT ACCEPTABLE. 5. SEE MECHANICAL SHEET "M -1.0" FOR EXACT LOCATIONS OF MECHANICAL EQUIPMENT AND STUB —UP LOCATIONS. 6. SEE MECHANICAL DWG. FOR AIR CONDITIONING CONTROL WIRING. 7. ALL CONNECTIONS TO AIR CONDITIONING EQUIPMENT SHALL BE MADE WITH SEALTITE FLEX. 8. ELECTRICAL CONTRACTOR SHALL INSTALL LOW VOLTAGE CONTROL WIRING FOR AIR CONDITIONING UNITS. AIR CONDITIONING CONTRACTOR SHALL MAKE FINAL CONNECTIONS AT T —STATS & AIR CONDITIONING UNITS, TYPICAL. 9. ALL LOW VOLTAGE WIRING SHALL BE COLOR CODED AS DIRECTED BY AIR CONDITIONING CONTRACTOR. 10. ALL CONDUITS PROJECTING THROUGH ROOF MUST HAVE G.I. ROOF JACKS INSTALLED BEFORE ANY ROOFING IS INSTALLED. ROOFER SHALL ROOF IN JACKS. APPLYING JACKS AFTER ROOFING HAS BEEN COMPLETED IS NOT PERMITTED 11. ELECTRICAL CONTRACTOR SHALL INSTALL & SEAL COUNTER FLASHING ON ALL CONDUITS. 12. ALL CONDUITS TO EQUIPMENT ON ROOF SHALL BE ROUTED IN SPACE ABOVE CEILING & STUBBED UP AS NEAR AS POSSIBLE TO POINT OF CONNECTION. DO NOT ROUTE CONDUITS ON ROOF EXCEPT AS REQUIRED FROM STUB UP LOCATION. ALSO VERIFY EXACT CONNECTION POINT IN UNITS WITH AIR CONDITIONING CONTRACTOR. CONNECTION POINT MAY NOT BE AT POINT OF ENTRY TO EQUIPMENT. s Th I AF 30AS /NF NEMA -3R A -20 ' / TO I 1 } ( 30A NEMA— mTh �r it r I ROOF PLAN SCALE: 1 /4 " =1' -0" 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 CONSULTANT: PROJECT NAME : �ON WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY., SPACE NO. FC -10 TUKWILA, WA 98188 REVISIONS : NO. DESCRIPTION Job N ATIASCUI + ASSOCIATIS AIIC■ITICTI www.A3LA.com T> [31 0] 827 - 3644 F> [31 0] 827 - 3643 PANDA EXPRESS REF. # Ml- 08- D1189 MUM & RUG DEPT. OUBIETAL PANDA FE113DH L,AIc 0014E30 & WW LTG MOON HOOD CONTROL MOM NAM mber : 0/44 Checked by: Drawn by : Approved by : This document contains information proprietary to Atlaschi + Associates Architects In and is furnished in confidence for the limited purpose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Atlaschi + Associates Architects, Inc. All rights reserved. © Copyright 2008 by Atlaschi + Associates Architects, Inc. SHEET TITLE : ROOF PLAND & EQUIPMENT SCHEDULE RECE=IVED CITY OF TUKWILA SCALE : 1/4" =1' -0" MAY 19 2008 ISSUE DATE : 05 -04 -2008 PERMIT CENTER Pli11[11 Id1!PIIUI 1[111111 1111111 �l!111llillf DATE Q SCAM 040r4008 04-144008 Z: Cal Arc ProJect\07 Project -CAI. Arol07 -1 PX construction document\170705 PX a South Center Mall, Tukwila, WA M1-08 -D1189 MEP OnIy1170705r41M17D133E.dwg, 5/5/2008 31102 FM, O� TOS4001. p 3 1. ELECTRICAL CONTRACTOR SHALL UTILIZE LANDLORD PROVIDED FUSED DISCONNECT SWITCH LOCATED WITHIN THE TENANT SPACE, ON BACK WALL, FOR TEMPORARY ELECTRICAL FOR CONSTRUCTION. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY TRANSFORMER AND PANEL AS REQUIRED WITHIN TENANT SPACE. 2. LANDLORD PROVIDED 200 AMP MAIN DISCONNECT MEANS FOR TENANT IN A LANDLORD ELECTRICAL ROOM AS WELL AS CONDUIT AND CONDUCTORS (FEEDER) FROM THE MAIN DISCONNECT MEANS TO A LANDLORD PROVIDED 200 AMP FUSED DISCONNECT SWITCH LOCATED WITHIN THE TENANT SPACE. IF NEEDED TO ACCOMMODATE TENANT CONSTRUCTION, THE TENANT SHALL RELOCATE THE LANDLORD PROVIDED DISCONNECT SWITCH AND ASSOCIATED FEEDER. TENANT SHALL FURNISH AND INSTALL CONDUIT AND CONDUCTORS FROM FUSED DISCONNECT SWITCH TO TENANTS' MAIN FUSED DISCONNECT SWITCH OR MAIN CIRCUIT BREAKER EQUIPPED PANELBOARD. 3. LAND PROVIDED MASTER METERING EQUIPMENT IN THE LANDLORD'S ELECTRICAL ROOM. THE LANDLORD -OWNED NETWORK METERING SYSTEM WILL METER TENANT POWER CONSUMPTION. 4. TENANT'S ELECTRICAL CONTRACTOR SHALL FURNISH AN IDENTIFICATION NAMEPLATE ON TENANT'S MAN DISCONNECT SWITCH IN LANDLORD'S SWITCHBOARD. NAMEPLATES SHALL BE ONE-EIGHTH INCH (1/8 ") THICK PLASTIC, BLACK ON WHITE AND ETCHED LLIIERS. THE MINIMUM SIZE SHALL BE ONE INCH (1 ") WITH ONLY THE TENANT'S SPACE NUMBER ENGRAVED ON SUCH, PERMANENTLY AFFIXED. 5. LANDLORD WILL PROVIDE A COMMUNICATION CABLE TRAY LOCATED IN THE UTILITY CORRIDOR FOR TENANT'S USE. NO CONDUIT WILL BE PROVIDED. LANDLORD WILL PROVIDE A COMMUNICATIONS TERMINAL BOARD WITHIN EACH LANDLORD ELECTRICAL ROOM. TENANT SHALL PROVIDE AND INSTALL A COMPLETE TELEPHONE SERVICE SUPPORT FACILITIES AS REQUIRED BY THE SERVING TELEPHONE COMPANY. ALL TENANT TELEPHONE EQUIPMENT SHALL BE CONTAINED WITHIN THE TENANT'S SPACE. TENANT'S TELEPHONE EQUIPMENT IS NOT PERMITTED IN LANDLORD'S TELEPHONE EQUIPMENT ROOM. TENANT SHALL PROVIDE PLENUM RATED WIRE FROM THE TELEPHONE ROOM TO THE TENANT'S TELEPHONE EQUIPMENT WITHIN THE DEMISED PREMISES UTILIZING THE LANDLORD SUPPLIED CABLE TRAY. ANY CORRIDOR WALL PENETRATIONS WILL NEED TO BE FIRE CAULKED AS REQUIRED. 6. LANDLORD SHALL FURNISH AND INSTALL ONE FIRE ALARM JUNCTION BOX INSIDE THE DEMISED PREMISES FOR EACH TENANT'S USE IN CONNECTING THEIR INDIVIDUAL FIRE ALARM SYSTEMS OR COMPONENTS. TENANT SHALL FURNISH AND INSTALL ALL NECESSARY INITIATION DEVICES, ANNUNCIATION DEVICES AND CONTROLS AS REQUIRED BY LOCAL AUTHORITY HAVE JURISDICTION. TENANT SHALL CONTRACT WITH LANDLORD'S DESIGNED FIRE ALARM CONTRACTOR FOR DESIGN, PROGRAMMING AND FINAL CONNECTIONS TO LANDLORD'S FIRE ALARM SYSTEM AT TENANT'S EXPENSE. TENANT SHALL USE ONLY LANDLORD'S DESIGNATED FIRE ALARM CONTRACTOR SPECIFIED EQUIPMENT TO ENSURE COMPATIBILITY WITH LANDLORD'S FIRE ALARM SYSTEM. A COPY OF FIRE ALARM DRAWINGS SHALL BE ISSUED TO THE LOCAL FIRE MARSHAL'S OFFICE. 7. NO ATTACHMENT OR SUPPORT FROM ANY ROOF DECK IS ALLOWED. HANGERS, CLAMPS AND SUPPORTS SHALL BE FASTENED TO BAR JOISTS OR BEAMS ONLY. LANDLORD NOTE SCALE: NO SCALE 4 4...._..".... j 314' DIA. CONDUIT-ONLY, PROVIDED AND INSTALLED BY ELECTRICAL. CONTRACTOR EXTEND CONDUIT, INSIDE WALL, TO ABOVE ASE CELNQ SPACE PROVIDE 4 OCTAGONAL JUNCTION BOX WITH SCREW THREADS SET AT THE 2 + 8 O'CLOCK POSITIONS REMOTE FIRE PULL STATION. CABLE, AND ANY OTHER MISCELLANEOUS EQUIPMENT SHALL BE PROVIDED BY OTHERS ANSUL PULL STATION DETAIL SCALE: NO SCALE 5 3 HOME RUN TO PANEL. CIRCUIT NUMBERS, PHASE, NEUTRAL AND GROUND 1 CONDUCTORS INDICATED. ALL CONDUCTORS TO BE #12 EXCEPT WHERE NOTED. 1 PARTIAL CIRCUIT CONDUIT INSTALLED CONCEALED ABOVE CEILING OR IN WALL - - - - - - CONDUIT INSTALLED CONCEALED BELOW FLOOR SLAB OR UNDERGROUND FLUORESCENT LIGHT FIXTURE • 1 0 NF A.F.F. NL WP +12" TRACK LIGHT FIXTURE RECESSED LIGHT FIXTURE EXIT LIGHT, MOUNT +7' -6" OR AS NOTED EMERGENCY BATTERY UNIT WITH HEADS, TOP OF UNIT TO BE 6" BELOW CEILING SINGLE POLE SWITCH, +3' -10" OR AS NOTED (PL= SWITCH W/ PILOT LIGHT) 20 AMP DUPLEX RECEPTACLE, +18" OR AS NOTED FOURPLEX RECEPTACLE, +18" OR AS NOTED JUNCTION BOX TELEPHONE OUTLET, +18" W/ 1/2" CONDUIT TO ABOVE CEILING DISCONNECT SWITCH, (PROVIDED BY ELECTRICAL CONTRACTOR) DISCONNECT SWITCH FURNISHED WITH EQUIPMENT.(INSTALLED BY ELECTRICAL CONTRACTOR) MOTOR CONNECTION PANELBOARD, TOP 6' -0" DROP CORD RECEPTACLE SOLENOID VALVE - FURNISHED & INSTALLED BY OTHERS, E.C. TO MAKE ALL FINAL CONNECTIONS. NON -FUSED ABOVE FINISHED FLOOR NIGHT LIGHT (NON- SWITCHED FIXTURE) WEATHERPROOF HEIGHT ABOVE FLOOR TO CENTER LINE OF OUTLET BOX ELECTRICAL SYMBOLS LEGEND SCALE: NO SCALE 1. THIS INSTALLATION SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, APPLICABLE SECTIONS OF OTHER NFPA, OSHA, LIFE SAFETY CODES AND RECOMMENDATIONS, AND THE INTERIM AMENDMENTS. 2. THIS CONTRACTOR SHALL DO ALL ALTERATIONS AND REWORK INDICATED AND /OR REQUIRED FOR THE PROPER INSTALLATION AND OPERATION OF ALL EXISTING ELECTRICAL SYSTEMS, INTEGRATING THE NEW AND EXISTING AREAS. 3. ALL CONDUIT INSTALLED INDOORS TO BE ELECTRICAL METALLIC TUBING (EMT), MINIMUM 3/4" OR AS NOTED OTHERWISE ALL WIRE MUST BE COPPER WITH 600 VOLT INSULATION. MINIMUM WIRE SIZE IS 412. ALL WIRE OF ANY TYPE MUST BE RUN IN CONDUIT. ROMEX AND BX CABLE ARE NOT PERMITTED. MC OR FLEXIBLE CONDUIT MAY ONLY BE USED FOR FINAL CONNECTIONS, NOT EXCEEDING 4 FEET. PVC IS NOT PERMITTED. 4. CONDUCTORS INSTALLED INDOORS, *10 AWG AND SMALLER, TO BE SOLID, COPPER, TYPE 'THHN" (MINIMUM 412). CONDUCTORS $8 AND LARGER TO BE TYPE "THWN", STRANDED, COPPER 5. LIGHT SWITCHES TO BE 20 AMP EQUAL TO HUBBELL #CS120I WITH STAINLESS STEEL PLATES. RECEPTACLES TO BE 120 VOLT, 20 AMP EQUAL TO HUBBELL *5362 WITH STAINLESS STEEL PLATES. 6. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT PLACEMENT OF LIGIIT FIXTURES AND ANY OTHER EQUIPMENT INSTALLED IN CEILING SYSTEM. 7. ELECTRICAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BIDDING. 8. ELECTRICAL CONTRACTOR TO PROVIDE TEMPORARY ELECTRICAL POWER AS REQUIRED FOR CONSTRUCTION. 9. ELECTRICAL PANEL TO BE PANELBOARD CONSTRUCTION EOUAL TO SQUARE "D" WITH BOLT -IN BREAKERS. ALL PANELS, DISCONNECTS -I- CONTROLS SHALL BE FULLY IDENTIFIED + LABELED. PROVIDE ELECTRICAL PANELS WITH A COMPLETE PANEL SCHEDULE WHICH IS FULLY TYPED AND IN PROTECTIVE PLASTIC SLF_EVING. ACCEPTABLE MANUFACTURERS FOR SWITCHCEAR, PANELS -I- MOTOR CONTROLS INCLUDE: CUTLER HAMMER GE., SOUARE -D, OR EOUAL 10. 11- 12. 13. 14- ALL ABANDONED CONDUIT IN, OR SERVING, THE SPACE MUST BE REMOVED. ALL ELECTRICAL MATERIALS MUST BE NEW UNLESS OTHERWISE SPECIFICALLY APPROVED BY THE LANDLORD ON TENANTS DRAWINGS. ANY WORK PERFORMED WTTHIN THE LANDLORDS SWITCHGEAR SHALL BE PERFORMED BY THE LANDLORDS ELECTRICAL CONTRACTOR OR UNDER THE DIRECT SUPERVISION OF THE LANDLORDS ELECTRICAL CONTRACTOR AT THE THE TENANTS CONTRACTOR'S EXPENSE. TOTAL ELECTRICAL INSTALLATION IS TO CONFORM TO ALL LANDLORD DESIGN AND CONSTRUCTION STANDARDS. TELEPHONE SERVICE SHALL BE EXTENDED FROM THE LANDLORD'S MAIN DISTRIBUTION PANEL TO THE SPACE. COORDINATE WITH LANDLORD'S REPRESENTATIVE. 15. ELECTRICAL CONTRACTOR TO VERIFY EXACT LOAD AND TYPE OF CONNECTION AND MOUNTING HEIGHT FOR EACH BOX OR EQUIPMENT ITEM TO BE INSTALLED. ALL HARD WIRED CONNECTIONS OF KITCHEN EQUIPMENT TO BE MADE WITH FLEXIBLE LIQUID-TIGHT METAL CONDUIT WITH GREEN GROUND CONDUCTOR INSTALLED INSIDE RACEWAY. BOTH ENDS OF GROUND CONDUCTOR TO BE BONDED. 16. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MATERIALS SHIPPED TO JOB SITE INCLUDING RECEMNG AND STORAGE OF SUCH MATERIALS. 17. ALL PANELBOARDS, DISCONNECT SWITCHES, AND TRANSFORMERS TO BE PROVIDED WITH LUGS LABELED AND RATED FOR A MINIMUM 75 DEGREE C. PANELBOARDS, DISCONNECT SWITCHES, AND TRANSFORMERS ARE TO BE 'LISTED' AND 'IDENTIFIED' AS RATED FOR A MINIMUM OF 75 DEGREE C CONDUCTOR TERMINATION. 18. ELECTRICAL CONDUIT' CONNECTION MUST BE COMPRESSION TYPE UNLESS USING IMC OR HEAVY WALL CONDUIT WHERE SCREW -TYPE CONNECTORS ARE PERMITTED. ELECTRICAL SPECIFICATIONS SCALE: NO SCALE 45KVA X'MER 480V/120 --208V 30, 4W Isc =2312A L = ±20' VD =NEG. PANEL 10KAIC L <10' VD =NEG. 3P SHORT CIRCUIT DUTY NOTES: MAIN BREAKER AT PANEL "H" BKR TYPE "KC" BY "SQUARE -D" (200A MAX.) 70A -3P o�. 20)A- (E) PAS " 2 PANEL -3P NOTE: 1. ALL NEW CIRCUIT BREAKERS SHALL MATCH EXISTING. L =450' VD =1.9% (E) SWBD "SWBD 2A" 2000A 277/480V, 30, 4W ISC= 65000A MAX. FEEDER NOTES: LANDLORD DISCONNECT NOTE: LANDLORD PROVIDED 200 AMP MAIN DISCONNECT MEANS FOR TENANT IN A LANDLORD ELECTRICAL ROOM AS WELL AS CONDUIT AND CONDUCTORS (FEEDER) FROM THE MAIN DISCONNECT MEANS TO A LANDLORD PROVIDED 200 AMP FUSED DISCONNECT SWITCH LOCATED WITHIN THE TENANT SPACE. IF NEEDED TO ACCOMMODATE TENANT CONSTRUCTION, THE TENANT SHALL RELOCATE THE LANDLORD PROVIDED DISCONNECT SWITCH AND ASSOCIATED FEEDER. TENANT SHALL FURNISH AND INSTALL CONDUIT AND CONDUCTORS FROM FUSED DISCONNECT SWITCH TO TENANTS' MAIN FUSED DISCONNECT SWITCH OR MAIN CIRCUIT BREAKER EQUIPPED PANELBOARD. SINGLE LINE DIAGRAM SCALE: NO SCALE 2. ALL WIRING SHALL BE COLOR -CODED AS FOLLOWS; 208/120V SYSTEMS 480/277V SYSTEMS PHASE A - BLACK PHASE A --- BROWN PHASE B - RED PHASE B - ORANGE PHASE C - BLUE PHASE C -- YELLOW NEUTRAL - WHITE NEUTRAL - WHITE W/ TRACER OR GRAY COLOR -CODE SHALL IDENTIFY THE SAME PHASE THROUGHOUT THE SYSTEM, FROM SERVICE SWITCH OR TRANSFORMER THOUGH ALL BRANCH CIRCUITRY. U THE MAXIMUM AVAILABLE FAULT CURRENT AT EXISTING SWITCHBOARD IS 65,000 A MAX. BRANCH BREAKER AT PANEL "H" BKR TYPE "EDB" BY "SQUARE-D" (15A - 100A) (E): EXISTING. FIELD TO VERIFY. 3. VERIFY EXISTING ELECTRICAL CONDITIONS IN FIELD / ALL UPGRADES REQUIRED BY CODE, LANDLORD, OR TENANT AT TENANT'S EXPENSE. - GRD. MAY USE THE CONDUIT & ITS CONDUCTOR IF U.L. LISTED AS A GROUNDING CONDUCTOR. - ALL EQUIP. INSTALLED SHALL BE LISTED /LABELED BY AN APPROVED AGENCY. (E) 2 "C- 4 #3/0 +1 #6G, FIELD VERIFY. 2 "C 4 #3/0 +1 #6G, MATCH EXISTING. 1/2 "C -1 #6 TO BUILDING STEEL. 2 "C -4 #1/0 THHN & 1 #6GRD 1 "C -3 #4 THHN & 1 #8 GRD. I2I SERIES RATED CIRCUIT BREAKER - PROVIDE MARKING IN ACCORDANCE WITH NEC SECTION 110 -22, MARKING SHALL READ "CAUTION - SERIES RATED SYSTEM 65IlOfL AMPS AVAILABLE. IDENTIFIED REPLACEMENT COMPONENT REQUIRED." DISTRIBUTION BREAKERS SHALL PROTECT ALL DOWNSTREAM PANELBOARD BREAKERS. SERIES RATED CIRCUIT BREAKER SHALL BE AS FOLLOWING OR EQUAL : SERIES RATING 65,000 A DT SINGLE LINE DIAGRAM SCALE: NO SCALE CONSULTANT: PROJECT NAME : ESTFIELD SO REVISIONS : NO. DESCRIPTION n n Job Number : 0744 Drawn by : SHEET TITLE : SCALE : NTS. ISSUE DATE : 05 -04 -2008 ATLASCHI + ASSOCIATES ARCHITECTS www.A3LA.com T> [3 10] 827 - 3644 F> [31 0] 827 - 3643 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 rEXPIRES 5/5/ 0 Approved by : 633 SOUTHCENTER PKWY, SPACE NO. FC -10 TUKWILA, WA 98188 PANDA EXPRESS REF. # Ml- 08- D1189 T CE TER f DATE HEALTH & BUILD'G DEPT, SUBMITTAL PANDA REVISION LANDLORD COMMENT FL SINK & WIC LTG RMSION HOOD CONTROL DIAGRAM RMSION Checked by : 10-08 -2007 03-15-2008 04-05 -2008 0407 -2008 04-14-2008 This document contains information pro rrtary to Atlaschi + Assocates Architects Inc. and is furnished in confidence for the limited purpose of evaluation, U or revbw. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Atlaschi + Associates Architects, Ire, M rights reserved © Copyright 2008 by Atlaschi + Associates Architects, Inc. , l 4 ir. L� iE�l., E:;... t, GENERAL NOTES AND SINGLE LINE DIAGRAM RECEIVED CITY OF TUKVNLA MAY 19 2008 PERMIT CENTER Z:1Cal Arc Prolect107 Prefect -CAL Arc107.1 PX conestructIon documenh170705 PX @ South Center Mall, Tukwila, WA M1 -08.01189 MEP OnIy1170705r41M17D133E.dvg, 5/512008 3;12.48 PM. Oca T[7S40Q 1 xpc3 A m& HEALTH St BLLDG DEPT. SUBMTTAL 1O-08 -2007 A PANDA REVISION I 09- 15r2008 A 04- 06-2008 A & WIC LTG 04-07 -2008 A HOOD CONTROL DIAGRAM 04- Job Number : 0744 Checked by : Drawn by: Approved by : s SCALE: I/4" = ILO" LANDLORD'S NOTES: ALL SUPPLY ef RETURN GRILLE IN FORWARD SELLING AREA SHALL BE PAINTED TO MATCH GE I L I NG. TENANT SHALL FURNISH INSTALL ALL ROOFTOP HVAG EQUIPMENT AS REQUIRED FOR THEIR SPAGE AT THEATER ROOF LEVEL. ALL TENANT EQUIPMENT, ON THE ROOF, SHALL BE LABELED W/ TENANT'S NAME SPAGE NUMBER. ALL ROOF MOUNTED KITCHEN EXHAUST FAN, WHICH HANDLES A GREASE DISCHARGE, MUST BE PROVIDED WITH A CATCH PAN GUTTER, WHICH IS PIPED, BAGK TO THE TENANT'S GREASE INTERCEPTOR KITCHEN GREASE EXHAUST DUCTS SHALL BE INSULATED W/ FIRE RATED TYPE INSULATION OR RATED CHASE PER NFPA STANDARDS, LANDLORD'S INSURANCE CARRIER'S REQUIREMENTS, U.L. RATING PER CODE REQUIREMENTS. KITCHEN GREASE EXHAUST DUCTS SHALL BE FABRICATED IN ACCORDANCE IN/ ALL GODES AND SHALL BE MIN. IS GAUGE STEEL WITH SMOOTH WELDED JOINTS. ACCESS DOORS SHALL BE ON VERTICAL SURFACE OF THE HORIZONTAL RUN, BOTTOM OF VERTICAL RISER, AND PER LOCAL CODE. AUTOMATIC AND MANUAL SHUT -DOWN FUEL OR POWER SUPPLY MUST BE PROVIDED. KITCHEN HOODS SHALL HAVE AN INDEPENDENT FIRE SUPPRESSION SYSTEM WITHIN THE HOODS PER LOCAL CODE. DO NOT ATTACH ANYTHING DIRECTLY TO SLAB OR ROOF DECK ABOVE. HVAG PARTIAL OF PLAN 10 "x10" OSA DN. Q "xG" EAD DN. 24 "x16" GREASE EAD DN. 18 "xI8" MA DUCT DN. . EXIT/ CORR. • VOID SP CE =nitre A \� 12 "4 rIS 111 V • 2 24 "xl6" 1E1 �- .,. HOOD #I _ -- 1 .tea �■rr =: �� �� �� ��18 "xI8'�� COO. • 0 IG ► "�`�' I7 HVAG FLOOR PLAN SCALE: 1/4" = 1' -0" WALK IN COOLER MANAGER'S STATION REGISTER/ PICK UP D 431 MECHANICAL KEY NOTES: 2 3 4 6 8 10 I I 12 13 14 IS 16 I7 F 3 - 6 " TYPE II HOOD O 0 1 0 0 3 -0" SPECIFICATIONS: 1 HOOD 4. MIN. REQ'D CAPACITY GFM (I) ILL. LISTED HOOD @ 525 GFM. 5. PROPOSED (I) EXHAUST RISER @ 525 GFM 6. EXHAUST DUCT SIZE: Q "xci" SEE PLUMBING DWGS FOR GAS CONNECTION. EXHAUST RISER EGIlJIPMENT BY QTHp125 PLAN VIEW SECTION VIEW THE TYPE II HOOD 15 A SINGLE WALL TYPE HOOD WITH NO BUILT -IN MAKE -UP AIR CAPABILITIES. THE HOOD COMPONENTS SHALL BE FABRICATED OF TYPE 304 S /STEEL, *3 OR #4 POLISH, ON ALL EXPOSED SURFACES. THE HOOD SHALL BE PROVIDED WITH HANGING ANGLES ON EACH END AND MIDDLE OF THE HOOD. 24 GA. DUCT 24" NOMINAL HOOD DIMENSIONS SHALL BE AS SHOWN ON DRAWINGS. NON- GREASE HOOD SYSTEM CALCULATION I. TYPE : CANOPY TYPE II, STAINLESS STEEL 22 GAUGE, 2. COOKING EQUIPMENT: RICE COOKER 3. SIZE: 3'-O" x 3' -6" INSTALL GREASE EXHAUST HOODS FURNISHED BY PANDA. HOOD SHALL BE ONE GAPTIVEAIRE 4824 -ND HOOD EXHAUSTING 4,450 GFM. SUPPORT FROM STRUCTURE ABOVE WITH UNISTRUT AND ALL THREAD ROD. MOUNT HOOD PER LOCAL CODE REQUIREMENTS. REFER TO PLAN FOR HOOD CONNECTIONS. SEE CODE COMPLIANCE DRAWINGS ON SHEET M -3.0 AND CAPTIVEAIRE HOOD DRAWINGS FOR ADDITIONAL REQUIREMENTS. 20 "x10" GREASE EXHAUST DUCT, FROM EXHAUST HOOD COLLAR CONNECT TO 32 "x16" MAIN GREASE EXHAUST DUCT WITH THERMAL CERAMIC FIREMASTER DUCT WRAP+ OR EQUAL. FABRICATE DUCT FROM 16 GAUGE STEEL WITH WELDED SEAM CONSTRUCTION. SEE HOOD DETAIL DRAWINGS ON SHEET M -3.0 AND CAPTIVEAIRE DRAWINGS. PROVIDE A NEW PROGRAMMABLE THERMOSTAT FOR A/G UNIT AT THIS LOCATION. MOUNT THERMOSTAT AT 48" A.F.F.. SEE TEMPERATURE CONTROL DIAGRAM ON SHEET M -2.0 FOR ADDITIONAL INFORMATION. INSTALL GREASE EXHAUST FAN WITH CURB (EF -I)/ MAKE -UP AIR (MA -I) NON - GREASE EXHAUST FAN WITH CURB (EF -2) FURNISHED BY PANDA, COORDINATE LOCATION OF UNIT WITH STRUCTURE AND THE LANDLORD'S FIELD REPRESENTATIVE. ADJUST DUCTWORK ACCORDINGLY. FIELD VERIFY WITH LANDLORD FOR ALL ROOF PENETRATIONS INSTALL DUCT MOUNTED SMOKE DETECTOR AT MAIN RETURN AIR DUCT PER IMG 2001, SEG. 60G, PROVIDED BY ELECTRICAL CONTRACTOR. DETECTORS SHALL BE INTERLOCKED TO CENTRAL ALARM SYSTEM SHUT DOWN A/C UNIT UPON DETECTION OF SMOKE. PROVIDE ALL CONTROL WIRING NECESSARY TO PERFORM THIS OPERATION. 5 4" CONDENSATE DRAIN DN. TO FLOOR SINK W/ MIN. I% OF SLOPE. PROPOSED LOCATION FOR SHP UNIT, WIF 4t WIG. FIELD VERIFY LOCATION W/ PROJECT MANAGER / LANDLORD'S REPRESENTATIVE. 20 "x10" MA DUCT CONNECT TO 20 "x10" RISER FROM SUPPLY PLENUM. SGO GFM INSTALL NON - GREASE EXHAUST HOODS FURNISHED BY PANDA. HOOD SHALL BE ONE CAPTIVEAIRE 4224 -VHB -G HOOD EXHAUSTING 525 GFM. SUPPORT FROM STRUCTURE ABOVE WITH UNISTRUT AND ALL THREAD ROD. MOUNT HOOD PER LOCAL CODE REQUIREMENTS. REFER TO PLAN FOR HOOD CONNECTIONS. SEE DETAIL ABOVE AND CAPTIVEAIRE HOOD DRAWINGS FOR ADDITIONAL REQUIREMETNS. Q "xG" EXHAUST DUCT, FROM EXHAUST HOOD COLLAR UP THRU EXISTING ENCLOSURE BY LANDLORD UP TO ROOF. FIELD VERIFY EXACT ENCLOSURE LOCATION WITH LANDLORD. FABRICATE DUCT FROM 24 GAUGE STEEL. 24"x16" GREASE EXHAUST DUCT WITH THERMAL CERAMIC F I REMASTER DUCT WRAP + OR EQUAL UP THRU ENCLOSURE BY LANDLORD TO ROOF. FIELD VERIFY EXACT ENCLOSURE LOCATION WITH LANDLORD. IS "xI8" MA DUCT UP THRU EXISTING ENCLOSURE BY LANDLORD TO ROOF. FIELD VERIFY EXACT ENCLOSURE LOCATION WITH LANDLOOD. FIELD VERIFY LOCATION W/ PROJECT MANAGER / LANDLORD'S REPRESENTATIVE. THE GREASE EXHAUST OUTLET SHALL BE UPBLAST TYPE INSTALLED SUCH THAT THE OUTLET 15 EVEN WITH THE TOP OF SCREEN WALLS FOR ROOFTOP MECHANICAL AREAS PER LANDLORD'S REQUIREMENTS. 10 "x10" OSA INTAKE UP THRU EXISTING ENCLOSURE BY LANDLORD TO ROOF. FIELD VERIFY EXACT ENCLOSURE LOCATION WITH LANDLORD. EXISTING ENCLOSURE BY LANDLORD. FIELD VERIFY EXACT SIZE . LOCATION 4iva H T' GWNSULTING ENGINEERS, Inc. 556 N. Diamond Bar Blvd., #304 Diamond Bar, California GI165 Tel:(aO:0'16 -816S• Fox:(GO.1)3'16 -8I6Q • E- ma11:HYG @HYGENGINEER.GOM CONSULTANT: PROJECT NAME : REVISIONS : NO. DESCRIPTION SHEET TITLE : AiLA9Cl1 + ASSOCIATES ARC■ITICTI www.A3LA.com T> [3 0] 827 - 3644 F > [ 3 1 0 ] 827 - 3643 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 OC r (. o 9 . WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY, SPACE NO. FC -10 TUKWILA, WA 98188 PANDA EXPRESS REF. # Ml- 08- D1189 DATE This document contains hformation Lary to Atlaschi + Associates Architects ho, and is fiarrshed h fa tha rafted pupose of evaluation, bidding or review. This doament a its =tents may not be used fa any other impose and may not be relxodu ed a &closed to others wthout the Oa Written consent of Attaschi + Associates Architects, Inc, All rights reserved © Copyright 2008 by Atiaschi + Associates Architects, Inc, MECHANICAL PLAN RECEIVED CITY OF TUKWIIA MAY 19 2008 SCALE :1/4' . 1' -0' PERMIT CENTER ISSUE DATE : 05 -04 -2008 SHEET M1.0 Z:lCal Arc ProJectt07 PmJect -CAI Atc107 -1 PX conostruction document 170705 PX © South Center Mall, Tukwila, WA M1-08 -01189 MEP OnIy1170705r410744-M10.dwg, 515120083:14:15 PM, Oce TOS4001xpc3 EXHAUST AN S C H E D U L E FAN No. ©v Ala °v DESCRIPTION LOCATION LOCATION ROOF ROOF AREA SERVED KITGHEN GREASE EXHAUST HOOD #I, #2 KITCHEN STEAM EXHAUST HOOD I3 FAN DUTY AIR EXHAUST AIR EXHAUST FAN TYPE HIGH VELOCITY BELT- DRIVEN CENTRIFUGAL BELT- DRIVEN FAN ARRANGEMENT 11PBLAST UPBLAST MIN. WHEEL DIAMETER WA - POWER SUPPLY G.F.M. 6,000 525 TSP. 2.00" 1.00" B.H.P. 4.78 0.48 FAN RP.M. IOOI 1334 2f010Y1 MOTOR H.P. 5.00 0.15 ELEC. CHARACTERISTICS 460V13PH/60HZ 460V13PH160HZ MOTOR RP.M. 1125 1125 MOTOR SPECIAL FEATURES OPEN DRIP -PROOF OPEN DRIP -PROOF ACCESSORIES I. VENTED MOTOR COVER 2. GLEANOUT DOOR WITH FAN INSTALLATION FOR DUCT ACCESS I. VENTED MOTOR COVER 2. HINGED AND CHAINED LATCHES FOR Dl1GT ACCESS MANUFACTURER GAPTIVEAIRE MODEL: HRE -24 i^1T. 400 LB5 CAPTIVEAIRE MODEL: 13112-GARM WT. 165 LB5 FAN COIL. SGHer,UL E UNIT SYMBOL r, Ala (NEVU DESCRIPTION LOCATION ATTIC 2 4-1l012 CFM 2,000 (OSA = 500 CFA) TSP (IN KG) 05" 9NI1009 TOTAL (BTU/HR) WA SENSIBLE (BTU/HR) N/A AMBIENT ( °F) WA COIL ENTERING WA I HEATING OUTPUT (BTU/HR) WA 1V9121 1`)A 13 POWER SUPPLY POWER SUPPLY 208V1I 4)/60HZ COMPRESSOR (R-A) WA CONDENSER MOTOR (FLA) WA FAN MOTOR (FLA) 5.8 MIN. CIRCUIT AMPAGITY 6.8 A, MOGP = 15 A REMARK BY CARRIER MODEL FA4B060 HORIZONTAL INSTALLATION VI/ AIR FILTER, THERMOSTAT, PRIMARY 4 SECONDARY DRAIN. OPER. WT.: 115 LBS APPROX. SEER= EER =- S 'L.I T HEAT PUMP SGHE UL E UNIT SYMBOL r, SYMBOL H (NEW) DESCRIPTION LOCATION ROOF ■1018 CFM WA T5P (IN KG) WA 9NI1009 TOTAL (BTU/HR) 54,500 SENSIBLE (BTU/HR) 411900 AMBIENT ( °F) 45 COIL ENTERING 67 °WB /SO10B HEATING OUTPUT (BTU/HR) 51,500 1V0N1.0313 POWER SUPPLY 460V/3P /60HZ COMPRESSOR (RLA) 10.8 CONDENSER MOTOR (FLA) 0.80 EVAPORATOR MOTOR (FLA) WA MIN. CIRCUIT AMPAGITY 15D A, MOGP = 25 A REMARK BY CARRIER MODEL 380RG -060 COMPLETED WITH PLATFORM. OPER. WT.: 712135 APPROX. SEER =II.0 EER =4.4, HSPF =1.4 MEC*4ANICAL L I FFUSER 4 SKILL! SCHEDULE r, SYMBOL ABBREVIATIOIN DESCRIPTION TYPE ABV ABOVE FRAME TYPE AFF ABOVE FINISHED FLOOR A CO CEILING LOUVERED FACE DN DOWN LAY -IN < 30 , X , A B DUCT SECTIONS (SUPPLY, EXHAUST, RETURN, PMD -PT \I\AP 14 "X14" FLEXIBLE DUCT FIT CEILING TYPE. MVD MANUAL VOLUME DAMPER C ANEMOSTAT OBD OPPOSED BLADE DAMPER 8 "x8" MFR MANUFACTURER < 30 MIN MINIMUM ANEMOSTAT OSA OUTSIDE AIR 22 "X22" 24" x 24" PERFORATED LAY -IN ROUND RIGID DUCTWORK SQ. TO RD., OBD. FOR RETURN AIR TSP TOTAL STATIC PRESSURE � , -1 LOUVERED FACE 18 "X18" TURNING VANES LAY -IN I SQ. TO RD., OBD. FOR MAKE -UP AIR CONSTRUCTION NOTES 0 MECHANICAL EQUIPMENT DESIGNATION v V I FFUSER 4 SKILL! SCHEDULE V DESIGNATION RETURN AIR MANUFACTURER MODEL NO TYPE NECK SIZE FACE PLATE SIZE FRAME TYPE NC MAX REMARKS A ANEMOSTAT RMD -PTE LOUVERED FACE 10 "X10" 24" x 24" PERFORATED LAY -IN < 30 SQ. TO RD., OBD. FOR SUPPLY AIR B ANEMOSTAT PMD -PT LOUVERED FACE 14 "X14" 18" x 18" SURFACE FIT CEILING TYPE. < 30 SQ. TO RD., OBD. FOR SUPPLY AIR C ANEMOSTAT PMD -PT LOUVERED FACE 8 "x8" 12" x 12" SURFACE FIT CEILING TYPE < 30 SQ. TO RD., OBD. FOR SUPPLY AIR D ANEMOSTAT GC50 METAL EGGCRATE 22 "X22" 24" x 24" PERFORATED LAY -IN < 35 SQ. TO RD., OBD. FOR RETURN AIR E ANEMOSTAT RMD -PTE LOUVERED FACE 18 "X18" 24" x 24" PERFORATED LAY -IN < 30 SQ. TO RD., OBD. FOR MAKE -UP AIR AIR BALANCE SCHEDULE ITEM e SUPPLY AIR RETURN AIR MAKE -UP AIR EXHAUST MA -1 0 0 +3,560 0 EF -1 0 0 0 -4,450 SH P /FC- -1 +2,000 -1,500 0 0 EF -2 0 0 0 -525 TOTAL +2,000 -1,500 +3,560 -4,975 TENANT SPACE PRESSURE _ -915 CFM MAKU AI UNIT SCimsfEr,ULE SYMBOL LOCATION SERVICE AREA TYPE COOL NCB / COOL BLOWER MFR. MODEL CFM ESP MOTOR An W ROOF -TOP FOR KITCHEN HOOD AIR MAKE -UP GAS FIRED HEATING, SIDE DISCHARGE DIRECT GAS FIRED HEATED FOR HEATING 100,000 BTUH INPUT 3,560 0.15" 3.0 HP ® 460V/3PH /60HZ BY GAPTIVEAIRE MODEL: A2 -D500 615 MODEL: WT, SIO LB5 FURNISH UNIT WITH ROOF MOUNTING CURB. - 46OV/34) PISGONNEGT WIRE PER MANUFACTURE'S REGOMENDATI ON ME HAN I GAL 5FEG I F I GAT I QN5 : 1. THE WORK INCLUDES installation of HVAC systems, including grease exhaust fans and make -up air unit for kitchen hoods, kitchen hoods, space heating /air conditioning systems, supply, return, exhaust, and grease exhaust ductwork, grilles, registers, diffusers, complete control system, interlock wiring on the operation of the kitchen hood, exhaust fans, and make -up air unit, duct, insulation, related items necessary for a complete functioning system as indicated on the plans. Furnish all new materials and equipment. 2. DRAWINGS for HVAC work are diagrammatic, showing the general location, type, layout and equipment required. The Drawings shall not be scaled for exact measurements. Refer to architectural and manufacturer's standard installation drawings for equipment connections and installation requirements, as required. Furnish and install ductwork, connections, accessories, offsets, and materials necessary to facilitate the system's functioning as indicated by the design and the equipment indicated. 3. CODE COMPLIANCE: All work covered by this section shall conform to the International Mechanical Code 2006 and other Authorities having jurisdiction: in case of conflict between requirement, the most restrictive one shall apply. 4. COORDINATE with the work of other Sections, equipment furnished by others, and requirements of the Owner. Provide duct rises and drops as required for field installation and trade coordination. Notify Architect of any discrepancies before starting work. Work shall be performed by experienced tradesmen and their work shall be of high standard acceptable to the Architect. 5. DUCTWORK: Duct systems shall be rigid and shall be constructed, installed, sealed and insulated as provided in the Uniform Mechanical Code. She€ metal shall be in accordance with ASHRAE and SMACNA standards. Sheet metal shall be galvanized sheet metal of lock- forming quality, ASTM A -525. t Unless otherwise noted, duct dimensions on drawings are net inside clear dimensions on lined ducts, or sheet metal dimensions on unlined ducts. All angle iron used for support shall be galvanized. Round rigid ductwork shall conform to SMACNA table 3 -2. 6. SEAL all duct seams, transverse and longitudinal, air - tight. Provide turning vanes at all elbows or offsets exceeding 30 degrees. 7. GREASE EXHAUST SYSTEM: Provide all grease exhaust ducts fabricated of welded joint construction of 16 gauge galvanized steel or 18 gauge stainless steel. Provide access doors at all elbows and offsets per code requirements. All elbows shall be long radiused. Duct shall be installed in a rated enclosure provided by the General Contractor. 8. DUCT INSULATION: Provide 1 1/2" duct liner on all rectangular supply and return air ducts. Provide 2" duct wrap on round supply and return ducts. Duct liner shall be 3 pounds per cubic foot density neoprene coated duct liner complying with NFPA 90A, having a "K" value not to exceed 0.23. Flame spread and smoked developed ratings shall not exceed 25/50. Apply to sheet metal ductwork with 100% coverage adhesive. Provide additional mechanical fasteners on ducts over 12 wide or 1 6" high. Mechanical fasteners shall be "Gripnail" or welded pin and speed clips spaced per SMACNA standards. 9. ACCESS DOOR: Provide hinged access panels in ductwork where shown and as required for access to dampers or equipment. Provide insulated access doors in insulated ductwork. 10. AUTOMATIC TEMPERATURE CONTROL: Provide all interlock and control wiring for the kitchen hood system, which includes EF -1, EF -2, MA -1, and the Ansul system shut down interlock to the make -up air fan. Provide the interlock wiring from the kitchen hood ansul system. Upon activation of the ansul system the make -up air fan shall be deactivated. Provide all necessary controls and wiring for a complete and operable system. Interlock the grease exhaust fans and the make -up air unit to start simultaneously from the switch at the hood provided. 11. TEST AND ADJUST each piece of equipment and each system as required to assure proper balance and operation. Provide a certified air balance report to the Owner showing design and measured air volumes, static pressures, fan rpms, etc. Eliminate noise and vibration, and assure proper function of controls, maintenance of temperature, and operation. Obtain inspections required by local code. Guarantee the work and the installation for one year after acceptance by the owner. Furnish the Owner with two complete sets of as -built drawings indicating all installed work including all control wiring diagrams and interlock for system operation. 24V --- BY MECHANICAL CONTRACTOR BY ELECTRICAL CONTRACTOR BY MECHANICAL CONTRACTOR BY ELECTRICAL CONTRACTOR DISGONNEGI( I® HOOD CONTROL PANEL AT KITCHEN 2O8V /I cD L 0 f 0 NG EXTP-.A RELAY 365 -PAY TIME CLOCK® TO OTHERS SPLIT HEAT PUMP WIRING DIAGRAM N.T.S. - I2OY /I AUTO CHANGE OVER T -STATE WITH FAN $ SYSTEM OFF SWITCH r and 1 { r t t r 120V -I 4' - SMOKE DUCT DETECTOR t, RETRUN DUCT DUCT MOUNTED IONIZATION TYPE: SMOKE DETECTOR ON AG UNIT RETURN DUCT MAINS TO SHUT DOWN UNIT IN CASE OF FIRE. SMOKE DE 1ECTOR SHALL BE UL LISTED, SFM CERTIFIED, 24 VAC, BY EDWARDS, DH 500 HOUSING WITH I55IF SENSOR NOTES: I. KITCHEN EXHAUST FANS SHALL BE ELECTRICALLY INTERLOCKED WITH MAKE-UP AIR UNIT 4 A/C UNITS. 2. FOR WIRING DIAGRAM, SEE CAPTIVEAIRE DWG M -3.I, M -3.2 ft•- 37 HYG GONSULTI NG ENGINEERS, Inc. 556 N. Diamond Bar Blvd., 44 304 Diamond Bar, California gr/65 Te I : (gOq)3g6 -8168 • Fax: (1OQ)3016 -8168 • E -ma 1I : HYG ®HYGENG I NEER.COM 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 CONSULTANT: PROJECT NAME : WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY., SPACE NO. FC -10 TUKWILA, WA 98188 PANDA EXPRESS REF. # Ml- 08- D1189 REVISIONS : NO. DESCRIPTION Job SHEET TITLE : ATLA9Cl1 + ASSOCIATES ARC■ITICTI www.A3LA.com T> [ 31 0] 827 - 3644 F > [ 3 1 0 ] 827 - 3643 DATE 110.08 -2007 HEALTH & BIAD 3 DEPT. ELIBMTTAL PANDA REVIIBION LANDLORD COMMENT FL EINK & WC LTG RMSON HOOD CONTROL DIAGRAM RMSfON Number : 0744 Checked by : Drawn by : Approved by 08-15 -2006 04-05 -2008 0407 -2008 04- 14-2008 This document conlahs Narration rcpr tare to Atiaschi + Associates Architects Inc. and is furrished h Bence for the limited purpose of evaluation, bidding or review. This document or its contents may not be used for any other ' and may not be reproduced cisdosed to others without the prior a consent of Atlaschi + Associates Architects, Ina All rights reserved © Copyright 2008 by AtlascIi + Associates A ml itects, ha MECHANICAL PLAN NOTES SPEC'S & SCHEDULES CITY OF TUKVVILA MAY 19 2008 SCALE :1/4' -1' -0' RECEIVED ISSUE DATE : 05 -04 -2008 PERMIT CENTER SHEET M2.0 Z:1CaI Arc Project107 Project -CAL Arc \07 -1 PX concstrucUon document1170705 PX a South Center Mall, Tukwtle, WA M1.0 8-01189 MEP Only1170705r410744- M10.dwg, 5/5/2008 3:14:46 PM, Oce TOS4001 x.pc3 A LEGEND I ONE LAYERS FIRE MASTER FAS - WRAP+ y r. .'! `Yv:! • FILAMENT TAPE • N < 4 12" 5 1 12" r MAX, •• 6 11 EXHAUST MAY 6 1 DUCT 04-14 -2008 : MIN. M IN. e N� < �' Z Drawn by : Approved by : A LEGEND I ONE LAYERS FIRE MASTER FAS - WRAP+ 2 FILAMENT TAPE 3 BANDING 4 3 -INCH PERIMETER OVERLAP 5 3 -INCH LONGITUDINAL OVERLAP 6 GREASE DUCT A A LEGEND I TWO LAYERS FIRE MASTER DUGTWRAP + 2 FILAMENT TAPE 3 BANDING 4 3 -INCH PERIMETER OVERLAP 5 5-INCH LONGITUDINAL OVERLAP , GREASE DUCT A A TAL.BL�A'C DEPT. 1.08 -20x7 A PANDA REVISION 03- 15-2008 A LAMLORD COMMENT 04-05 -2008 A N 8, WIC LTG 04-07 -2008 A HOOD CONTROL DIAGRAM 04-14 -2008 Job Number : 0744 Checked by : Drawn by : Approved by : ROOF FLOOR CEILING 1' —O It UP BLAST DISCHARGE MIN. IO' -O" FROM PROPERTY LINE, O5A INTAKE, COMBUSTIBLE -DING. OPEN INTO BUILDING. 48" f 48" MIN. 6" 4 1 - 0 11 MAXI MUM 24" MIN. i// l /// // // / / // / /// / /// / /// / /// / /// /// / /// / /j/ / /// / /// / /// r HOOD LESS THAN 12" FROM CEILING MUST BE FLASHED SOLID 6 " MIN. — GREASE RESERVOIR CODE COMPLLIANCE ELEVATION OF EXH. HOOD & DLOWER (N.T.S.) UPBLAST DISGHARG 2' -O" MINIMUM ABOVE ROOF SHAFT SEPARATION AS SPECIFIED IN DIVISION 5, ARTICLE I, CHAPTER I (BUILDING CODE). INDI- VIDUAL SHAFT 15 REQUIRED EXCLUSIVELY FOR EACH EXHAUST SYSTEM. THIS SHAFT SHALL BE SPACED AWAY FROM THE DUCT A MINIMUM OF 6" AND A MAXIMUM OF 12" TYPE (FRONT VIEW) L )- TYP. HOOD LIGHT W/ SHIELD INSIDE HOOD, UL APPROVED (IF INSTALLED) -- 20 GA. S/S MTL. HOOD W/ REMOVABLE GREASE FILTER LJ L1 G —SREASE CONTAINER AUTO FIRE EXTINGUISHER (SEPARATE t PERMIT BY FIRE EXTINGUISHER GO.) MTL. WALL FLASHING 24 GA. S/S SHEET MTL. tr CEILING 6" MIN. EXHAUST FAN VENTED SASE ROOF CURB ONE STORY BUILDING. FLASHING COOKING EQUIPMENT INFORMATIONAL GUIDE FOR COMMERCIAL COOKING HOODS EXHAUST TERMINATION - 10' MINIMUM FROM ADJACENT BUILDING, ADJACENT PROPERTY LINE, AIR INTAKES, OR 10' ABOVE ADJOINING GRADE LEVEL 000V MlNWMU X1/4 Ooo Vek_ool-r( 2_500 N.T.S. 1 /4 ° SLOPE PER FOOT DUCT AT V4" SLOPE PER FOOT. /A rr CEILING GREASE DUCT 6" MIN, HOOD #2 HOOD #3 ONLY (I) OUTLET. ROOF FIN. FLOOR NTILATED SHAFT GLEANOUT DOORS IN DUCTS SHALL BE SLIDING OR HINGED MIN. 12 "x12" TIGHTLY DOOR FOR GREASE DUCT GLEAN OUT CLEAN OUT DOOR DETAIL MINIMUM CLEARANCE FROM COMBUSTIBLES IS" MINIMUM CLEARANCE FROM PROTECTED COMBUSTIBLES 3" HOOD SHALL OVERHANG COOKING SURFACE AT LEAST 6 IN. ON ALL OPEN SIDES. GOOK INS SURFACE INFORMATION GUIDE(N.T.S.) REMOVABLE TOP FOR GLEANING RAIN GAP � 26GA Si COUNTER FLASHING 16 GA SI. DUCT ROOF FLOOR 2 HOUR FIRE RATED DUCT ENCLOSURE FIRE RATED GLEANOUT ACCESS PANEL. EE REQUIREMENTS FOR MOTORS AND FANS OTEGT OUTDOOR DUCTS AGAINST CORROSION ROVIDE 15" BETWEEN DUCTS AND COMBUSTIBLES OR 3" MINIMUM FROM PROTECTED COMBUSTIBLES GENERAJ� I. PROVIDE ADEQUATE GLEANOUT OPENINGS FOR THOROUGH GLEANING OF DUCT SYSTEM. 2. PROVIDE ADEQUATE MAKE -UP AIR FOR PROPER OPERATION. 3. PROVIDE A SEPARATE DUCT SYSTEM FOR EACH HOOD (SEE EXCEPTION). 4. THICKNESS OF DUCTS SHALL BE: DUCT AREA U.S. SAGE STEEL UP TO 4 SQ. FT. 16 GA. OVER 4 SQ. FT. 14 GA. 5. WELD OR BRAZE ALL DUCT JOINTS AND SEAMS ON THE EXTERNAL SURFACE. 6. SUPPORT THE DUCTS AS REQUIRED BY TABLE 6 E. DO NOT PENETRATE DUCT WALLS WITH SCREWS, NAILS, ETC.. 1. SECTIONS OF DUCT SHALL NOT CONTAIN GREASE POCKETS. (FOR REFERENCE ONLY) 3" MIN. 48" 2x4 STUD WALL W/ 5 /8" TYPE "X" GYP. BD. ON BOTH SIDE DUCT WITH FIRE RATED ENCLOSURE UP TO ROOF. 1 0 1 / ) / 4 ' c> 3" MIN COOKING EQUIPMENT Ti� i i ii i inn�in nmw 1 %,■■ 1\ \1\ \ \t\ \t \ \ \Z \ \ \1\\\ SHALL BE WITH FIRE RATED ENCLOSURE. CEILING r ONE STORY BUILDING. 3" MIN. 12 "MAX. AROUND DUCT. EXHAUST DUCT IN CEILING `r �J METAL FLASHING — REMOVABLE GREASE FILTER W/ HANDLES AUTO FIRE EXTINGUISHER (SEPARATE PERMIT BY FIRE EXTINGUISHER CO.) MTL. HOOD 20 GA. S/S MTL. WALL FLASHING 24 GA. S/S SHEET MTL. 6" TYP. ® ALL OPEN SIDES —FIN. FLOOR CODE COMPLIANCE OF EXH. HOOD Sc DUCT PERFORMANCE TEST FOR LISTED MECHANICAL HOOD 15 REQUIRED PER IMO 507.11 6. EXHAUST DUCT SIZE: BRANCH: (2) 20 "xIO" MAIN: 24 "x16" 1. EXHAUST VELOG I TY_ @ EXHAUST DUCT BRANCH: 2225/(20"x I O "/I 44) = 1602 FPM 1500FPM < 1602 FPM < 25OOFPM MAIN: 4450/(24 "x16 "/I44) = 1661 FPM I500FPM < 1661 FPM < 25OOFPM S. EXHAUST FAN AND MAKE -UP AIR UNIT SHALL BE ELEGTRI GALLY INTERLOCKED AS FOLLOW: EXHAUST FAN MAKE -UP AIR EF -I MA -I 1 . FOR CODE COMPL I ANCE SEE DETAIL 10. FOR FILTER SIZE SEE CAPTIVE AIR DWG #3.1 NO. OF FILTERS SEE CAPTIVE AIR DWG #3.I FLOOR GREASE HOOD SYSTEM CALCULATION I. TYPE : CANOPY TYPE I, STAINLESS STEEL 22 GAUGE, 2. COOKING EQUIPMENT (2) CHINESE RANGE, (2) DEEP FRYER. 3. SIZE: 15' -2" x 4 4. MIN. REQ'D CAPAG I TY CFM (I) U.L. LISTED HOOD @ 4,450 GFM. 5. PROPOSED (I) EXHAUST FAN .$ (I) MAKE -UP AIR UNIT EF- I @ 4,450 GFM; MA- I @ 3,560 CFM (S0% OF EXHAUST) GREASE EXHAUST DUCT INSULATION TYPE FIRE MASTER DUGTWRAP+ + SILICON SEALANT APPROVED FOR I-HOUR OR 2-HOUR STRUCTURE. (N.T. FOR 51: I INCH = 25.4 MM FIGURE 1 2-HOUR FIRE - RESISTIVE PROTECTION SYSTEM FOR GREASE DUCTS FLOOR/ROOF STRUCTURE MIN 2 "X4" 1/2" HANGER ROD TO STRUCTURE, MAX. SPACE I2FT PROVIDE MACHINE BOLT NUT 4 WASHER • UL # YYET- R1422:1 2X4 STUD WALL W/ 5/8" TYP "X" GYP. BD. ON BOTH SIDE 5/5"X5" LAG SCREW TO STUD — L 4X4 X 1/4 X 6" © 48" O.G. r - EXHAUST HOOD TACK WELD 3" MIN. AIR SPACE DETAIL (N.T.$) DETAIL (N.T.S) A f SHAFT DETAIL(N.T.S.) FOR SI: I INCH =25.4 MM 2- #12XI -3/4" WOOD SCREWS 2 "X2 "XI /4 "X2" CLIP ANGLE BY HOOD SUPPLIER J TRACK MTL. STUDS(TYP.) METAL STUDS 16" O.G. pi ° SHEETROCK BRAND GYPSUM PANELS BY UNITED STATES GYPSUM COMPANY TYPE S SCREWS g 24" O.G. CORNER BEAD FIREGODE G GORE I" SHEETROCK BRAND GYPSUM LINER PANELS BY UNITED STATES GYPSUM COMPANY ASSEMBLY NUMBER : 1A1P1008 (I -HR) U.L. RI311, SSNK2141 GREASE EXHAUST DUCT INSULATION TYPE FIRE MASTER FASTWRAP+ + SILICON SEALANT APPROVED FOR I-HOUR OR 2 -HOUR STRUCTURE. A FIGURE 1 2-HOUR FIRE - RESISTIVE PROTECTION SYSTEM FOR GREASE DUCTS ALTERNATE 1—HOUR OR 2 —HOUR DUCT WRAP UL # YYET- RI422q qiITt HYG CONSULTING ENGINEERS, Inc. 556 N. Diamond Bar Blvd., #304 Diamond Bar, California g11765 TI : (gOq)3g16 -5168 • Fax: (gOq)316 -8166 • E -ma 1 I : HYCa HYGENG I NEER.GOM CONSULTANT: PROJECT NAME : REVISIONS : NO. DESCRIPTION SHEET TITLE : SCALE :1/4' =1' -0' ATLASCIIII ASSOCIATES ARC■ITICTI www.A3LA.com T> [31 0] 827 - 3644 F> [31 0] 827 - 3643 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY., SPACE NO. FC -10 TUKWILA WA 98188 PANDA EXPRESS REF. # Ml- 08- D1189 DATE This document contains hformation to v to Atiaschi + Associates Archtects ha and is famished h for the imrted purpose of evaluation, biddrng or review, This doament or its contents may not be used for arry other pupose and may not be reproduced or disclosed to others without the prior written consent of Atlaschi + Associates Architects, Inc, All rigt'rts reserved © Copyright 2008 by Atlaschi + Associates Architects, ha MECHANICAL DETAILS / KITCHEN HOOD DETAILS RECEIVED CITY OF TUKWIL.A MAY 19 2008 ISSUE DATE : 05 -04 -2008 PERMIT CENTER SHEET M3.0 Z:1Cal Arc PmJect107 Protect -CAL Arc \07 -1 dk concstruction document717O7O5 PX ® South Center Mall, Tukwila, WA M1 -08401189 MEP Onty1170705r4 \0744- M10.dwg, S/5/2008 3:15:15 PM. Oce 1135400 1 xpc3 HOOD NO. FILTER(S) LIGHT(S) UTILITY CABINET(S) FIRE SYSTEM PIPING WEIGHT TYPE QTY. HEIGHT LENGTH QTY. TYPE WIRE GUARD LOCATION FIRE SYSTEM ELECTRICAL SWITCHES TYPE SIZE MODEL # QUANTITY LOCATION 1 SS Baffle with Handles 3 16" 16" 4 Incandescent Light Fix NO 20" 890 2225 - 0.609" 0 20" YES 283 LBS. 2 16" 20" 2 SS Baffle with Handles 3 16" 16" 4 Incandescent Light Fix NO 4824 ND 7' 6.00" 600 Deg. 2225 10" 20" YES 297 LBS. 2 16" 20" 3 430 SS Where Exposed 0 N/A 3 166 MISC -PSP NO 44 LBS. 4 0 1780 430 SS Where Exposed ALONE NO 44 LBS. 5 7' 6.00" 300 Deg. 0 0 1780 YES 129 LBS. HOOD NO. MODEL LENGTH MAX. COOKING TEMP. EXHAUST PLENUM SUPPLY PLENUM HOOD CONSTRUCTION HOOD CONFIG. TOTAL EXH. CFM RISER(S) S.P. TOTAL SUP. CFM RISER(S) END TO END ROW WIDTH LENG. DIA. CFM WIDTH LENG. DIA. CFM S.P. 1 4824 ND 7' 5.00" 600 Deg. 2225 10" 20" 890 2225 - 0.609" 0 20" RIGHT QUARTER END PANEL 23" Top Width, 430 SS Where Exposed LEFT N/A High 430 SS 2 4824 ND 7' 6.00" 600 Deg. 2225 10" 20" 2225 - 0.609" 0 430 SS Where Exposed RIGHT N/A 3 166 MISC -PSP 7' 8.00" 300 Deg. 0 1780 430 SS Where Exposed ALONE N/A 4 166 MISC -PSP 7' 6.00" 300 Deg. 0 1780 430 SS Where Exposed ALONE N/A 5 4224 VHB-G 3' 0.00" 700 Deg. 525 9" 9" 525 - 0.068" 0 304 S 100% ALONE N/A HOOD N0. OPTION DIM FROM (24'�H) DIM FROM (30' CANOPY EXHAUST ONLY M 2.00" 10.50" 6.00" 2.00" 1 BACK STANDOFF (FLAT) 3" Wide 2.00" 14.25" - TYPE II D SVA IZE 36 "X36" 42 "X42" 48 "X48" LEFT END STANDOFF 3" Wide 11" 10" 20" 890 0.171' 2 BACK STANDOFF (FLAT) 3" Wide 890 0.171' 10" 20" RIGHT QUARTER END PANEL 23" Top Width, 0" Bottom Width, 23" High 430 SS HOOD STYLE DIM R FROM DIM FROM (24'�H) DIM FROM (30' CANOPY EXHAUST ONLY M 2.00" 10.50" 6.00" 2.00" 10.50" 6.00" BACKSH ELF EXHAUST ONLY 2.00" 14.25" - TYPE II D SVA IZE 36 "X36" 42 "X42" 48 "X48" 5" 11" 11" HOOD N0. POS. LENGTH WIDTH HEIGHT RISER(S) WIDTH LENG. DIA. CFM S.P. 3 Front 92" 16" 6" 10" 20" 890 0.171' 10" 20" 890 0.171' 4 I Front I 90" I 16" I 6" 10" 20" 890 0.171' 10" 20" 890 0.171' ■ HOOD INFORMATION HOOD INFORMATION PERFORATED SUPPLY PLENUMS HOOD OPTIONS D oc" Hood #1 U.L. Listed Incandescent Light Fix 10.00" 23.00" 10.00" 44.50" 1� SUPPLY 3' UNINSULATED STANDOFF Hood #3 8.00" I- 20.00" -I I 10.00" EXHAUST 46.00" 7' 5.00" 7' 8.00" I 20.00" 44.50" d SUPPLY r 23.00" 8.00" PLAN VIEW - Hood #1 - 7' 5.00" LONG 4824ND PLAN VIEW - Hood #3 - 7' 8.00" LONG 166MISC -PSP I a I 15' 2.00" 10.00" 22.00" 45.00" Ci SUPPLY 10.00' I.- 20.00" -I 3' UNINSULATED STANDOFF' Hood #2 U.L Listed Incandescent Light Fix Hood #4 8.00" EXHAUST 45.00" 7' 6.00" 7' 6.00" I 20.00' - a Hood #5 9.00 PLAN VIEW - Hood #5 --- 3' 0.00" LONG 4224VHB -G 45.00" C SUPPLY r 23.00" 18.00" I 18.00" I o I 9.00" 3' 0.00" PLAN VIEW - Hood #2 - 7' 6.00" LONG 4824ND PLAN VIEW - Hood #4 - 7' 6.00" LONG 166MISC-PSP 21.00" 3.00" 16.00" 48.00" 51.00" 42.00" HANGING ANGLE HANGING ANGLE 3" UNINSULATED 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 DRAIN FULL PERIMETER GUTTER 42" EQUIPMENT BY OTHERS EXHAUST RISER EXHAUST RISER 100W VAPORPROOF INCANDESCENT LIGHT 16" U.L. CLASSIFIED BAFFLE -TYPE GREASE FILTERS SLOPED GREASE DRAIN WITH REMOVABLE CUP 51" 48" EQUIPMENT BY OTHERS QUARTER END PANEL (RIGHT SIDE ONLY) 24" NOM SECTION VIEW - MODEL 4224 -VHB -G 2.75" { 16 "\ op .4 33" MIN 48" MAX SECTION VIEW - MODEL 4824 -ND with PSP Accessory I 24" 78" TYP. 23.5% OPEN STAINLESS STEEL PERFORATED PANEL VOLUME ONLY SUPPLY DAMPER 9'6" 1/2' DIA ALL THREAD ROD CONNECTED TO ROOF JOIST THROUGH ANOTHER HANGING ANGLE 1/2' DIA. HEAVY DUTY NUT ONE ABOVE AND ONE BELOW HANGING ANGLE STEEL HANGING ANGLE *ROD AND NUTS TO BE SUPPLIED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE - PUNCHED AT FACTORY HANGING ANGLE LOCATIONS EXHAUST CFM -.LENGTH OF HOOD X CFM /UN.FT. (WAD) SUPPLY CFM EXHAUST CFM X PERCENTAGE REQUIRED TOTAL DUCT AREA =144 X CFM DUCT LENGTH- FPM(*) TOTAL DUCT AREA DUCT DEPTH *CAPTI4E -HIRE VENTILATOR DUCT SIZES ARE CALCULATED USING AN EXFIAUST VELOCITY OF 1500 -1800 EPM AND A SUPPLY VELOCITY OF 1000 FPM. CALCULATIONS UTILIZED CAP7IUE AIRE HOOD, ARE BUILT MI COMPLIANCE U CD NFPA' BUILDING CODES MATERIAL CAPTIVE -AIRE HOODS HAVE OPTIONAL CLEARANCE REDUCTION SYSTEMS AVAILABLE AS FOLLOWS; NON - COMBUSTIBLE UNITED- COMBUSTIBLE COMBUSTIBLE CLEARANQE REDUCTION SYSTEM NONE REQUIRED 3" UNINSULATED STANDOFF 3" INSULATED STANDOFF CLEARANCE TO COMBUSTIBLES INSTALLATION 1. ALL ELECTRICAL 'FIELD' CONNECTIONS AND RELATED INTERCONNECTIONS BY ELECTRICAL CONTRACTORS. 2. ALL PLUMBING "FIELD" CONNECTIONS AND RELATED INTERCONNECTIONS BY PLUMBING CONTRACTORS. 3. HANGING BRACKETS LOCATED AND WELDED AS SHOWN ON PLANS. ALL OTHER HANGER MATERIALS PROVIDED BY INSTALLING CONTRACTORS. 4. .1 CONNECTIONS CONTRFROM CAPTIVE ARE DUCT PER 5. COOKING EQUIPMENT TO SHUTOFF IN EVENT OF FIRE. 6. EXHAUST FANS TO TURN ON IN EVENT OF FIRE. 7. ALL LIGHTS FIXTURE SHOWN INSTALLED BY CAPTIVE -AIRE ARE FACTORY PREWIRED. INTERCONNECTIONS BETWEEN HOODS AND TO SWITCHES FTY ELECTRICAL CONTRACTORS. 8- LAMPS FOR LIGHT FIXTURES BY INSTALLING CONTRACTORS. 9. SEISMIC RESEAINTS ARE RESPONSIBILITY OF INSTALLING CONTRACTOR. 10. INSTALLING CONTRACTORS ASSUME ALL RELATED REPONSIBILTTY FOR VERIFICATION OF DIMENSIONAL DATA CONTAINED ON THESE DOCUMENTS FOR ACCURACY, INTEGRATION. AND ADMINISTRATION OF CODE REQUIREMENTS IN EFFECT PRIOR TO ANY RELEASE FOR PRODUCTION OF EQUIPMENT SHOWN. BALANC 11. KITCHEN HOODS MUST BE BALANCED WITH KITCHEN. 12. KITCHEN SHALL BE NEGATIVE WITH RESPECT TO DINING AREA. 13. RESTAURANT SHALL BE POSITIVE WITH RESPECT TO AMBIENT PRESSURE. ADDITIONAL 14. WRITTEN HOOD 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' -Geed Salle Type Grease Filters */0.76 2E0 / IAI 250 1 127 1110 112 350/I,7B AIRFLOW (fpm /m /s) Kleen -Gard Baffle Type Filters are UL Classified Grease Extracting Filters. MEA # 168 -78 -M Aluminum MEA # 247 -96 -E Stainless Steel ums FILTER DETAIL REVISIONS 1 Q Ad a exh and 1 -23 -08 supply fans Adjusted hoods and fa A Changed EF - 3 -11 -08 3 -18 -08 Updated elec package 4 -14 -08 1 c DATE: 11 - - DWG. #: 691120 DRAWN BY SBS SCALE: 3/4" = 1 Ft HOOD DETAIL PLAN K- SHEET# 1 of 2 RECEIVED CITY OF TUKWILA MAY 19 2008 PERMIT CENTER ATLA9CB1 + ASSOCIATES A!C■ITICTS www.A31A.com T> [ 3 1 0] 821 - 3644 F> [31 0] 827 - 3643 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 CONSULTANT: PROJECT NAME : REVISIONS NO. DESCRIPTION Job Drawn by : SHEET TITLE : SCALE : AS -SHOW ISSUE DATE : 05 -04 -2008 Approved by HOOD DETAIL PLAN WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY, SPACE NO. FC -10 TUKWILA, WA 98188 PANDA EXPRESS REF. # Ml- 08- D1189 HEALTH / & �.DG DEM PANDA REVISION LANDLORD COMMENT FLL ON & WIC LTG HOOD CONTROL DIAGRAM MOON Number : 0744 Checked by : Tits document corlhains i format on opr �y to Much + Assogates Arctrtects Inc, and is fLrrrshed in co for the frrrted pupose of evaluation, biding or review, This docment or its contents may not be used for any other papose and may not be r prod Iced a disclosed to others without the prior written went of At}aschi + Associates Architects, Ina All rights resle ved © Copyright 2008 by Atlaschi + Associates Architects, ho SHEET M3.1 DATE '0"08-2007 0345-2008 0406 -2008 04-07 04.14 -2008 Z:1Cal Arc Project107 Project -CAL Arc107 -1 PX construction documenl\170705 PX South Center Mall, Tukwila, WA M1-08 -D1189 MEP OnIy11707O5r41074- CAP.dwg, 5/52008 3:17 ;37 PM, Oce TDSS4001.x.pc3 HRE —UL762 HRE SERIES HIGH VELOCITY RESTAURANT DUTY UTILITY SET REV. #0 03/12/02 MODULAR OUTDOOR SIDE DISCHARGE DIRECT FIRED HEATER IOW MVO "A" "F" ' DIM DIM H t ���`� FEATURES: DIM "B" DIM "J" i r o I I t L o 7 FLEX CONDUIT FOR FIELD WIRING I - ` � AIRFLOW Immo ROOF MOUNTED FANS �v=� -- RESTAURANT MODEL - UL762 ` r — HIGH HEAT OPERATION 3007 (149'C) ihi ° B 1 I I I i I - — GREASE CLASSIFICATION TESTING INSTALL PIN FOR SAFETY LOCK NORMAL DIM » R "N" _ j SERVICE LIFTING LUGS A o o DIM CURB OUTER WALL DISCONNECT SWRCH 4 PLACES DIM » D DIM M SLOPED FILTER INTAKE CURB AND RAIL COMBINATION USED E COVER REMOVED EXHAUST FAN OPERATE OPEN CONTINUOUSLY OPEN 060' WHILE EXHAUSTING AIR AT 3007 (149'C) tt UNTIL ALL FAN PARTS HAVE REACHED "C" BLOWER/ MOTOR DOOR >» DIM 'T DIRECT FIRED MODULE ® II DIM " p " � I� • — • II .r.Wr *X— THERMAL EQUILIBRIUM, AND WITHOUT ANY t� DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. ' oo - - - - ABNORMAL - ABNORMAL FLARE -UP TEST + • F EXHAUST FAN MUST OPERATE CONTINUOUSLY � ON UNITS WITH 20" AND 25" BLOWERS , G - - _ - ,,� WHILE EXHAUSTING BURNING GREASE VAPORS E AT 6007 (316'C) FOR A PERIOD OF DIM »S» -- DIM " J " — - DIM DIM G "E "H" 20 IN HIGH DIM " 20 IN HIGH T CURB & RAIL ":i' 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE �-1- AN UNSAFE CONDITION. DIM "K" EQUIPMENT R a•II, DIM ALL DIMENSIONS ARE NOMINAL AND GIVEN IN INCHES. k. DIM "K" I, _ —I - LINIMIIIIII ■I■E I :; � OPTIONS: r I L_ _ 4 3/16 2G I UNIT DIMENSIONS CURB DISCHARGE OPENING GREASE BOX REMOVE PIN PITCHED CURB I TO OPEN J MODEL WEIGHT A B C D E F G H J K N P R S D.500 -G15 810 LBS 82 -3/8 37 -3/8 36 -3/4 33 -1/1 53 -3/4 53 -5/8 7- 13/1642 -13/16 31 79 18-3/4 16 8 -5/8 14 -1/16 UNIT INFORMATION. R INSULATED CURB — G =R +3" DUCTWORK BETWEEN BTU RANGE (MBH) GAS PRESSURE GAS CONNECTION CFM RANGE FILTER SIZE & QTY MAX. FILTER VELOCITY MODEL BURNER LENGTH BTU LOW BTU HIGH MIN MAX "T" (NAT) MIN MAX D HRE BELT DRIVE HIGH VELOCITY D.500 -G15 12" 18 550 7" WC 14" WC 1 2500 6000 20 "x25 "x2" (3) 06000 CFM = 696 FPM ( ) D EXHAUST RISER ON HOOD AND FAN (BY OTHERS) RESTAURANT -DUTY UTILITY SET DIMENSIONAL DATA FAN MODEL A B C D E F G H J R RO WHEEL DIA. WEIGHT LB HRE20 29 1/2 15 21 1/4 28 56 36 1/2 35 7/8 29 1/2 16 5/8 23 26 20 1/2 357 BI SERIES RESTAURANT DUTY UTILITY SET 51 UL762 Utility Set REV. /4 01/07 /2005 t \ ( S ( ( ( 10 ` 11 ( ( ( t ( ( (, ( ( C ELECTRICAL PREWIRE PACKAGE JOB NAME Panda Express - Tukwila WA (M1 -08 -1189, DATE 4/14/20 J ) ) ) ) ) DRAWING NUMBER 32111OFP JOB NUMBER 691120 DRAWN BY D SHAFT DIA. E P tt� FEATURES: O L P CONTR I NU T BREAKE V LINE. N1= NEUTRAL 15A BKR DO NOT WIRE TO SHUNT TRIP H1=UNE. 3 Phase, W/ 2 Exhaust Fans. 1 Supply Fan. Exhaust in Fire, Fan On /Off Thermostatically Controlled (2 Factory Installed where applicable). 1 _FS —o1 = F AU 1 1 k - FULL AMCA CLASS 1 OPERATION - VENTED MOTOR COVER FOR WEATHER PROTECTION -- UL762 LISTED FOR RESTAURANT DUN - UPBLAST DISCHARGE DIRECTS AIR AWAY FROM FLOOR _CONTINUOUSLY WELDED HOUSING ES CLEANOUT OR TH LATCH PROVIDE EASY ACCESS DO WI WITHOUT TOOLS - 2" G DRAIN WILL NAT CLOG H 0 1 2 ^ 1c2139 s o �120AC (Fan Switch Shown Installed) ST -1 OL-1 • .A 96 5 fA,!� ` 3 4 5 g R1 - 1 NC .; ST-2 s6 5 Label Description /PyroChem) max) Relay DPDT ST Starter FS Fan Switch Lighted)) MS MicroSwitch (Ansul LS Light Switch (1400W L Hood Li ht(s) GP General Light(s) TX Transformer C Contactor OR Ground AF Air Flow Switch Os Duct Thermostat G IIIII O O OPTIONS: HE AT SS EAL SH AFn S EAL EM DISCONNECT SWITCH VIBRATION ISOLATORS 7 g 9 11 12 D Spare Relay Cont C NO—BL NC —PR MS -1, MS -2 MicroSwitch NO ST -3 OL -3 . A 96 5 • � . Ansul Pyrochem C - RD C -RD NO -BK NO -BK NC -BR NC -BR Ms -1 R1 — NG NO g yc0M gC01La SPARE RELAY CONTACTS USED TO CONTROL THE FIRE SYSTEM SUCH AS SHUNT CAN BE ITEMS WHEN DISCHARGES. 1 ' 1 -I i I 1 OPTIONAL SUPPORT RAILS V s T-1 R1 —R5 RELAY ETC._ Spare Relay Contacts T K F N R2 -1 TERMINAL WIRING TO PANEL. DRY SIGNAL ONLY FOR FIELD BUILDING FIRE CONTACTS FOR - --eti -0 c HH W - 03 sNO _ —�N N --- _ - - -0 __�� C2 NAG - --• 0 26~o 1 C NO 120VAC H2 • -HS =LINE. � 1, N2-N5=NEUTRAL � Q NO 0 S d' ) 41 13 14 LIGHT INPUT 15A BKR LS -01 GENERAL & RESTAURANT DUTY UTILITY _Er SET DIMENSIONAL DATA FF FAN MODEL AU D E F G H K 0 P S T V SHAFT �,!!� •� Yr ` HH W FF M12 30 1/16 13 9 7/8 33 1/4 20 1/16 29 1/8 16 9/16 12 7/16 21 1/8 11 1/2 14 11/10 13 1/8 1 165 10 4 36 -- MEC -- • ' a — 0' a ' • Mt Motor Type PH Volt HP FLA BREAKER 18 17 3 PHASE 460V — T 1 OL— ST1 Ti L2 T2 T2 GR EXH -1 _ Exh -1 Exh 3 460 3 4.7 15 Amp Sup -3 Sup 3 460 3 4.7 -- Amp Exh -2 Exh 3 460 0.75 1.3 15 Amp FAN INFORMATION FAN UNIT 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 8 INPUT 19 PHASE prrli '"1�'` __ ME 1 HRE -20 HRE -20 4450 - 1.750" 1412 3.000 3 460 4.7 3 PHASE 460V ST -3 OL -3 Ti 20 21 MIDIS MOM JIM MILS= OK -IMX 11, -ISM at - O /BL - ORANGE/BLUE ND - ( PE) IN — ■OE BL/RD - BLUE/RED (STRIPE) o /GN — Rm /GRm+ (STRIPE) 2 A2- D.500 -G15 G15 A2 -D.500 3560 0.750" 952 3.000 3 460 4.7 L2 T2 GR SUP - 3 3 PHASE 460V ST - 2 DL - 2 3 BI12CARM 525 - 1.000" 1339 0.750 3 460 1.3 INPUT mir, Lt T 1 ?7 T3 r3 EXH-2 GR FAN OPTIONS GAS FIRED MAKE - UP MR UNIT(S) 2$E- FAN NO. OPTION (Qty. - Descr.) FAN UNIT NO, BTU's TEMP. RISE GAS TYPE DRAWING SHOWN DE— ENERGIZED NOTE IF WALL MOUNT PREWIRE. OR FIELD 23 INSTALLED FIRE SYSTEM MICROSWTFCH, THE TERMINALS SHOWING FACTORY WIRING MUST BE 24 12 x 1$ x 6 Box DUCT THERMOSTATS ARE FIELD WIRED WHEN RISERS ARE SHIPPED LOOSE OR WHEN MULJPLTE HOODS ARE CONTROLLED BY ONE PREWIRE J 1 1 - Exhaust Fan Grease Cup (Utility Set) 2 216163 55 deg F Natural 2 1 - Inlet Pressure Gau Gauge, 0 -35" 9 1 - Manifold Pressure Gauge, -5 to 15" we ELECTRICAL PACKAGES 3 1 - Rubber Vibration Isolators for BI Utility Sets (set of 6) CURB ASSEMBLIES NO. TAG PACKAGE # LOCATION SWITCHES ROOFTOP STARTERS OPTION FANS CONTROLLED NO. O ITEM SIZE LOCATION QUANTITY TYPE 0 H.P. VOLT. FLA 1 32111OFP Wall Mount In 5$ Box SS Wall Mount Box 1 Light 1 Fan Exhaust On In Fire, Fans On Off Thermostatically Controlled y Exhaust 3 3.000 460 4.7 1 # 1 Curb 28.000"W x 28.000 "L x 20.000 "H Hinged Exhaust 3 0.75C 460 1.3 2 # 2 Curb 31.000 "W x 79.000 "L x 20.000 "H Insulated Supply 3 3.000 460 4.7 3 # 3 Curb 4.000 "W x 36.000 "L x 10.000"H • REVISIONS A A A A 1 c DATE: 11 -21 -07 DWG. #: 691120 DRAWN BY: SOS SCALE: 3/4" = 1 Ft HOOD DETAIL PLAN K- SHEET# 2 of 2 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 CONSULTANT: PROJECT NAME : WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY, SPACE NO. FC -10 TUKWILA, WA 98188 PANDA EXPRESS REF, # Ml- 08- D1189 REVISIONS : NO. DESCRIPTION a I .. D 3 DEPT: PANDA REVISION LANDLORD COMMENT R. SINK & WIC LTG MOON HOOD CONTROL DIAGRAM ON Number : 0744 Checked by : Job SHEET TITLE : AiLASCIII + ASSOCIATES AIC ■IT IC TI www.A3LA.com T>[310]827 -3644 F > [ 3 1 0 ] 827 - 3643 Drawn by : Approved by DATE 10"08 -2007 03-5-2008 04-06 -2008 044V- -2008 04x' This document contahs hformation proprbtary to Masai + Associates Architects hc. and is furnished h confi ce for the riled purpose of e\rakratan, bidding or review. This doclrnent or its contents may not be used for any other moose and may not he reproduced or drsdosed to others without the prior Written consent of Atlasdv + Associates Architects, hc, All rights reserved © Copyright 2008 by Atlaschi + Associates Architects, ha HOOD DETAIL PLAN CITY OF TUKWILA MAY 19 2008 SCALE : AS -SHOW PERMIT CENTER ISSUE DATE : 4- 1442008 SHEET M3.2 Z:1Cal Arc Project \07 Project-CAL Arc107.1 PX construction ddeument1170705 PX South Center Mall, Tukwila, WA M1-08.01180 MEP Only1170705r410744- CAP.dwg, 5/512006 3:17:54 PM. ace TDS4001xpc3 17910 SKYPARK SUITE 210, IRVINE, CA 92614 PHONE: (949) 660-7701, (800) 967-7701 FAX: (949) 660-7702 E-Mail reg86@captiveair.com TUKWILA, WA (M1-08-1189) SOUTHERN CALIFORNIA REGIONAL OFFICE 4 FIXTURE UNIT SCHEDULE 11 ITEM FIXTURE QTY WATER FU SEWER FU EACH TOTAL EACH TOTAL ® FLOOR DRAIN 6 450 450 2 12 — — IGIO FLOOR SINK 5,3 21D 2 5,1 IS --- — ® MOP SINK I 3 3 3 3 I HOSE BIBB I 2.5 2.5 I TOTAL — — 3 FOOD WARMER 2 I 2 F5 — 4B,F FILTER SYSTEM I I I FS — 6A HAND TER TOP) 1OF 800 LB ICE MACHINE I I I F5 — 200 CHINESE RANGE I I I F5 — 20B CHI ESE RANGE I 2 2 F5 — 40 POT SINK I 3 3 F5 — 41Jb VEG. SINK 2 3 6 F5 — 5713 RI MOONT) 1 I 1 I 1 TOTAL 24 35 GAS EQUIPMENT SCHEDULE ITEM QTY EQUIPMENT 10 CFH EACH EAC TOTAL 20A I qI "CHINESE RANGE 450 450 450 20 I 42 "CHINESE RANGE IGIO 1 q IQO 21D 2 DEEP FRYER 110 110 220 25A I RICE COOKER 32 32 32 MA I MAKE UP AIR 100 100 100 I TOTAL ciQ2 A HEALTH & BUILD'G DEPT, SUBMITTAL 10-08 -2007 A PANDA REVISION 03-15 -2008 A LANDLORD COMMENT 04-05-2008 A FL IINNK & WIC LTG 04-07-2008 5 HOOD CONTROL DIAGRAM RMSIO N 04-14-2008 Job Number : 0744 Checked by : Drawn by : Approved by : I1VTR I (-11G5 4 I I c2 , C 2 "G52 "V I ' 14 "GS 4 \ \ 2 11/ 5 �] III /Tf^7 D lJ V tIC IS \\ 1 m Or F� © I EP S \ORAGE 1 ,/ ANIL V ~— - 2tfa r -- 2" FV r _ - - 2 11 5 _ __ - -_ - 2 11 / 11`/ / / - . —.. . - - - - -z -F- - 2 "GS 2 "FV ) MALE EX1T I ;ERVICE C ORK. (E)2 "G WATER METER FOR CONT. (E)21" G TO GAS METER FOR GOVT. (E)SOV rg 11 -0 EySTI UL VAI VE_ 1 .6"H1A1 DN TO UNDER GOUNTER "H1N (U t "HW 1 2 5 (32 ltlF SERV E EXIT I E COR 5 /4 WATER 8 6A5 PLAN SCALE: 1/4" = 1 -0" (E)2 Soy II' —O" AREA 2 "GW (E)6 "GS ON TO (E) GREASE INTERCEPTOR FOR CONT. (E)6 "CO lEl MAEE EYAI I SERVICE GORR. REG C RI PIC — (E)4 GS UP cTO LEv P.O. LANDLORD'S NOTES: ALL FOOD SERVICE 4 EXCESSIVE WATER USE TENANTS HSALL BE REQUIRED TO INSTALL A GOLD WATER SUB -METER ASSEMBLY (REGISTERING IN GALLONS) WITH PRESSURE REGULATOR, GROUND JUMPER WIRE AND ALL FURTHER INSTALLATIONS AND CONNECTIONS, IN ACCORDANCE WITH ALL GIVEN REQUIREMENTS AT THE REAR PORTION OF THE TENANT SPACE IN A READILY ACCESSIBLE LOCATION, AT A MAXIMUM 48" ABOVE THE FINISHED FLOOR. ALL GAS EQUIPMENT SHALL BE ON QUICK DISCONNECTS PER HEALTH DEPARTMENT. ALL TENANTS LOCATED ABOVE MALL LEVEL I SHALL INSTALL A DRIP PAN SYSTEM BELOW ALL UNDER FLOOR PIPING. TENANT'S CONTRACTOR SHALL VERIFY POINTS OF CONNECTION FOR ALL VENT, SEWER, AND WATER PIPING WITH MALL MANAGEMENT BEFORE PROGEEDING WITH WORK. TENANT IS RESPONSIBLE FOR EXTENDING PIPING FROM POINT OF EXISTING CONNECTIONS TO TENANT SPACE AT TENANT'S EXPENSE. INSTALL FLOOR OR WALL GLEANOUTS AT END OF SANITARY PIPING, AT EVERY 50 FEET, AND ANY CHANGE IN DIREGTOIN OF 45° OR MORE. 2 "V 04"65 W ASTE 8 VENT PLAN SCALE: I /4" = I' -O" L VJ L Y ;. • _ '.Y,�ri�c';;y: t: ;..i a.';: :; a ,1� � r���! - " 41:0111001 ) ) , -------------- - - - - -- 5,2"V it 1 7 "65,2"V 41J 1 W AEK IN COOEE MANAGE ST AT ON REGIS -CER PICK U? PLUMBING PLAN NOTES ELEG. WATER HEATER, SEE DETAIL #I2 ON DWG P -4.0 3 4 "6AS DOWN TO RICE COOKER IN SOV. (32 GFH) I" GAS DOWN TO ROAST OVEN W/ SOV. (G2 GFH) I" GAS DOWN TO DEEP FRYER W/ SOV. (110 GFH) EA. I %" GAS DOWN TO CHINESE RANGE W/ SOV. (450 GFH) 1 GAS DOWN TO CHINESE RANGE W/ SOV. (IQ0 GFH) ROUTE NEW PIPING IN EXISTING WALL. REPAIR AND PATCH WALL PER ARCHITECTURAL REQUIREMENTS. 0 10DA CONDUIT: PROVIDE PVG CONDUIT UP TO ABOVE E I L I NG FROM SODA STORAGE TO SODA DISPENSER. IER DETAIL #I, ON DWG P -4.0 CONDENSATE: PROVIDE I" INSULATED CONDENSATE DRAIN PIPE FROM THE EVAPORATIVE COIL IN THE COOLER REFER TO "WALK IN GOOLER/FREEZER" DETAIL #3 ON DWG P -4.0 DISCHARGE TO FLOOR SINK WITH AIR GAP OF TWICE PIPE DIAMETER. P$T RELIEF: PROVIDE 3/4" P$T PIPE CONTINUE AND STOP AT 6" ABOVE MOP SINK. © PROVIDE TRAP PRIMER FOR FLOOR DRAIN , SEE DETAIL #I7 ON DNS P -4.0 PROVIDE LOCKABLE SHUT -OFF VALVE 4 WATER METER IN IN UTILITY CORRIDOR PER LANDLORD'S REQUIREMENTS. 13 Y2" HW TO ELEG WATER HEATER, ABV. CEILING SEE C g PROVIDE GAS REGULATOR, SENSUS MODEL 143-S0-2,1 5 /8" ORIFICE W/ GREEN SPRING OR EQUAL. PROVIDE I" VENT PIPE TO OUTSIDE OF BUILDING PER LANDLORD'S REQUIREMENTS. ...� 15 42 G�P�IG�� -.-. P�OVI•�E "G GU�P�N�Dt�AI1�T0� FLOOR SINK (UNDER 3 COMP. SINK). NOTE FOR ADDITIONAL NOTES AND PLUMBING 1. FIAltNE SCHEDULE, SEE DRAWING P -2.0 (12) HYG CONSULTING ENGINEERS, Inc. 556 N. Diamond Bar Blvd., #304 Diamond Bar, Galifornia QI765 Tel:6101)316 - 8165. Fax:(61061)3616 -816 E- maII:HYG @HYGENGINEERR GOM 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 CONSULTANT: PROJECT NAME : WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY, SPACE NO. FC -10 TUKWILA WA 98188 PANDA EXPRESS REF. # Ml- 08- D1189 REVISIONS NO. DESCRIPTION This document contains information proprietary to Atlaschi + Associates Architects Inc. and is furnished in confidence for the limited purpose of evaluation, bidding or review, This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Atlaschi + Associates Architects, Inc. All rights reserved, © Copyright 2008 by Atlaschi + Associates Architects, Inc. SHEET TITLE : PLUMBING WATER /GAS/ WASTE & VENT FLOOR PLAN RECEIVED SCALE : AS SHOW CITY OF TUKIMLA ISSUE DATE : 05 -04 -2008 MAY 1 9 2008 PERMIT CENTER I 1 Illil1lJ 1111111 ii'llll4l ll�llU'lll6 AfLA9CIIl + ASSOCIATES AQC■IITICTI www.A3LA.com T> [31 0] 827 - 3644 F > [ 3 1 0 ] 827 - 3643 1111111 ld.11lll JLIlltl'c DATE Z:1Cal Arc Project107 Protect -CAL Arc107 -1 PX concstructlon document1170705 PX South Center Mali, Tukwila, WA M1 -08-01189 MEP OnJy1170705r410744-P10.dwg, 5!5/2008 323:31 PM, Oce TCS4001.X.pc3 FIXTURE BRANCH SCHEDULE FIXTURE GOLD HATER HOT NATTER WASTE VENT 2 AND 3 — GOMF SINK 3/4 5/4" 3" 2" HAND SINK 1/2" 1/2" 2" 11/2" MOP SINK (J.S.) 5/4" 3/4" 3" 2 " EQUIPMENT 1/2" -- -- -- FLOOR DRAIN/SINK -- -- 3 " 2" 6 .6 74 F.U. © psi 23 F.U. o psi 2" PIPE MATERIAL SCHEDULE SERVICE UNDERGROUND ABOVE GROUND GOLD HOT WATER HARD DRAWN GOPPER TUBE TY "K" K OR "L" HARD DRAWN COPPER TUBE TUBE "L" SANITARY WASTE "NO —HUB" GAST IRON, ABS * "NO —HUB" GAST IRO / ABS SANITARY VENT "NO —HUB" GAST IRON, ABS * GALV. STEEL, SCHEDULE 40/ "No —HUB" GAST IRON/ ABS GAS 04-07-2008 BLACK STEEL, SCHEDULE 40 © HOOD INDIRECT DRAIN 04-14 -2008 HARD DRAWN COFFER TUBE TYPE "M" Job Number : 0744 Checked by : 1 141 A HEALTH & BUILD'G DEPT, SUB MITTAL 10-08 -2007 FIXTURE UNITS A PANDA REVISION 03-15-2008 25 A LANDLORD COMMENT 04-05-2008 3/4" A FL SINK & WIC LTG RMS 04-07-2008 psi © HOOD N CONTROL DIAGRAM RMSIO 04-14 -2008 5.2 Job Number : 0744 Checked by : 1 141 Drawn by : Approved by: PIPE SIZE GPM VELOCITY FT /SEC FIXTURE UNITS F - TANK F - VALVE 1/2" 25 33 2 F.U. o 6.0 psi F.U. © psi 3/4" 6.6 4.4 S F.U. © psi F.U. © psi I" 13.4 5.2 Iq F.U. o psi F.U. © psi 1 141 233 5.q 37 F.U. © psi 6 F.U. o psi I k" 36.7 6 .6 74 F.U. © psi 23 F.U. o psi 2" 76.4 7.q 254 F.U. c 1 psi 132 F.U. (41 psi PIPE SIZE GPM VELOCITY FT /SEG FIXTURE UNITS F - TANK F - VALVE 1/2" 2.5 35 2 F.U. @ 6.0 psi F.U. o psi 3/4" 6.6 4.4 S F.U. o psi F.U. © psi in 13.2 5.0 Iq F.U. o psi F.U. o psi 1 141 1 5.0 37 F.U. o psi 6 F.U. o psi GENERAL PLUMBING NOTES A. LANDLORD: Meet Landlord's Tenant Criteria w/ regard to construction features $ special requirements, etc. verify w hen 4 how work may be performed in other spaces, where required. B. FOOD SERVICE EQUIPMENT: Refer to other portions of Plans t Specifications for further information about food service items furnished $ work performed by others. Verify rough -in requirements w/ equipment furnished. G. HEALTH DEPARTMENT: Comply w/ local Health Department (HD) regulations. Omit escutcheons in food service areas. Seal pipes neatly w/ grout at wall, floor, or Ceiling penetrations. Omit insulation on exposed piping behind $ under equipment. Provide clearance for cleaning behind $ under exposed piping as required by HD. Wherever possible, install all piping concealed. Conform to HD requirements for locations of floor sinks. D. WORKMANSHIP shall be first class, acceptable to the Tenant 4 Landlord. E. MAKE GOMPLETE: Provide items $ work as required to complete the installation of plumbing systems to fixtures $ equipment: traps, strainers, gauges, gas $ water pressure regulators, flexible connections, stop valves, unions, etcetera. Provide $ connect plumbing pipe from rough -ins to items as shown, specified $ required. F. VERIFY LOCATIONS: Existing piping, FOG shown on Drawings has been located from information provided by others. Verify exact locations on job site before start working. 6. BAGKFLOH PREVENTION: Provide backf low preventers OFF) in water lines only if required by local authorities. Use devices of type (vacuum breaker, double check, reduced pressure) $ manufacturer approved by local authorities, only in locations required. (existing water supply has a B.F.P.A. installed) H. TRAP PRIMERS: Provide trap primers only if required by local authorities. Use Precision Plumbing Products or approved equivalent trap pimer valve, installed in an exposed but unobjectionable location, or above the ceiling. Provide a continouous length of 1/2" soft copper tube from primer to trap, sloping to trap. Provide elastomeric insulation on pipe installed below floor slab. Use Precision Plumbing Products distribution units to connect more than one floor sink to one primer. I. WATER CONSERVATION: Contractor shall provide water flow limiting features on fixtures if /as required by local authorities. J. GOLD WATER: Connect to domestic cold water valved stub provided by Landlord in this vicinity above ceiling. Extend cold water pipe, suspended from structure above ceiling $ down in partitions, to serve fixtures $ equipment. (field verify) K. HOT WATER: Provide 50 gallons storage tank type commercial water heater. Run hot water pipe, suspended from structure above ceiling $ down in partitions to serve fixture $ L. SANITARY: Connect to sanitary waste line provided by Landlord below floor. M. BRANCHES: Provide hot and /or cold water pipes down in partition to serve various equipment per "Kitchen Equipment Schedule". N. SODA CONDUIT: Provide conduit below floor from soda storage to soda dispenser. 0. GONDENSATE: Provide 1" insulated primary $ secondary condensate drain pipes from fan -coil unit above ceiling , It's termination to nearest floor sink. P. GUT AND PATCH existing wall or partition as required to install new plumbing piping. G. SAS SERVICE: Connect to 2" pipe provided by Landlord for natural gas service to this shop. Coordinate w/ gas utility company for meter requirements, permits $ fees. Route pipe as required, suspended from structure above. Use all welded pipe, fittings $ joints in ceiling space $ in wall. PLUMBING FIXTURE SCHEDULE Items in this schedule or their approved equivalent are furnished and installed by the Plumbing Gontractor. FLOOR DRAIN: Zurn # 415 -B cast iron drain with 5" round nickel bronze top, membrane flashing clamp. Provide 2" outlet with P -trap. Glean and polish after installation. Refer to detail. PROVIDE TRAP PRIMER FLOOR SINK: Zurn * ZN -I g00- 4- 33 -KG, cast iron body acid - resisting enameled interior, seepage pan, 12" square top with porcelain enamel loose -set grate with center hole; aluminum anti - splash interior dome strainer, outlet size as required. Refer to detail. MOP SINK: Fiat *MSS -2424 24 "x24" molded stone uinit with minimum 10" high sides, stainless steel drain body internally cast; Chicago Faucet *8(11 with integral stops in shanks, wall brace, hose threads, pail hook, vacuum breaker Rough brass finish Three foot rubber hose 2" trapped and vented waste connection. Provide 3/4" HW $ G1/\1 RI S' oc, 36" a.f.f. ELEC. HATER HEATER: "AMERICA" MODEL: LDGE500 GOMMERIAL 50 GLA., 4.5 KH, 408V 3dD, 20.1 GPH, RECOVERY @ 0 10 °F RISE. WATER HAMMER ARRESTER: J. R. Smith *5020, I" nipple or equal PROVIDE STAINLESS STEEL PRESSURE REDUCE BACKFLOH PREVENTOR AT DRINKING DISPENSER. HOSE BIBB: Acorn #8121 with vacuum breaker, polished chrome plated. TRENCH DRAIN: ZURN #Z- 664 -AR, 6" Wide top modular trench drain, Dura- Goated cast iron drain section with bottom outlet and seconday dome strainer. Both 12" long grain module and 12" long extension module are complete with integral seepage pan and loose extra heavy duty slotted grate. C P )ELEG. WATER HEATER, "ARISTONI" Model: GL6, 10 GAL, 12OV -I 12.5A, 1500H, V1T =15.5 LB. MAX. PRESS. 150 PSI SET 115 1 /6F water temp. to HAND SINK. * ABS GAN BE USED IF SHELL BUILDING SEWER $ VENT PIPES ARE ABS. MUST BE APPROVED BY LOCAL CODES. KITCHEN EQUIPMENT SCHEDULE GARBONATOR: Provide 1/2" G H RI 86" a.f.f. w/ BV and reduced pressure type of stainless steel and connect to equipment as required. make connection from BV to CARBONATOR with Watts *BBD and Watts 00 backflow preventer. Install owner furnished w ater filter system. WATER FILTER: Provide 1/2" GH RI 12" a.f.f. with BV and connect to equipment as required. (cA) Provide elbows where risers connect to faucet behind backsplash. Provide 1 1/2" vented waste RI in wall 24 -1/2" a.f.f. Provide 11/2" chrome - plated semi -cast brass P -trap with cleanout and w aste arm to wall. Items in this schedule are furnished by the Owner installed by the Contractor $ connected to the plumbing utilities by the Plumbing Gontractor (PC). PG shall install plumbing devices furnished w/ equipment. AFF =Above finished floor, OG =On Center, HH =Hot Water, CH =Gold Water, RI=Rough-ln, BV= all Valve (full port), AS =Angle Stop (chrome - plated, wheel - handle), ID= Indirect Drain. FS =Floor Sink, VB= Vacuum Breaker. Where "FLEX" is called for, provide a six foot coiled length of flexible reinforced plastic tubing from the RI to the equipment, using adapters $ hose clamps as required. WARMING TABLES: Provide 1/2" HW RI at 20" a.f.f. for each section with BV. Provide I" IW valved heaser to FS, with 1/2" connections to pan drains. Provide 1/2" HW RI at 24" a.f.f. SODA MAGHINE: Provide 3/4" IN from ice bin to FS. ICE MACHINE, AIR COOLED: Provide 1/2" GW RI 50" a.f.f. Provide 5V and Watts *28E5A VB and flex. Provide ID from bin, Guber, Condensate to FS. See ICE MACHINE connection detail on sheet P -4.0 GHINESE RANGE: Provide 1/2" GH with Zurn *128 pressure type vacuum breaker. RI 12" above equipment connection. Floor rim, with BV. Provide 1%4" gas stub 10" a.f.f. with shutoff cock. connect wataer to faucet and gas to burner 10" a.f.f. Provide 2" ID to FS (450 GFH). Provide 25 GPM flow control fitting. install owner supplied gas regulator CHINESE RANGE: Provide 1/2" GH with Zurn *128 pressure type vacuum breaker. RI 12" above equipment connection. Floor rim, with BV. Provide I" gas stub 10" a.f.f. with shutoff cock. connect wataer to faucet and gas to burner 10" a.f.f. Provide 2" ID to FS (Ig0 GFH). Provide 25 GPM flow control fitting. install owner supplied gas regulator FRYER: Provide 3 /4" gas cock, 14" a.f.f. for each of two fryers, Connect to burners w/ flexible metal gas connectors furnished by FSEC. (Total of 110 GFH) install owner supplied 3 /4" gas quick disconnectors COMBI OVEN: Provide I" gas cock on header, 30" a.f.f. connect to burner as required (GI2 GFH) insta I I owner supplied gas regulator, solid piping Provide 1/2" CW RI 50" $ H /Backf low Proventor " WATT" k2" NO 0001 , AND Provide IH from BIN, RICE COOKER: Provide I /2" gas cock, 30" a.f.f.. Connect to burner with flex connector furnished by FSEG. (32 GFH) install owner supplied 1 /2" gas quick disconnector. WALK -IN COOLER: Provide I" IH from DX evaporator coil to discharge over floor sink. Refer to detail. POT SINK: Provide 3/4" HH GH RI 8" OG 14" a.f.f. Provide BV's and extend copper piping to faucet. see "Utility Sink" detail for waste piping. Provide 2" copper piping to each compartment. connect to grease waste. Provide 25 SPM flow control fitting. VEGETABLE SINK:Provide 3/4" HW $ GIN RI 14" a.f.f. 8" OG. Provide BV's and extend copper piping to faucet. Manifold 2" waste lines from two compartments together and discharge into floor sink with air gap. Use copper pipe, fitting, and connectors, see "Vegetable Sink" detail for waste piping. HAND SINK, WALL MOUNTED: Provide 1/2" HW and GH RI 8" OG 24" a.f.f. Provide AS and chrome - plated risers to faucet. Provide elbows where risers connect to faucet behind backsplash. Provide 1 1/2" vented w aste RI in wall 24 -1/2" a.f.f. Provide 11/2" chrome-plated semi -cast brass P -trap with cleanout and waste arm to wa I I . PLUMBING SYMBOLS TW F G FV 0 S : PIPE TURNING UP /DOWN 1111111111 VTR AFF /AFS GO HGO FGO FOCO FD FPG DNR TYP (E) BV COLD WATER PIPING HOT WATER PIPING TEMPERED WATER AT 110° FILTERED WATER GAS LINE PLUMBING VENT (V) PLUMBING VENT ( V BELOW SLAB /GRA SANITARY WASTE (SAN) BELOW SLAB /GRADE EXISTING SANITARY BELOW SLAB /GRADE WASTE (SAN) GAS COCK F.S. WITH HALF GRATE FLOOR DRAIN FIXTURE IDENTIFICATION PLAN NOTE KITCHEN EQUIPMENT IDENTIFICATION VENT THRU ROOF ABOVE FINISHED FLLR/GRADE GLEANOUT WALL GLEANOUT FLUSH FLOOR/GRADE GLEANOUT FLOOR DRAIN FIRE PROTECTION CONTRACTOR DEPARTMENT OF NATURAL RESOURCES TYP I GAL EXISTING POINT OF CONNECTION BALL VALVE FIXTURE UNIT SUMMARY SERVICE DOMESTIC WATER SANITARY SEWER SERVICE REQUIREMENTS SERVICE SIZE MAIN GAPAG DOMESTIC WATER SANITARY SEWER FUEL GAS FIRE PROTECTION OLD F.U. NEW F.U. O 24 O 35 WATER PIPE SIZING CHART (GOLD WATER) TOTAL F.U. 24 35 (E)2 I NGH 15 GPM ( INCH 35 F.U. (E)2 INCH q84 GFH I NCH GPM * BACKFLOW PREVENTER MODEL: EXISTING SIZE WA * PRESSURE REGULATING VALVE MODEL: N/A SIZE N/A WATER PIPE SIZING CHART (HOT WATER) HYG GONSULTI NG ENGINEERS, Inc. 556 N. Diamond Bar Blvd., 44304 Diamond Bar, California G1765 TeI:(gOq)3g6 -8168- Fax:(G0q)3g6 —S16q• E— maiI:HYG @HYGENGINEER.GOM 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 CONSULTANT: PROJECT NAME : WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY., SPACE NO. FC -10 TUKWILA, WA 98188 PANDA EXPRESS REF. # Ml- 08- 01189 REVISIONS : NO. DESCRIPTION This document contains information proprietary to Atlaschi + Associates Architects Inc. and is furnished in confidence for the limited purpose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Atlaschi + Associates Architects, Inc. All rights reserved, © Copyright 2008 by Atlaschi + Associates Architects, Inc. SHEET TITLE : PLUMBING NOTES AND SPECIFICATION SCALE : AS SHOW ISSUE DATE : 05 -04 -2008 '1V 1 11 .11ydl�lr� 11.1111!111 AfLA9CIII1 + ASSOCIATES ARC■ITICTI www.A3LA.com T> [31 0] 827 - 3644 f> [31 0] 827 - 3643 11111:1.19 DATE RECEIVED CITY OF TUKWILA MAY 192008 PERMIT CENTER Z:1Cal Arc ProJed107 ProJact -CA1. Ara107 -1 PX wombed document1170705 PX @ South Center Mall, Tukwila. WA M1.08.O1189 MEP OnIy 170705r410744- P10.dwg, 5/6/20083,24:32 PM, Oce T➢S400 1 xpc3 A HEALTH & BUILD'G DEPT SUBMITTAL 10-08 -2007 A PANDA REVISION 03-15 -2008 A LANDLORD COMMENT 04-05 -2008 e F M L & WIC LTG 04-07 -2008 A HOOD CONTROL DIAGRAM RMSION 04-14-2008 ,...• r . ®"� d . ` s►--^• . 4 ,0". d■ O ^ �'-` --` ""-^, d' . r '"" � °" 1 ^ �� '� ti ,. ` _ � � �` �0 � " '~ "'`"� ` 1•-■,•■ • J C � J iy. I N.G) 1 6"HW 2 "V r --- I I� 1 1 4 I V � 2 "65,2 "V 2"G 2 "FV I � 2"65,2 2 "GS5` Tr<1 2 "GS,2 "V O �C 3 /4 "GW 2 2 2 "GS,2 "V 2 "V 3 4 "GIN 412 "HIN 3 4 "GW4HW 3 4 "GW4 HW • 3/ II pi 3 /4 I I CW WATER RISER DIAGRAM N 2 "65,2 " 1 4 "GS '(9. g' 3 "GS,2 "V O (E)6 "GS DN TO (E)SREASE INTERCEPTOR i (E)6 "GO •4 "GS (E)4 "GO 3 "SS,2 V� O I E � � 3 "G 2 "V I11■, 3 "SS ` 1R 1 2 "GS,2 "V g 2 "FV 4 "GS c J -2 "FV (E)2 "GIN TO (E)INATER METER FOR GONT. 14 "CW4HIN 3 4 "GW4 HW X/ O / II I ■:(E)4 "GO < 0 3 GS,2 V 3 "GS)` " CW P.O.G. 2 "65,2 "V 3 /4 "GIN 24.E) 1 1 I "HIN I I "HIN 1 /"F11/1 (E)2"GIN (E)6 "GS (E)3 "V TO (E)4 "VTR V \ 3 V � � X >% � Y 2 "FV - 5 GS WASTE AND VENT RISER DIAGRAM I P.O.G. 3 "GS,2 "V 0, 47 3 4 "GW4 (E)3"V 2 "V 3 "65,2 "V 2"65,2"V (E)2 "GIN SOV (011 A.F.F. 3 4 "GW4HW J - P.O.G I P.O.G:' I CEILING ■ ---.. / N— \— (E)3"V .--->1 1 ['_ [1 (E)2 "GIN SCALE 3 2 "6 1 (45o GFH) 10' 1 "G 21D 1 116 (110 GFH) GAS REGULATOR, SENSUS MODEL I43 -80 -2, Ii4 "x1 5 45" ORIFIGE 1^I/ F.O.G GREEN SPRING OR EQUAL. MAX. 1020 GFH, I "V TO OUTSIDE. TOTAL DEV. LENGTH = 100' (I10 GFH) 114"6 (1c10 GFH) (E)2 TO (ESAS METER FOR GONT. ANSUL VALVE 2"G(860 GFH) ANSUL VALVE I/2 "G (32 GFH) 5A (32 GFH) 10' (E)2 (100 GFH) ON ROOF / MA \/ ROOF._____T---<-- CEILING 11c HHYC CONSULTING ENGINEERS, Inc. 556 N. Diamond Bar Blvd., #3O4 Diamond Bar, California 011765 Tel:(diQq)3g6 -8168- Fox:(gOq)3g6 -816 E- maiI:HYG @HYGENGINEER.GOM 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 CONSULTANT: PROJECT NAME : REVISIONS : NO. DESCRIPTION Job Number : 0744 SHEET TITLE : El flifl tl I 11 11 1 1 J'flllill AiLASCIII + ASSOCIATES AIC■ITECTS www.A31A.cam T> [31 0] 827 - 3644 F > [ 3 1 0 ] 827 - 3643 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY., SPACE NO. FC -10 TUKWILA, WA 98188 PANDA EXPRESS REF. # Ml- 08- D1189 SCALE :AS SHOW ISSUE DATE : 05 -04 -2008 li111111 IEI l1d Checked by: Approved by : This document contains information proprietary to Atlaschi + Associates Architects Inc. and is furnished in confidence for the limited purpose of evaluation, bidding or review, This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Atlaschi + Associates Architects, Inc. All rights reserved. © Copyright 2008 by Atlaschi + Associates Architects, Inc, WATER /GAS /WASTE & VENT RISERS DATE RECEIVED CITY OF TUKWILA MAY 19 2008 PERMIT CENTER Z:1Cal Arc Prolect107 ProJsct -CPI_ Arc107 -1 PX ccncstrucdon document 170705 PX la South Center Mall, Tukwila, WA M1-08-01189 MEP OnM170705r4\0744- P10.dwg, 5/5/2008 325:06 PM, Oce TDS4001 xpc3 FIXTURE UNIT TABULATION FIXTURE GOLD HOT VALVE WATER CLOSET 10 — TANK WATER CLOSET 5 -- URINAL 5 -- LAVATORY /SINK 15 1.5 JANITOR'S SINK 3 3 SHOWER/BATHTUB 2 2 PDI SIZE PIPE SIZE FIXTURE UNIT LOAD A 1/2" I -II B 3/4" 12 -32 G I" 33 -60 D I -1/4" 61.113 E 1 -1/2" 114 -154 F 2" 154 -330 e �1�. SLIBIATTAL A PANDA RBASION 03- 15-2008 A LANDLORD COWAENT 0405 -2008 A 4111 FL MK & WIC LTG RMSON 04-07-200S A HOOD CONTROL DIAGRAM 04142008 • • PLUMBING SPECIFICATIONS I- THE WORK includes connection of plumbing utilities to Landlord's utilities and installation of a complete plumbing s ystem within the shop. Provide new materials, fittings, accessories, fixtures and equipment necessary for a complete and properly functioning system as shown on the plans and as required. The work Includes final connections to equipment and fixtures provided by others. Furnish all new materials. Work shall be performed by experienced tradesmen, and their workmanship shall be high standard, acceptable to the Architect, Tenant, and Landlord. 2. CODES: All work shall be In accordance with local codes, safety regulations, or ordinances. Pay for any permits required, and call for any required inspections to be made by local authorities. 3. THE INTENT of the drawings Is to indicate the general extent of the work required for the project. The drawings for plumbing work are diagrammatic, showing the general location, type, piping, fixtures and equipment required. Provide all fittings, accessories, offsets, and materials necessary to fulfill the intent of the Plans. The drawings shall not be scaled for exact measurements -- use dimensioned Architectural drawings. Refer to manufacturer's standard rough -in drawings for plumbing fixtures, and to Architectural drawings for exact locations. 4. FSE ROUGH -IN DRAWINGS: Refer to rough -in drawings furnished by the Food Service Equipment supplier, for exact location of water piping supplies and drain locations to serve Food Service Equipment. Do not layout the work of this Section without such drawings. 5. COORDINATE with the work of other sections and trades, with equipment furnished by others, and with the constraints of the existing conditions of the project site. 6. MISCELLANEOUS EXPENSES such as hook -up charges, permits, inspections, and other expenses related to a complete and functioning system are Included as part of this Section. 1. PIPING SYSTEMS, GENERAL: All piping shall be run parallel to building lines and supported and anchored as required to facilitate expansion and contraction. All piping shall be concealed except in unfinished spaces. Install as required to meet all construction conditions and to allow for installation of other work including ducts and electrical conduit. At all connections between ferrous piping and nonferrous piping, provide an Isolating dielectric union. Seal pipe penetrations of fire floors and firewalls with fireproof putty or grout. Provide Sumner or equivalent pipe hanging system In chases. Provide hangers as recommended by hanger manufacturer and M5S- SP --SS, 69 and 8a. 8. WASTE PIPING: Provide all drain, waste and sewer piping within the project space with connection to the Landlord's sanitary waste system on site. All piping below floor slab shall be service weight hub and spigot pipe and fittings with neoprene gasket joins, or hubless pipe with cast iron couplings with stainless steel bolts coated with mastic. All waste piping above floor shall be service weight copper hubless pipe, connectors and fittings. All pipinq shall be sloped uniformly at 2% unless otherwise required by existing conditions. Q. VENTS: Provide a complete system of vent piping, consisting of service weight cast Iron hubless pipe, connectors and fittings. Combine the vent risers in the ceiling space and connect to existing vent main provided by Landlord. 10. WATER PIPING: Connect to existing water piping and provide a new domestic hot and cold water piping system inside the building as shown on drawings. Lay out water piping so that entire system can be drained. Hot and cold water piping shall be Type "L" copper tubing ASTM B-SS with wrought copper fittings and sweat connections using lead -free solder. Provide water hammer arresters at contractor's option. Flush the water piping clear of debris and clean the aerators and strainers at the termination of the Installation. II. NATURAL GAS PIPING inside and outside the building above grade shall be Schedule 40 black steel ASTM A -33 pipe with 125 lb malleable iron screwed fittings where exposed, and welded fittings and joints where concealed. Primer and paint exterior gas piping to prevent rust. Provide all unions, shut off valves and drip legs required by NFPA -54 and governing codes. Provide all tests, inspections, hangers and appurtenances required for a complete and operating system. Tap on utility gas main and gas meter shall be by gas company. Extend piping from meter to equipment as detailed on drawings. Provide routing, hanging, and penetrations per Landlord's requirements. 12. PIPE INSULATION: Insulate all cold water and condensate piping with 1/2 ", and hot water piping with I ", preformed fiberglass with all- service jacket with vapor barrier (by CT, 00, JM, PPG, or Knauf). At contractor's option, plenum -rated elastomeric insulation (by Armstrong, Rubatex or equal) may be used. 13. SHUT -OFF VALVES with unions shall be provided at branches to groups of more than two fixtures, and at the water heater, to facilitate isolation for repair or replacement. Use chrome - finished forged bronze body ball valve, with teflon seats and packing, 400 lb WOG, with solder ends, equal to Jenkins #102 -T. Gas valves shall be all bronze lubricated plug cocks for screwed pipe, by l'lalworth, Rockwell, Nordstrom or approved equivalent. 14. ACCESS PANELS shall be provided in ceilings or walls where concealed control devices are located, except where access for adjustment and maintenance 1s possible through lay -in ceilings. 15. SUPPLIES AND TRAPS: Provide water sealed traps and supplies installed as close as possible to all plumbing fixtures, drains, and food service equipment or beverage dispensing equipment items furnished by others, having a waste connection, or requiring water service. Exposed traps and supplies in exposed areas (including cabinet interiors) shall be chrome plated brass. 16. INSTALLATION: Thoroughly clean items before installation. Gap pipe openings to exclude dirt until fixtures are installed and final connections have been made. Proceed as rapidly as construction will permit. Set fixtures level and In proper alignment. Install supplies in proper alignment with fixtures, per manufacturer's rough -in dimensions. Install silicone sealant between fixtures and adjacent material, for sanitary joint. Repair any damage done to existing features and restore to original conditions. Provide clean conditions at termination of work. I1. TEST water, gas, vent, and waste systems per local code requirements. When testing indicates materials or workmanship are deficient, replace or repair as required, and repeat test till standards are achieved. 15. GUARANTEE the work and the Installation for one year after formal acceptance by the Landlord and Tenant. II. ALL saw cut and patch back of floor to match existing finishes. Backfill per landlord' soils engineer's recommendations OVERHEAD G.W. SUPPLY w 411/411210121:11/45101•02121212151 401112112115112511 M1F • \ TRAP PRIMER UNIO VACUUM BREAKER FINISH FLOOR .W. SUPPLY • GRAVITY LINE TO TRAP TYPICAL TRAP PRIMER DETAIL NOT TO SCALE p COOKING APPLIANCE GAS PIPE PD) SIZE " ROOF CEILING FLEXIBLE APPLIANCE CONNECTOR FURNISHED BY OTHERS. 57 OUT W/ MANUAL VALVE AND CAULK AROUND GAS PIPE WATERTIGHT FLOOR — - ARRANGEMENT SHOWN 15 SCHEMATIC. MAKE FINAL CONNECTION TO EQUIPMENT AS RECOMMENDED BY MFGR. PROVIDE WELDED FITTINGS 4 JOINTS IN ANY CONGEALED, UNSLEEVED LOCATION. CONFORM TO REQUIRMENTS IN NFPA 54 AND LOCAL CODES /AUTHORITIES. GAS SYSTEM TO BE TESTED WITH A TEST PRESSURE OF NO LESS THAN Ili TIMES THE PROPOSED MAXIMUM WORKING PRESSURE (NOT LESS THAN 3 PSIG), FOR A DURATION OF NOT LESS THAN 1 HOUR FOR EACH 500 CUBIC FEET OF PIPE VOLUME OR FRACTION THEREOF. REFER TO NFFA 54 FOR FURTHER TESTING INFORMATION. PROVIDE CLEANOUTS IN TURNS/ENDS OF PIPE. USE FITTINGS IF SIZE IS LARGER THAN I ". SLOPE PIPE AS MUCH AS POSSIBLE TOWARD DISGHARGE. --.- / MAKE CONNECTION TO EQUIPMENT AS REQUIRED. MAKE PIPE MINIMUM ONE SIZE LARGER THAN EQUIPMENT CON- NECTION, MINIMUM 3/4 ". USE "M" OR "L" HARD COPPER UP TO 1" AND TYPE DWV FOR LARGER. - ROUTE PIPE INCONSPICUOUSLY AND UNOBTRUSIVELY. HANG PIPE AS REQUIRED. DO NOT INSULATE INDIRECT DRAIN PIPE WHEN INSTALLED IN FOOD SERVICE FACILITY. REFER TO LOCAL GODES FOR FURTHER INFORMATION. MANUAL GAS VALVE (TYP.) DO NOT INSTALL VALVES IN CEILING SPACE IT INSTALL PER PDI STANDARDS AND MANUFAGTURER'S INSTRUCTIONS. SINGLE FIXTURE DO NOT PROVIDE AIR CHAMBERS. PROVIDE HATER HAMMER ARRESTERS BY SIOUX CHIEF, PRECISION PLUMBING PRODUCTS, WATTS OR APPROVED EQUIVALENT WITH PISTON AND 0 -RING CONSTRUCTION, HAVING PDI #WH- 201, ASSE # 1010 AND ANSI * AI1226.IM CERTIFICATION. INSTALL IN HORIZONTAL OR VERTICAL POSITION, BUT NEVER. UPSIDE DOWN. INSTALL IN LINE WITH WATER FLOW DIRECTION IF POSSIBLE. SIZE THE UNITS AS SHOWN ON THE DRAWINGS AND /OR PER THE TABLES SHOWN ABOVE. WATER HAMMER ARRESTERS NOT TO SCALE MITER THE INSULATION AT TEES AND ELBOWS SO THAT THERE ARE NO GAPS AT JOINTS IF POSSIBLE, THEN TAPE THEM. OTHERWISE FILL THE GAPS WITH BLANKET FIBER- GLASS AND PROVIDE ONE -PIECE PRE - MOULDED PVC FITTING COVERS. PROVIDE 1/2" UNICELLULAR ELASTOMERIC INSULATION ON DOMESTIC HOT AND GOLD WATER PIPES IN WALLS AND CHASES. 1 MITER THE INSULATION AT TEES AND EL- BOWS. SEAL ALL JOINTS WITH ADI ICSIVE. 4 4 ROOF PENETRATIOPL r` GAS PIPE ON ROOF PER DETAIL i L SUPPORTED PER DETAIL II ALL GAS PIPING FROM THIS POINT INTO SPACE 15 TO BE WELDED JOINTS ONLY — MANUAL GAS VALVE Mr) PG TO ROUTE GAS PIPING IN PARTITION WALL AS REQ'D WITHOUT JOINTS. STUB OUT PIPING JUST BELOW CEILING TO EXPOSE VALVES THEN ROUTE PIPING BACK INTO WALL SPACE. SEAL ALL WALL PENETRATIONS W/ CAULK. �r TYPICAL 6" DIRT LEG TO 6" ABOVE FLOOR NOT TO SCALE DISCHARGE INTO CENTER HOLE OF GRATE OF FLOOR SINK WITH AIR GAP SUFFIG- FIGIENT TO REMOVE GRATE AND STRAINER. MINIMUM GAP = TWICE PIPE DIAMETER. PROVIDE TRAP AND 6" HIGH PIPE VENT OPEN TO ATMOSPHERE WHEN DRAIN LINE IS LONGER THAN 5' (IAPMO) OR 2' (BOCA). INDIRECT DRAIN NOT TO SCALE HOT OR GOLD WATER SUPPLY IF HORIZONTAL BRANCH IS LESS THAN 20' LONG, PROVIDE ONE NHA AT END OF LINE. IF BRANCH 15 GREATER THAN 20' LONG, PROVIDE ANOTI ER WHA IN MIDDLE, EACH SIZED FOR HALF THE FIXTURE UNITS. MULTIPLE FIXTURES COVER VALVE BODIES WITH INSULATION, BUT NOT UNIONS. 4 TAPE JOINTS OF Fl- BERGLASS INSULATION. PROVIDE A ONE FOOT LENGTH OF NONGOMPRES- SIBLE INSULATION AT HANGERS FOR ALL PIPE 2" AND LARGER. REFER TO OTHER DETAILS FOR TREATMENT OF INSU- LATION AT PENETRATION OF WALLS, FIREFLOORS, FLOORS, AND FIREWALLS. PIPE INSULATION NOT TO SCALE 4 PROVIDE 1/2" FIBERGLASS INSULATION WITH ALL - SERVICE JACKET WITH VAPOR BARRIER ON ALL GOLD WATER, CONDENSATE, AND STORM DRAIN PIPE UP TO 4 ". PROVIDE I" INSULATION ON STORM DRAIN PIPE ABOVE 4" SIZE. PROVIDE I" FIBER- GLASS INSULATION WITH ALL - SERVICE JACKET ON DOMESTIC HOT WATER PIPING. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION REGARDING INSULATION. INSTALL ALL ITEMS PER SPECIFICATIONS AND MANUFACTURER'S INSTRUCTIONS. MAINTAIN VAPOR BARRIER ON GOLD PIPING BY MEANS OF SEALANT AND TAPE. FLAME - SPREAD AND SMOKE- DEVELOPED INDEXES SHALL NOT EXCEED 25/SO. SEAL EXPOSED ENDS OF FIBERGLASS INSULATION WITH ADHESIVE MASTIC. "WATTS" 1/2" NO. OOa REDUCED PRESSURE PRINCIPLE ASSEMBLY. ABOVE BALL VALVE MINIMUM 6" ABOVE ICE MACHINE, MOUNTED ON PIPE PROVIDE FULL PORT BALL SHUT -OFF VALVE ON ROUGH -IN. INSTALL WATER FILTER PER MAN- UFACTURER'S INSTRUCTIONS IF FURNISHED WITH ICE MACH. INSTALL WHERE ACCESSIBLE. FLOOR 2" FS �r PROVIDE GOLD WATER ROUGH -IN AT TOP OF ICE MACHINE. ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST AS REQUIRED TO SUIT CONDITIONS. VERIFY CONNECTIONS WITH MANUFACTURER, ICE MACHINE CONNECTIONS PROVIDE ROUND SECURED NICKEL BRONZE ADJUSTABLE TOP WITH "GO" CAST IN COVER. PROVIDE GLEANOUT TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKER, RECESSED FOR TILE, SGORIATED FOR UNFINISHED FLOORS). PROVIDE PLASTIC PLUG IN CAST IRON BODY. GLEAN THE TOP OF EXPOSED FGO AFTER INSTALLATION. MEMBRANE CLAMP AS REQUIRED FOR DEPTH OF SEWER HUB AND SPIGOT CAST IRON PIPE BELOW FLOOR. —_ SANITARY OR STORM SEWER LINE '� . rnI 1t TWO -WAY GLEANOUT FOR LOCATION, SEE DWG P -I.O LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS OF PIPE GREATER THAN 45 DEGREES, AT 50' INTERVALS ON STRAIGHT RUNS, AND WHERE SHOWN ON PLANS. PROVIDE BACKFILL PER ARCHITECTURAL SPECIFICATIONS. LOCATE CLEANOUTS WHERE THERE 15 15" CLEAR AROUND. CONSULT LOCAL CODES FOR OTHER FGO REQUIREMENTS. 1/4" HOLES 0 3/4" CENTERS FOR VENTILATION ROOF PLYWOOD ROOF RAFTERS TYPE "B" DOUBLE WALL FLUE COMBINATION TEMPERATURE PRESSURE RELIEF VALVE (I50 PSI) 3/4" GOPPER DRAIN TERMINATE AT 6" ABOVE FLOOD RIM OF MOP SINK HOT WATER —\ ADAPTER AND SIX FOOT LONG 3/5" REINFORCED FOOD GRADE PLASTIC TUBING TO CUBER WATER INLET. USE HOSE CLAMPS AS REQUIRED. PROVIDE FLOOR SINK AT FRONT EDGE OR SIDE EDGE OF ICE MACHINE, WHERE ACCESSIBLE FOR GLEANING - NOT UNDER ANY EQUIPMENT. NOT TO SCALE FLOOR SLAB ON GRADE SAME SIZE AS SEWER UP TO 4" MAXIMUM. LONG SWEEP ELBOW AT END OR TURN OF RUN. COMBINATION NYE AND EIGHTH BEND IN RUN. ENTER TOP OF PIPE. DIRECTION OF FLOW WE: HER IELD MA l t IAL NOTE: WATER HEATER - . UE SHALL TERMINATE I' ABO '. OR S' AWAY FROM PARAP WALL FLUE VENT DETAIL NOT TO SCALE /2 .l VACUUM RELIEF VALVE: "WATTS" OR EQUAL GOLD WATER I 1/2" GOLD WATER f i S UPPLY DOWN IN PARTITION WHERE SHOWN ON PLAN. CONNECT TO CUBER AND ICE BIN DRAIN OUTLETS AS REQ'D. REFER TO "INDIRECT DRAIN" DETAIL FOR MORE INFORMATION. 36" FLASHING I" CLEARANCE BETWEEN UE AND COMBUSTIBLE UNION -TYP. ELEC. WATER HEATER 3 /8 "cP LONG LAG BOLTS THRU. BLOCKING OR STUDS (TYP. 4) SECURE HEATER TO WALL I6GA x 2" STEEL STRAP 22GA GALV STEEL PAN ALL WELDED WATER TIGHT CONSTRUCTION MIN. 4" DEEP �•�.. ___fir �.��, PAN SHALL DRAIN TO MOP SINK OR APPROVED LOCATION BY LANDLORD NOTE: DRAIN PAN AND T$P DRAIN SHALL BE INSTALLED INDEPENDENTLY TO THE EXTERIOR OF THE BUILDING. (9 PROVIDE AN INDIVIDUAL VENT ON ALL FLOOR DRAINS. INSTALL VENT IN PARTITION OR CHASE WHERE SHOWN ON PLAN. HORIZONTAL VENT BELOW FLOOR IS NOT PERMITTED. IF FLOOR DRAIN/SINK IS MORE THAN 5' ON A 2" WASTE OR 6' ON A 3" WASTE FROM THE PARTITION, PROVIDE A TRAP AND WASTE LINE TWO PIPE SIZES LARGER THAN THE DRAIN/SINK OUTLET, WITH A REDUCER ON THE TRAP INLET, AND VENT WITHIN 15 I-T. OTHER VENTING METHODS MAY BE USED IF APPROVED BY LOCAL CODE. REDUCING MAXIMUM 15' WHERE ENLARGED WASTE LINE 15 USED AS A COMBINATION WASTE AND VENT SYSTEM. PROVIDE TRAP PRIMER IF RE- QUIRED BY LOCAL AUTHORITIES. OTHERWISE DEEP -SEAL P -TRAP. MEMBRANE CLAMP- ING COLLAR AND SEEPAGE PAN. MAXIMUM TAILPIECE LENGTH 15 2 FEET. SLOPE WASTE AT n 'TWO PERCENT. n --- — LOCATE FLOOR DRAIN/SINK WHERE SHOWN ON DIMENSIONED ARCHITEC- TURAL PLAN. IF FLOOR STRUCTURE INTERFERES WITH FLOOR SINK, MOVE SIDEWAYS IF POSSIBLE, OTHERWISE MOVE BACK. ALWAYS LOCATE WHERE EASILY ACCESSIBLE, BUT NOT IN FOOT TRAFFIC. IF SITUATION 15 FLOOR SLAB ON GRADE, PROVIDE BACKFILL PER SPECIFICATIONS. IF CONCRETE FLOOR IS NOT EXISTING, SET DRAIN IN PLAGE AND POUR AROUND IT. IF CONCRETE FLOOR 15 EXISTING, SAW GUT OR GORE DRILL IT. SET DRAIN BODY IN PLACE AND POUR AROUND IT. RECESS TOP OF FLOOR SINKS 1/2" BELOW FLOOR SURFACE AND SLOPE FLOOR TO IT. DO NOT RECESS TOP OF FLOOR DRAINS. IF SITUATION IS FLOOR NOT ON GRADE, REFER TO "FLOOR PENETRATION" DETAIL FOR VENTS. FLOOR DRAIN /SINK 5 NOT TO SCALE 4L3-7 J TWO OR THREE COMPARTMENT SINK 2" VENT IN WALL AIR INTAKE CLEANOUTS IN ENDS OF PIPE. - 1 . I.is L I 1 FLOOR 2" COPPER PIP F.5. CONCRETE FLOOR M AXIMUM 5' ON 2" 1 WASTE OR 6' ON 3". CLEANOUT �-- 3" WASTE �� , NTERC OR ARRANGEMENT 5110144 15 SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS OR MEET LOCAL CODE REQUIREMENTS. COPPER PIPE, FITINGS AND CONNECTORS ALL AROUND SINK AND TRAP. CONNECT TRAP FROM CENTER COMPARTMENT. PROVIDE CLEANOUT TEE WITH SCREWED COUNTER- SUNK ABS PLASTIC PLUG: TAPERED - THREAD WITH WE JOINT COMPOUND. WHERE CLEANOUT CONGEALED IN A CHASE OR PARTITION, PROVIDE A ROUND IS GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD MACHINE SCREW. CONCRETE FLOOR SLAB. II II II p SLEEVE ROOF' IF REQUIRED. PROVIDE LEAD OR COPPER FLASHING OR SPUN ALUMINUM BASE IN BED OF MASTIC. COOOD I NATE WITH ROOFER. REFER TO PL WELDED OR LOCATE P a 111 lb 4 ROOF G OVER ME - . BY ROOFI TAL ASHI N r CONTRACT*' r UTILITY SINK NTS • • MN i w S COMPANY (VERIFY) TEST COCK - METER F CFH PRESSU GULATOR FF VALVE BY PLUMBING CONTRALTO GAS SERVICE EXTERIOR BU GAS PI SIZE USE B P NTS FOR METERING AND PIP! THE TILITIES MINIMUM TEN FEET FROM SHALL PAY ALL GAS COMPANY 1-tt OR SCREWED PIPE AND FITTINGS PER ANY SHALL EXCAVATE, BACKFILL, AND OR SOei FOR GAS SERVICE LINE INSTALLATION FR OM MAIN PAIN EXPOSED METAL GAS PIPE, FITTINGS AND I LIGHT TO SCALE ROOF DECK COLUMN OR PARTITION AS SHOWN ON FLOOR PLAN. CLEANOUT FACE SHALL BE WITHIN 4" OF WALL SURFACE. PROVIDE PIPE EXTEN- SION IF REQUIRED. REFER TO PLUMBING FIXTURE SCHEDULE FOR FURTHER INFORMATION. PROVIDE NCO AT BASE OF ALL RAIN - LEADER DOWNSPOUTS - PROVIDE INGO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCI ILL NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER CO N REQUIREMENTS. WALL CLEANOUT RIGHT AND LEFT NIPPLE 4 CO Iaae CPC SEE #I211.I0 NOT TO SCALE S I tNPED FLEXIBLE PVC OR NEOPRENE COUPLING CLAMP FLASHING AND PIPE WITH STAINLESS STEEL SCREW NOS ROOF SUPPORT. REFER TO DETAIL. II II R..F INSULATIO _. ANCHOR PIPE TO RO+ DECK OR JOISTS. S FOR PIPE SIZE(S) AND LOCATIO -.).USE CREWED FITTINGS AS SPECIFIED FOR " - SIZE. TION MINIMUM IS" FROM ADJACENT P' LS. ' AS PIPE ROOF PENETRATION NOT TO SCALE MPS. W ELBOS TO COMPENSATE FOR PIPE EXPANSION. FLA BY PRES STUB ELBOWS ABOVE FLOOR AT LOCATIONS SHOWN ON PLAN, 4" ON GARBONATOR END, 4" ON DISPENSER END. SEAL TO CABINET WITH SILICONE. USE FOUR INCH P.V.G. FITTINGS AND COUPLINGS. USE MINIMUM QUANTITY OF COUP- LINGS REQUIRED, SEALED WATER- TIGHT. USE LONG SWEEP ELBOWS AT BOTH ENDS, MINIMUM TWENTY FOUR INCH RADIUS. AVOID ELBOWS IN HORIZONTAL RUN IF AT ALL POSSIBLE. BELOW -FLOOR SODA CONDUIT GAS CAPACITY 5H ON PLANS STRAINER (OPTIONAL) VERIFY RE QUIRE INSTALL OTHE USE WELDS GAS CO DRILL HOLE IN SIDE OF BOX AND PROVIDE SILICONE SEAL AROUND PIPE PENETRATION. 1/4' 1 -1/2" CADMIUM- LAG SCREWS IS "xIS "x1 /2' W ALKWAY MA FOR BASE ( "CAREY -TRED" 0 PER ARCHITECTURAL SPECIFICATIONS.) GRADE OR PAVEMENT PRES SHUT- PROVIDE TRAP GO AT BOTTOM OF Y""' RISER AND DIS- CHARGE INTO FLOOR DRAIN OR FLOOR SINK WITH AIR GAF OF TWICE PIPE DIAMti es. � FLOOR HICK ROOF RIAL LENGTH AS REQUIRED 3/4" ROOF . • • NOT TO SCALE PE P ONTO ROOF. AS HOWN ON PLAN. ACK STEEL PIPE. INCREASER. DIRT LEG AT BOTTOM OF RISER. ANCHOR RISER TO WALL. FLOOR 1NG WALL. REDUCE PRESSURE TO '1" INC. r�l CO PROVIDE GLEANOUT IN TURNS AND ENDS OF PIPE. MAKE CONNECTION N TO COIL AS REQUIRED. NO INSULATION ON PIPE RISER. PROVIDE I" ELASTOMERIC INSULATION OVER HEAT TRACING ON CONDENSATE LINE (FOR FREEZER BOX ONLY) BY WALK IN BOX INSTALLER, (ELECTRIC. HEATING CABLE IS BY CONTRACTOR). WITH GAS COMPANY. - LINE. PLUMBING S R INSTALLATION. FLU ING SPECS. REPAI - ANY PAVING 0 BUILDING. ITEMS IGHT REEN. - DX COIL COORDINATE ROUTING OF DRAIN WITH SHELVING IN WALK -IN BOX. WALK -IN COOLER OR FREEZER BOX. 1-: \...t f SEE FLOOR PLAN FOR RECEPTACLE LOCATION. INSTALL PIPE HIGH AS POSSIBLE, ANCHORED TO HALL OF BOX WITH SUPPORTS AT MAXIMUM SIX FOOT CENTERS. USE TYPE "M" HARD COPPER TUBE AND FITTINGS WITH LEAD -FREE SOLDER JOINTS. SLOPE HORIZONTAL PIPE AT MINIMUM TWO PERCENT. REFER TO LOCAL CODE FOR INDIRECT DRAIN REQUIREMENTS. WALK -IN BOX CONDENSATE DRAIN NOT TO SCALE J GALVANIZED STEEL CL P. �■ DO NOT CLAMP PIPE GHT. 4 "x6 "x12 "RED OD V SUPPORT BLOC OR GGA ROT -PROOF '- - TED TIMBER. V -N CH TIMBER PROVIDE MULTIPLE BASE SHEt I S OR TRIM THE TIMBER ROOFING AS REQUIRED TO ACCOMODATE DIRECTION ROOF VARIATIONS IN OF GRAIN. ROOF ELEVATION. LOCATE AT TURNS OF PIPE, - 4' SPACING OR PLASTIC PIPE, AND AT THIS SPACING FOR METAL ' PE: 5 " -I6' 4 " =I4 3 " =12' 2- 1 /2 " =II' 2 " =IO' I- I /2 " =Q' I- I /4 " =8' I " =7' 3 =6'. PLACE BASE - S ON ROOFING BEFORE GRAVEL IF ANY. 5 BLOCKS FRFF ON BASE "'- S. STACK BLOCKS AND NAIL THEM TO THER WHERE REQUIRED TO E - PIPING. PRIMER GOA • ND PAINT EXTERIOR GAS PIPE LIGHT GREE COLOR. ROOF PIPE SUPPORT NOT TO SCALE den t�YG CONSULTING ENGINEERS, Inc. 556 N. Diamond Bar Blvd., #3O4 Diamond Bar, California g1765 Tel:(MO.1)316 -8168• Fax:(god)316 -8I6q• E- maiI:HYC ©HYCENGINEER.COM 4223 GLENCOE AVENUE, SUITE C-106 MARINA DEL REY, CALIFORNIA 90292 CONSULTANT: PROJECT NAME : REVISIONS : NO. DESCRIPTION SHEET TITLE : AiLASCIII + ASSOCIATES AICUITICT$ www.A3lA.com T> [31 0] 827 - 3644 F> [31 0] 827 - 3643 PLUMBING DETAILS WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY., SPACE NO, FC -10 TUKWIL , WA 98188 PANDA EXPRESS REF. # Ml- 08- D1189 Job Number : 0744 Checked by : DATE This document conhavis information tary to Atlaschi + Associates Architects Inc, and is furl - id - Ed for the limited purpose of evaluation, bidcing or review a may This � or contents to others without for hep other written consent of Atlaschi + Associates Architects, Inc, All rights reserved © Copyright 2008 by Atiasd i + Associates Architects, hc. RECEIVED CITY OF TUKWILA MAY 19 2008 SCALE : AS SHOW PERMIT CENTER ISSUE DATE : 05-04-2008 SHEET P•4.0 Z:1Cal Arc Projeet107 Project - CAL Arc107 - PX ConC5troCt1On document\170705 PX South Center Mall, Tukwila, WA M1. 08-01189 MEP OnIy1170705r410744-P1 O.dwg, 5/5/2008 325:43 PM, Oce TDS400 1 x.pc3 % EXp COPY Y / % . / ',,... , , 4, (,) . A / „ / , _..i o o ., , .z/ , ,../_. A PRE—OPENING INSPECTION EVIT THE KliA COUNTY HEALTH 633 SOUTHCENTER PARKWAY, TUKWILA, WA DEP .EREQUIRED PRI TO OPEFIK ar;\. APPLICANT PLAi SET OW , - IS �� : • : Tr) F.': AAeI CH I NE SPACE NO. FC-1O - DINING TERRACE AT WESTFIELD SOUTHCENTER PANDA EXPRESS REF. # M1- 08 -D1189 RESPONSIBILITY MATRIX C' SYMBOLS PROJECT DATA INDEX OF DRAWINGS T - TENANT (OWNER/ OWNERS VENDOR) GC - GENERAL CONTRACTOR NA - NOT APPLICABLE ..- " "- FURNISHED BY INSTALLED BY ADDRESS : SPACE NO. FC-3 WETSRLED TOPANGA SHOPPING CENTER LOS ANGELES CA CANYON 130;3 BOULEVARD LOS USE : RESTAURANT - FAST FOOD ( MALL'S COMMON FOOD COURT F AC►L OCCUPANCY : B - (EATING ESTABLISHMENT WITH OCCUPANT LOAD LESS THAN 50) MAXIMUM NUMBER 4 (FOUR) - INCLUDING MANAGER AT ANY TIME OF EMPLOYEES : AREA : SERVING / COOKING (PRIVATE) 441 SQUARE FEET / 200 (OLF) = 2205 BACK AREA/ PREP (PRIVATE) 504 SQUARE FEET / 200 (OLF) = 252 ARCHITECTURAL A0.0 TITLE SHEET EX 0.1 MALL EGRESS PLAN LOWER LEVEL NOT ISSUED DNIJ GB O FINISH IX D2 MALI_ EGRESS PLAN UPPER LEVEL NOT ISSUED A0,1 CONDITIONS & SPECIFICATIONS NOT ISSUED SECTION DESCRIPTION $'- 0" CELING HEIGHT A02 CONDITIONS &SP ECIFICATIONS NOT ISSUED 02050 CONSTRUCTION BARRICADE NA NA 1/A3.0 A03 CONDmONS 8, SPECIFICATIONS NOT ISSUED 02050 DEMOLITION INCLUDING SAW CUTTING SLAB 114 n10 NEW CONSTRUCTION PLAN NOT SECTION 03300 CONCRETE All FIXTURE & KITCHEN EQUIPMENT PLAN /12D INTERIOR EI.E1/nTTONS/ SECTIONS NOT ISSUED POST TENSIOINED STRUCTUAL CONCRETE FLOOR SLAB O L L E TOTAL AREA 945 SQUARE 1-b=1 (GROSS) : 5 OCCUPANTS NO, OF EXIT REQUIRED LESS 11-IAN 50 OCCUPANTS) = 1 (ONE) NO. OF EXIT PROVIDED = 1 (ONE) NET USABLE AREA : 945 SQUARE FEET (ALL "NON- PUBLIC" ACCESS) CONSTRUCTION : TYPE I - NON COMBUSTIBLE, FULLY SPRINKLERED 2 -STORY COVERED MALL - ENCLOSED FOOD COURT LOCATED AT UPPER LEVEL BUILDING CODE 2003 INTERNATIONAL BUILDING CODE WITH W/ AMENDMENTS PLUMBING CODE 2003 UNIFORM PLUMBING CODE W/ AMENDMENTS ELECTRICAL CODE 2003 NATIONAL ELECTRICAL CODE W/ AMENDMENTS MECHANICAL CODE 2003 INTERNATIONAL MECHANICAL CODE W/ AMENDMENTS ENERGY CODE 2003 WASHINGTON NON - RESIDENTIAL ENERGY CODE ACCESSIBILITY CODE CHAPTER 11 IBC AND OTHER INTERNATIONAL BUILDING CODE REQUIREMENTS FOR BARRIER -FREE DESIGN ACCESS INCLUDING ICC /ANSI A117.1 -2003 ARE CODE 2003 INTERNATIONAL FIRE CODE W/ AMENDMENTS BUILDING DEPARTMENT CITY OF LOS ANGELES - BUILDING & SAFETY DMSION VAN NUYS BLVD, RM, 251 VAN NuYS, CA 91401 ATTENTION ; TEL : (888) 524 -2845 LANDLORD : WESTFIELD CORPORATION, INC. ATTENTION: KAY SONG & NGAN -WAN LAU 11601 WILSHIRE BLVD., 9TH FLOOR LOS ANGELES, CA 90025 TEL : (310) 575-5972 FAX : (310) 575 -5991 OWNER ; PANDA EXPRESS RESTAURANT GROUP, INC. ATTENTION: JAMES TRUONG - PROJECT MANAGER 1683 WALNUT GROVE AVE ROSEMEAD, CA 91770 TEL : (626) 372 -5224 FAX : (626) 372 -8331 ARCHITECTS : ATLASCHI + ASSOCIATES ARCHITECTS, INC. ATTN : AMIN ATLASCHI 4223 GLENCOE AVENUE, SUITE G106 MARINA DEL REY, CA 90292 TEL: (310) 827 -3644 ext. 204 FAX (310) 827-3643 n21 INTERIOR ELEVATIONS! SECTIONS NOT ISSUED A22 CABINETRY DETAILS - SERVE COUNTER n2s CAI3IPJETRY & MISC. DETAILS NOT ISSUED 04730 QURATZ STONE VENEER FINISH ON SERVE COUNTER TOP & SPLASH GC COLUMN GRID 05500 METAL FABRICATIONS GC GC A3.0 STOREFRONT PLAN, ELEVATIONS, SIGN DETAILS NOT ISSUED '- KEYNOTE FOOD SERVICE EQUIPMENT / CABINETRY & FIXTURE DOOR PARTITION / WALL TYPES REVISION CHANGE OF FLOOR ELEVATION SLOPE SPOT ELEVATION DATUM P OINT 06000 ROUGH CARPENTRY GC GC n1D PARTITION SECT1GrJS nrvD FRAMING DETAILS NOT ISSUED 06400 FINISH CARPENTRY GC GC /14,1 I'RAMINJC & MISC. CONSTITUC11ON DETAILS NOT ISSUED 06405 CABINETRY 111 0 GC GC 1z3 SC I4EDULES NOT ISSUED 07500 ROOFING (CUTTING, PATCHING, CURB MOUNTED EQUIPMENTS) ) GC GC KITCHEN / FOOD SERVICE K -1 KITCHEN/ FOOD SERVICE EQUIP, SCHEDULE, GEN. NOTES & FINISH SCHEDULE MECHANICAL M 10 MECHANICAL DETAILS & NOTES NOT ISSUED 07812 REPAIR DAMAGES TO SPRAYED FIREPROFING ON STEEL STRUCTURE NA NA 07920 SEALANTS GC GC 123 08100 DOORS AND FRAMES 108 GC GC 123 • /C\ 3" 08400 GLAZING AND GLAZING HARDWARE 119 GC GC 08710 DOOR HARDWARE 108 GC GC 09260 GYPSUM BOARD AND METAL FRAMING M 2O MECHANICAL DETAILS & KITCHEN HOOD DETAILS NOT ISSUED STOREFRONT SOFFIT & CELING O 120 L L E M 3 MECI�InNICAL HVAC PLAN / MECW NICAL TITLE 21 & LE MDT ISSUED DEMISING WALL FRAMING 112 115 L L E M 4,0 EXN/1UST H DET AILS NOT ISSUED GYPSUM BOARD ON TENANT SIDE OF DEMISING WALLS 112 GC GC EXHAUST M 5D wAUST FAN & MAKEUP AIR DETAILS NOT ISSUED OTHER FRAMING AND GYPSUM BOARD GC GC � 6 I'CR�ORMANCE CUREVC & DL7NL$ NOT ISSUED 09300 PORCELAIN, CERAMIC & QUARRY TILE FLOOR, WALL AND BASE GC GC PLUMBING P D.1 MALL PLUMBING WATER USE CALCULn110NS UIPPRO 'TY4SSUED 09305 METAL TRANSITION STRIP (AT FLOOR FINISH TRANSITIONS) GC GC 09510 SUSPENDED GYPSUM BOARD & ACOUSTICAL LAY -IN TILE CEILING GC GC + iiiiiii 09650 RESILIENT BASE NA NA ' 1/4" PER FOOT LOS ANGFI FS INDUSTRAIL WASTE DEPT) 09900 PAINTING GC GC P 10 PLUMBING DETAIL$ 8 GENERAL NOTES NOT ISSUED 09986 FIBER REINFORCED SANITARY WALL PANELS GC 0'� " P 20 PLUMBING RISER DIAGRAM NOT ISSUED 10400 SIGNAGE P 80 WASTE /VENT / GW / 1411V / GnS PLUMBING PLANS NOT ISSUED ILLUMINATED STOREFRONT SIGN 113 119 GC GC ","'- "' - ` - .. IA. NOT ISSUED " . ' "". ' " • TOP OF CURB $- J3'-0" SOFFIT MENU, GRAPHICS PANELS AND MISC. GRAPHICS T GC - - - -. - - ELECTRICAL E 1 (FNFRAL SPECIFICATION / Fl FO11RAI I R;FNI7 NOT ISSUED APPLIQUE PLEXI DECAL SIGNS, PLAQUES AND VINYL LETTERS GC GC 10520 FIRE EXTINGUISHERS 10800 TOILET ACCESSORIES NA NA E 2 PANEL SCHEDULE / SINGLE UNE DIAGRAM / LICHT FIXTU �F KD 15330 ARE PROTECTION E 8 ELECTRICAL LIGHTING PLAN /ELECTRICAL POWER PLAN NOT ISSUED SPRINKLER MAIN TO THE LEASED PREMISES L L ( 7' DETAIL NUMBER SPRINKLER MODIFICATIONS WITHIN THE LEASED PREMISES 104 @ 00 GC GC SHEET" NUMBER REQUIRED MALL SUBCONTRACTORS : KEY PLAN AUDIBLE & VISUAL FIRE/ UFE SAFETY ALARM SYSTEM 104 GC GC SMOKE DETECTORS & HVAC DUCT SMOKE ALARMS a GC GC �� 15400 PLUMBING GC 4 2 SHEET NUMBER EATING, VENTILATION AND AIR CONDITIONING (HVAC) S ELEVATION NUMBER ..�.,� Funs eerNL EW CHILLED WATER AIR HANDLER & CONDENSING UNIT / MAKE UP GC GC AIR HVAC UNITS (NEW ROOF OPENING, CURB &ROOF PATCHING) PLAN 37 1:, Pi • .,.... r y. „ ' ^z ,�. w i n�,, } t� / ra rk r f k�3 c/ � �� ���a /ham 0 ,. / ? �� t� � / //f �Z .. { ,/ F /7,/ % / x � NORDSTROM ,.,�.. �aq�.• RANCH DUCTING, GRILLES, REGISTERS AND DIFFUSERS 88 VICINITY s ex y � ; , ; � : 4 / - ` '4 y, � . ,0, . W7 H n z�nGi. ��,�, • � /..�,�¢ 16000 ACCESS PANELS AT CONTROLS ABOVE CEILING TOILET EXHAUST DUCT 106 ELECTRICAL O +Hi Ug , ,;,h. I � MAIN SWITCH 117 L L h$�q Fyn '�"iw� JCPen mo ney SERVICE SERVICE CONDUITS TO LEASED PREMISES 117 L L /�� : uu/ � ; FUSE, METER & FEEDERS TO LEASED PREMISES GC GC '�� »- I J ' . I I ' , � - -1 n ELECTRICAL TRANSFORMER (& SUSPENSION SUPPORT STRUCTURE) GC GC : f., �• �%! fr• '��•. °. : ? : : : : > :� >� : :�� : : : : : : : :: H f. � ,3 1 >, f�;:. :. �,}},, s �- .. : ? : : :« : : ; i ; i,i ; ,? PANELS DISCONNECT SWFfCHES AND TIME CLOCK GC GC �. % : 5'/ 7> isu •w: s : ? ,, ; • : : Phi{ of •i? <. :,.'. :•i;i;� ? ? ?. ?.. : : r.;. ' v� : �. � fr $ 1�Y' ?�: Y''. iG? i :ii?i' :?i ?i�6$ :' : {Y {Y %� +i?66., ..,:.:. ii < ..� :.�' : : f : f :... •... ? :: .; +;.: .... •:• :.i /'' ?' �. ... �512yiE 1!.f ..: r r SCOPE OF WORK —. ill tg: 10 + r . � ' - ! - illi LIGHT PICTURES, LAMPS, EXIT AND EMERGENCY LIGHTS 103 o GC GC ' i ?Y ' . >,� ✓� 4, '�, /, <..'�: �'/ -_ �~: OT ELECTRICAL WORK WITHIN THE LEASED PREMISES 103 GC GO : ' : � : :f} •;f L'. ii? y? iiii�� : ? +i$ji:ii :$ +f +��ii ?��i�f <: y0 ?O :•i,: :? � ? :: >. SCOPE OF WORK FOR THIS SUBMITTAL IS LIMITED TO "NON- STRUCTURAL TENANT IMROVEMENTS OF AN EXISTING LEASE SPACE IN THE NEWLY REMODELED PRORTION OF AN EXISTING 2 -STORY RETAIL SHOPPING CENTER LOACTED IN CANGOA PARK, CA. IF DURING THE COURSE OF DEMOLITION WORK IT IS DISCOVERED THAT SOME STRUCTURAL MODIFICATION IS REQUIRED, A SEPARATE SUBMITTAL CONTAINING STRUCTURAL PLANS, DETAILS AND CALCULATIONS WILL BE SUBMITTED TO THE PRIOR AUTHORITIES AND LANDLORD FOR REVIEW, APPROVAL AND PERMITTING PRIOR TO PROCEEDING WITH THAT WORK, NO CHANGE OF USE OR ANY MODIFICATIONS TO EMERGENCY ERRING ROUTES IS PROPOSED. �♦ - - � _ ,; � TELEPHONE CONDUIT TO THE LEASED PREMISES GC GC { ? < :' °: c >. ? < ?; ; ?::' " v'• ;'? :�,,, ; ,:,:,: , :,, : :, ?5 :n' :;�� :•r,i :�. > <•�, :, , =c, l :;, :,' °' ; ° :' : :; °;.' : , :' F.4 1. ..=ii ,. TELEPHONE WIRING TO THE LEASED PREMISES GC GC • w : H �� � s -��fd V.: � :jr +y ?' ° � x ` ,,,3 :. : :. : :.;;. ; : :« :: �, ? �. ?x r,': ;• : :,.,r : : � #a ; �� ;; � : .. ? :.: ? r : nq { ? r:rr + { :ir +• : ?.f: :ii: i ? +i ? +i ? +i :l ? : ? i: '''' "«;xv : . . .. • f }x ` $ ' m- II+r� Pw�cwAY, Tucwu WA : PANDA EXPRESS TELEPHONE CONDUIT RUN WITHIN LEASED PREMISES & TEL BOARD %�. Sy'Y , :...�� �: 'ry " ` . % ��; P f TELEPHONES AND TELEPHONE SERVICE WIRING 107 T T 2007 45 lag 1 �,� - a E 633 sou Daz 0€ tl ; t p, �� - u LEVEL ,gyp, : sas 80. n NORTH SECURITY EQUIPMENT SYSTEM 107 109 T T WESTFIELD SOUTHCENTER • �' �. DOOR BUZZER, CONDUIT RUNS & WRONG GC GC A LANDLORD SUBMITTAL - SCHEMATIC DESIGN PACKAGE 02 -27 -2006 A HEALTH DEPARTMENT SUBMITTAL 10-08 -2006 Job Number : 0744 Checked by : Drawn by : Approved by • • KEYNOTE LEGEND : NOTE : KEYNOTES I HERE APPLY TO 'RESPONSIBILITY MATRIX' SHOWN ON THIS SHEET ONLY. 101. SEE THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS, SPECIFICATIONS AND DRAWINGS FOR DETAILED INFORMATION. 102. NOT USED. 103. SEE ELECTRICAL PLANS & LIGHT FIXTURE SCHEDULE FOR MORE INFORMATION ON THE SCOPE OF WORK, 104, ANY MODIFICATION TO EXISTING CONDMONS OR SYS- TEM SHALL BE PERFORMED BY THE MALL REQUIRED SUBCONTRACTOR - SEE UST OF MALL REQUIRED SUBCONTRCATORS ON THIS SHEET FOR MORE INFOR- MATION, 105. CONTRACTOR MUST ENGAGE PRE - QUALIFIED VENDOR OR SUBCONTRACTOR TO PERFORM THIS PORTION OF THE WORK 106, EXTEND NEW TOILET EXHAUST DUCTING TO THE LANDLORD DESIGNATED VERTICAL MECHANICAL CAHSE AND EXTEND UP TO THE ROOF. 107, GC. TO COORDINATE WORK AND REQUIREMENTS OWNER'S VENDOR IN CHARGE OF FURNISHING & INSTALLING THIS WORK. 108. SEE DOOR AND FRAME SCHEDULE, SPECIFICATIONS FOR INFORMATION, 109, GC, TO VERIFY THE EXACT EXTENT OF WORK REQ'D. TO FINISH LANDLORD PROVIDED CEILING/ SOFFIT FRAMING PROVIDED BY LANDLORD CONTRACTOR AT THE STOREFRONT/ SERVE COUNTER AREAS, 110. ARE SUPPRESSION (SPRINKLER) SYSTEM WILL REQUIRE A SEPARATE PERMIT. GC. TO SUBMIT SHOP DRAWINGS TO THE LOCAL FIRE DEPARTMENT OR OTHER AUTHORITIES HAVING JURISDICTION AS WELL AS OWNER'S INSURA - NCE AGENCY OR AGENT AS REQUIRED BY LANDLORD. 111. CONTRACTOR MUST PROVIDE MISCELLANEOUS BLOCKING, BACKING & SUPPORT FOR ALL OWNER SUPPLIED DISPLAY FIXTURES AS WELL AS THOSE FURNISHED BY HIMSELF. - SEE FIXTURE/ CABINETRY DRAWINGS FOR MORE INFORMATION. 112 EXISTING DEMISING WALL FRAMING BY LANDLORD - GC. TO PROVIDE 1 LAYER OF 5/8" TYPE 9X' GYP. UP TO THE DECK TO COVER THE TENANT SIDE AND PROVIDE SOUND ATTENTUATION (BATT INSULATION) INSIDE THE COMMON WALLS AS REM, BY LANDLORD OR THE OWNERS STANDRADS 113. MAIN STOREFRONT SIGN TO BE FABRICATED BY TENANT CONTRACTOR AND PAID BY CLIENT MANUR AD ART SIGN CO. CONTACT LORL VOLHELM (310) 297.9778 114, ANY MODIFICATIONS TO THE EXISTING POST TENSI- ONED CONCRETE FLOOR SLAB INCLUDING SAW -CUT TING, CORING ANDTRENCHING HAS TO BE APPROVED BY LANDLORD THROUGH HIS CONSULTING STRUCT- URAL ENGINEER & ON -SITE CONSTRUCTION COORD- INATOR PRIOR TO START OF THE WORK X -RAY IS REQUIRED PER LANDLORD'S DESIGN CRITERIA 115, GC, TO VERIFY THE EXTENT OF RESPONSIBILTY FOR CONSTRUCTING OR ANY MODIFICATIONS TO THE NEW DEMISING PARTITION(S) DIRECTLY WITH LANDLORD. XTU 116. VERIFY THE SCOPE OF LIGHT FIRES AND LAMPS FURNISHED BY THE OWNER SEPARATELY (GC. TO INSTALL) 117. G.C. TO VERIFY THE DISTANCE AND EXACT LOCA- TION OF A TENANT'S EXISTING WATER, GAS & ELECT- RICAL METERS. GC. TO FURNISH & INSTALL NEW METERS IF NONE EXISTING OR NON - COMPLYING WITH THE CODES. - VERIFY ALL REQUIREMENTS W/ THE LANDLORD & THE PUBLIC UTILITY COMPANY. 118, VERIFY THE DISTANCE OF THE NEAREST SEWER UNE AND CONNECTION POINT TO LANDLORD PROVIDED CENTRAL GREASE INTERCEPTOR SYSTEM WITHIN LEASED PREMISES. VERIFY POINT OF CONNECTION AND ANY OTHER REQUIREMENTS WITH THE MALL & THE PUBLIC UTILITY COMPANY, 119. SUBMIT SHOP DRAWINGS FOR ARCHITECT'S REVIEW & APPROVAL BEFORE START OF ANY WORK- MIN. OF 3 SETS OF DRAWINGS REQUIRED IF IN PRINTED FORM. DEFERRED SUBMITTAL LIST : THE FOLLOWING IS THE UST OF DEFERRED SUBMITTALS REQUIERED BY THE BUILDING DEPARTMENT WHICH WILL BE UNDERTAKEN BY GENERAL CONTRACTOR'S SUPPLIERS AND/ OR SUBCONTRACTORS UNDER SEPARATE PERMIT APPLICATIONS. GENERAL CONTRACTOR IS RESPONSIBLE FOR SUBMITTAL OF THESE DOCUMENTS TO THE ARCHIT- ECT FOR REVIEW AND APPROVAL FOR GENERAL CONFO- RMANCE WfTH THE DESIGN OF THE PROJECT PRIOR TO SUBMITTAL TO THE BUILDING AUTHORITIES FOR PERMIT - AS OUTLINED IN U.B.C. 106. 2 - NO WORK IS PERMIT- TED TO START UNTIL THE PROPOSED WORK HAS BEEN APPROVED BY THE ARCHITECT AND PERMITTED BY THE LOCAL BUILDING AUTHORITIES : 1. STOREFRONT SIGNAGE 2. FIRE SUPPRESSION (SPRINKLER) SYSTEM 3. FIRE ALARM & SMOKE DETECTION SYSTEM APPLICANT CONSULTANT: ATLASCHI + ASSOCIATES ARCHITECTS www.A3LA.com T> [31 0] 827 - 3644 F> [31 0] 827 - 3643 . 422 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 APPROVED RECI VE SUBJECT TO ORDINANCE NOV I. 2007 OCT 1 e 2007 SEATTLE-KID H CO Sy DER SCAMP' gp DIANE AG '-`671D" •. S2 15 1(v - Z- ;,sec PROJECT NAME : WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY, SPACE NO. FC -10 TUKWILA, WA 98188 PANDA EXPRESS REF. # Ml- 08- D1189 REVISIONS : NO. DESCRIPTION DATE This docunent contai & iiformaticn to Atlaschi + Associates Architects Inc, and is finished n co� fa the limited pupose of evaluation, biddng or review. Tilts docunent a its contents may not be used fa any other pqam: witen �ennof not �SChi +Associates A�rchit�ects, to without tha prior All rights reserved (] Copyright 2007 by Atl'aschi + Associates Architects, Inc. SHEET TITLE : TITLE SHEET SCALE :NONE ISSUE DATE :10-08 -2IX17 RECEIVi~D CITY OF 'f't Elt`•ll/r1A NOV 28 2007 r �-. PE�f�/St. wwNbi; SHEET A0.0 A LANDLORD SUBMITTAL - SCHEMATIC DESIGN PACKAGE 02 -27 -2006 A HEALTH DEPARTMENT SUBMITTAL 10 -08 -2006 Job Number : 0744 Checked by : Drawn by : Approved by : • 1. EMPLOYEE RESTROOM NORTH • I 1 L � ..— _...-- �■.— ■... - -.. I I/ 0 I I 1I I I I 1' EMPLOYEE RESTROOM / CHA I/ DISTANCE 108 FEET • • 1 1 1 � u u Ell EMI ME ■ ■ ■ ® r` • s 2. SITEPLAN NORTH. ED s ■ • e ■ i I ■ ■ ■ ■• ■•••r ■ir•■■■r■s■®amm# U Ell ME III EM ME =I 11•11111111=1111MININ GING ROOM 1 OM ME MI I= MN IMO MIN NM EMI MEI II= ,P TO L PANDA EXPRESS SPACE # FC10 ® ® ® ® — — NM MN 1)(x/ 457 ATLASCHI + ASSOCIATES ARCHITECTS www.A3LA.com T> [310] 827 - 3644 F> [31 0] 827 - 3643 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 CONSULTANT: PROJECT NAME : REVISIONS : NO. DESCRIPTION SHEET TITLE : SCALE : N/A ISSUE DATE : 10-08-2007 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY, SPACE NO. FC -10 TUKWILA, WA 98188 PANDA EXPRESS REF. # M1- 08- D1189 DATE This document contains information proprietary to Atlaschi + Associates Architects Inc, and is furnished in confidence for the limited purpose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Atlaschi + Associates Architects, Inc. All tights reserved © Copyright 2007 by Atlaschi + Associates Architects, Inc. SITE ACCESSIBILITY REFERENCE PLAN SHEET C1.0 A LANDLORD SUBMITTAL - SCHEMATIC DESIGN PACKAGE 02 -27 -2006 A HEALTH DEPARTMENT SUBMITTAL 10 -08 -2006 Job Nunber : 0744 Checked by : Drawn by : Approved by : • • KEYNOTE LEGEND : 1 RETAIN AND PROTECT EXISTING DEMISING PIERS CONSTRUCTION & FINISHES 2 DECOARTNE CAST GYPSUM PANEL ON MALL BULK- HEAD - BY LANDLORD 3, BLUE, CAST RESIN PANELING ON NEUTRAL PIERS - BY LANDLORD A EXISTING MALL STEPPED DEMISING WALL CONST, 5. EXISTING MALL SUSPENDED GYP, BD. CEILING 6. SANDBLASTED CAST ACRYLIC BAMBOO SHOOTS W/ IINTERNAL ILLUMINA11ON - BY LANDLORD 7. NEW SLANTED GYP, BD, CEILING PANELS BY TENANT'S G.C. ON MALL CONSTRUCTED CUING SUSP. SYSTEM 8. EXIST. STRUCT, CONCRETE COLUMN, BEAM / PURUNS 9, CLEAN EXISTING CONCRETE FLOOR SLAB - PREPARE TO RECEIVE NEW FLOOR FINISH PER SCHEDULE 11. EXSMNG DEMISING WALL FRAMING BY LANDLORD - G.C. TO PROVIDE 1 LAYER OF 5/8" TYPE "X" GYP, BD. ON THE TENANT SIDE UP TO THE STURCTURAL ROOF DDECK ABOVE 12. EXISTING MALL UGHT FIXTURE(S) 13. EMPLOYEE LOCKERS 14, ELECTRICAL TRANSFORMER - MOUNTED ABOVE LOWERED GYP. CLG, AREA AT PASS - THROUGH ALCOVE 15, RECESSED ELECTRICAL PANEL - SEE ELECT. PLANS 17. THIN -SET NON -SUP QUARRY TILE FLOOR FINISH 22 NEW TIME CLOCK - SEE ELECTRICAL PLANS 23. FLOOR SINK - MTD, FLUSH WITH THE FLOOR 24. SEE SHEET All FOR INFORMATION ON FOORD SER- VICE/ KITCHEN EQUPIMENT, FURNISHING & EQUIPMENT. 25, COOKING EXHAUST HOOD - SEE KITCHEN, MECHANICAL & ELECTRICAL DRAWINGS. 26. TELEPHONE BOARD - MOUNTED ON WALL ABOVE WATER HEATER PLATFORM AREA 27. WATER HEATER - INSTALLED ON TOP OF NEW PLATFORM CONSTRUCTION - SEE DETAILS 28, HOOD LIGHT. HOOD MANUFACTURERS STANDARD INCANDESCENT VAPORTIGHT FIXTURE 29. NEW 16 GA STUD FRAMING AT 12" O.C. NESTED INSIDE EXISTING 6" METAL STUD FRAMING OF DEMISING PARTITION. 30, 24" X 48» LAY -IN ACOUSTCAL 11LE CEIUNG - WITH SMOOTH & WASHABLE SURFACE APPROVED FOR FOOD FACILITY USE 31. WALK -IN COOLER/ FREEZER - SEE SHEET All AND ENGINEERING LANS. 32. RAISE T -BAR CEIUNG HT ABOVE W/H AREA IF REM, FOR PROPER CLERANCE 33, STONE FINISH SERVE COUNTER TOP AND FACE - SMOOTH 'HONED' FINISH 36, SUSPENDED METAL UGHT RAIL WITH RECESSED MODULAR & PENDANT UGHT FIXTURES - SEE LIGHT SCHEDULE & LIGHTING PLAN 37. STAINLESS STEEL AIRCRAFT CABLE & FITTING PER LIGHT MANUFACTURER'S STANDARDS 38. HVAC DIFFUSER - SEE MECHANICAL PLANS 39, INTEGRAL "PSP" MAKE UP AIR SYSTEM AT EXHAUST HOOD - FLUSH MOUNTED STAINLESS STEEEL EGG- CRATE LOUVER AT CEILING 40. UGHT FIXTURE - SEE LIGHTING PLANS & SCHEDULE 41 SOFFIT/ CEIUNG BREAK ABOVE 42. FLOOR TRENCH DRAIN - SEE PLUMBING PLANS 49A SUSPENDED GYPSUM BOARD COUNG. 49B. SUSPENDED ACOUSTICAL LAY -IN TILE CEILING 52 NEW PARTITION- 20 GA, 3 5/8" MTL STUDS AT 16" O.C. W/ 1 LAYER OF 5/8" THK, TYPE "X" GYP. BD. ON EACH SIDE - SEE DETAILS 54, 5/8" TYPE 'X' GYPSUM BOARD. PROVIDE WATER RESIS- TANT GYPSUM BOARD ON WALLS IN TOILET, BEHIND SINKS, AND ALL OTHER WALLS EXPOSED TO MOISTURE 56. TEMPERED GLASS SNEEZE GUARD - SEE DETAILS 57. PROVIDE CUT OUTS AT STONE TOP SERVE COUNTER FOR ALL FOOD SERVICE EQUIPMENT AS NEEDED 59. 1 1/2" W. X 5/8" W. ALUMINUM "U" REVEAL CHANNEL EXTRUSION - PAINT TO NMATCH GYP, BD, CEILING 62. DISPLAY SHELVING/ WALL CUBBY UNIT - SEE INTERIOR ELEVATIONS 67. REVERSE CHANNEL BRUSHED STAINLESS STEEL LETTERS WITH CONCELAED INTERNAL LED ILLUMINA- TION PER MALL STANDAADS 70, NEW SIGN BOX ATTACHED TO EXISTING MALL SOFFIT - SEE DEATILS ON SHEET ASA 89. THE FACE OF WALK -IN FREEZER SHALL BE CLAD W/ STAINLESS STELL PANELING IN AREAS VISIBLE FROM PUBLICS LINE OF SIGHT AT SERVE COUNTER 108, 3 5/8" X 16 GAUGE STEEL FRAMING SPACED 12" ON CENTER (E) STORAGE ( N.I.C. ) MALL S AIRS (N.L'. ) PREP KIT./ STORAGE WASHING s.•••••.•••• •••••••••••••...••••••••••••a• 9••uu••• ••••••m44••••••••••••••••• ❖ • F.1 •• MEIN mum unirmo l ■ . r.• svrmmaar. SERVING WINO rOTOTON t• LOICC‘ratol, 1(t1 IIIIIIIIII (E) MALL EXIT/ SERVICE CORR. (TO u L UP ABOVE STATE FOOD CODE " T , _ .. _ ON BE ADVISED TAT, THE NEW WASHINGT OD REQUIRES COMMERCIAL REFRIGERATION TO HOLD FOOD AT 41 DEGREES FAHRENHEIT O BELOW II! (DOWN FROM 45 DEGREES) Food equipment that is "certified for sanitation .. by an American. National Standards Institute (ANSI) accredited certification program(NSF Approved) will be deemedto comply withthe ..;' food code equipment & utensil materials,, construction and design requirements EXIT/ SERVICE 3P 32 L 1. FIXTURE & EQUIPMENT PLAN SCALE : 1/4' =1' -0° (E) MALL EXIT/ SERVICE CORR LOCKERS OR OTHER SUITABLE FACILITIES SHALL BE PROVIDED FOR THE ORDERLY STORAGE OF EMPLOYEES` CLO THING AND OTHER POSSESSIO (E) MALL COMMON AREA FOOD SERVICE OPERATIONN AREA FLOORS, FLOOR COVERINGS, COVERINGS, AND CEILINGS SHALL BE DESIGNED, T EED CONSTRUCTED AND YARE SMOOTH DURA D E INSTALLED SO TH ABLE AND EASILY CLEANABLE. NORTH i • DRAINBOARDS UTENSIL RACKS, OR TABLES LARGE ENOUGH TO • ACCOMMODATE ALL SOILED AND CLEANED - NECESSARY UTENS LHOLDING .BEFORE CLEANING`AND AFTER SANITIZING WAREWASHING/ DISHWASHING SINK , COMPARTMENTS SHALL B'E LARGE ENOUGH TA O CCOMMODATE IMMERSION OF THE LARGEST EQUIPMENT AND UTENSILS ... HOT WATER GENERAT ION AND DISTRIBUTION SYSTEMS SHALL BE F WATER DEMANDS THROUGHO THE FICIENT T O M EET T y THROUGHOUT TH FOOD ESTABLISHMENT. PLUMBING SYSTEMS SHALE BE DESIGNED CONSTRUCTED AND INSTALLED ACCORDING TO LAW (APPLICABLE LOCAL, STATE AND FEDERAL STATUES,, REGULATIONS AND ORDINANCES) WALK IN COOLER RESTROOM & KITCHEN HAND WASH '010 SHALL BE • EQUIPPED TO PROVIDE WATER ATA TEMPERATURE - • OF AT LEAST 100 DEGREES FAHRENHEIT THROUGH A CLOSING SING, OR METERING F ACCE S FAUCET. HALL PROVIDE OF WATER FOR AT LEAST 1S SECONDS. A STATION ///////////, / / / / / / / / / / / / / / / / / / / / / / / /// NO CHANGES SHALL B 3 MADE WITHOUT HEALT DEPARTMENT APPROVAL APPROVED SUBJECT TO ORDINANCE NOV 1 9 2007 DIANE A ID . S1L11rt If A PRE-OPENiNG PRE-OPEN' ASPECTION BY THE KING COUNTY HEALTH DEPARTMENT 'F ,. 'EOGIRED PRIOF TO OPERATIC .. , �PLICANT PLC sET �S P = '�q. : PZ., AVAILABLE 1)U7437 CONSULTANT: PROJECT NAME : REVISIONS : NO. DESCRIPTION SHEET TITLE : SCALE : N/A ISSUE DATE :10 -08 -2007 ATLASCNI + ASSOCIATES ARCHITECTS www.A3LA.com T> [31 0] 827 - 3644 F> [31 0] 827 - 3643 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY., SPACE NO. FC -10 TUKWILA, WA 98188 PANDA EXPRESS REF. # Ml- 08- D1189 DATE This document contahs i formation propne cry to Atlasch' + Associates Architects Ina and is furnished h w for the limited pupose of evaluation b ddrig or review. Ttys document or its contents may not be used for any other pwow and may not be reproduced or cisclosed to others without the prior leen consent of Atlaschi + Associates Architects, Inc, All rights reserved © Copyright 2007 by Atlaschi + Associates Architects, Inc, EQUIPMENT & FIXTURE FLOOR PLANS SHEET A1.1 CD LANDLORD SUBMITTAL - SCHEMATIC DESIGN PACKAGE Is r 5 HEALTH DEPARTMENT SUBMITTAL 33 i . 41/8" 57 33 Job Number SS�1 0 @ Approved by : i„�R :. `:! , A.-1.-•.. ".. - .6.k. ." y.al._ nom '' E 1'-9 3/4" _ 41/8 "I = _ _ a i s . .. I E Ai r 51/4" ►i 1 1/2" 1-9 3/4" _ 1-9 3/4" _ _ : 0 fo r r -I ., 1 1/2" 5 1/4" 1'-9 3/4" A LANDLORD SUBMITTAL - SCHEMATIC DESIGN PACKAGE Is 5 HEALTH DEPARTMENT SUBMITTAL 33 . 41/8" Job Number : 0744 Checked by : @ Approved by : 5 1/4" '' E 1'-9 3/4" _ i 4 - = = r -I TL a i s . .. 5 1/4" 1 1/2" 1-9 3/4" 2" A LANDLORD SUBMITTAL - SCHEMATIC DESIGN PACKAGE 02 -27 -2006 A HEALTH DEPARTMENT SUBMITTAL 10-08 -2006 Job Number : 0744 Checked by : Drawn by : Approved by : ■ s KEYNOTE LEGEND : 1 RETAIN AND PROTECT EXISTING DEMISING PIERS CONSTRUCTION " 'FINISHES 5. EXISTING MALL SUSPENDED GYP BD. CEIUNG 10. RETAIN & PROTECT EXSH1NG MALL FLOOR FINISH EXTEND TO THE EDGE OF SERVE COUNTER W/ MATCHING TILE AS NEEDED. 16. THIN -SET PORCELAIN TILES ON "WONDER BOARD" BACKING APPUED TO THE FACE OF THE CABINET 17. THIN -SET NON -SUP QUARRY TILE FLOOR FINISH 18. 3 5/8" x 16 GA MU. STUD FRAMING AT 16" O.C. 20. 3 5/8" x 16 GA STEEL TRACK 23, FLOOR SINK - MTD. FLUSH WITH THE FLOOR 33, 3/4" TICK, ENGINEERED STONE SALB - SEE RN, SCHED. 35, CONCEALED LIGHT STRIP - SEE ELECT, PLANS 48, WALL 53. 3 5/8" X 20 GAUGE S I i±L FRAMING SPACED 16" ON CENTER - TYR UNLESS OTHERWISE NOTED 54 5/8" TYPE X' GYPSUM BOARD. PROVIDE WATER RESIS- TANT GYPSUM BOARD ON WALLS IN TOILET, BEHIND SINKS, AND ALL OTHER WALLS EXPOSED TO MOISTURE 55. POWDER ACUTATED FASTENERS SPACED 24' ON CENTER 56, 3/8" T1-IK, UV BONDED TEMPERED GLASS SNFF7F GUARD - SEE DETAILS 58. 3 5/8" X 20 GAUGE TRACK 60. GLASS MOSAIC TILE FINISH - SEE RN, SCHEDULE 62. DISPLAY SHELVING/ WALL CUBBY UNIT - DARK STAINED "WENGE" WOOD VENEER FINISH 6& STRAITED, CHISELED UMESTONE TILE - AT RECESSED KICK BASE OF SERVE COUNTER 65. BRUSHED STAINLESS STEEL WALL FLASHING 68, CAST RESIN UGHT BOX WITH INLAID BAMBOO PATTERN - SEE SPECS & FINISH SCHEDULE 69. 3/8" THKC TEMPERED, ULTRA CLEAR, UV BONDED GLASS PANEL AT SNEEZE GUARD 71. 1/8" X 1/8" QUIRK MITERED JOINT AT TILED CORNERS 78, QUARRY 11LE BASE W/ MIN. 3/8" RADIUS SANITARY COVE BOTTOM EDGE 80. STAINLESS STEEL WALL FLASHING AT EXHAUST HOOD BACK AND SIDE WALLS, 90. 1/8" W. X 45 DEGREE CHAMFERED EDGE - TYP, AT STONE EDGES 91 FRENCH CLEATS 94 6" X 16 GA, STEEL JOISTS AT MAX, 16" ON CENTER 103. "FRP" PANELING AT WALLS 120. 1/2 W. X 3/4" H. ANOD. ALUM. GLAZING CHANNEL 121, 1/2" W. X 1 1/2" H. ANOD, ALUM, GLAZING CHANNEL 200. STAINLESS STEEL SUPPORT POST & BRACKET 201 HEAT LAMP IN STAINLESS STEEL CHANNEL ENCLO- SURE & GLASS LENS AT BOTTOM 202. BRUSHED STAINLESS S I EEL CABINET DOOR PULL 203, ADJUSTABLE SHELF STANDARDS, 204 18 GAUGE FIXED STAINLESS STEEL SHELF. 205. 18 GAUGE STAINLESS STEEL BOTTOM. 206. 16 GAUGE GALVANIZED STEEL BASE 207. 3/4" PLYWOOD. 208, 18 GAUGE STAINLESS Si EEL REINFORCEMENT. 209. 18 GUAGE STAINLESS STEEL DRAWER 210. 18 GAUGE STAINLESS S I EEL DOOR 211, 18 GAUGE STAINLESS STEEL CABINET PARTITION. 212 FORMED 18 GAUGE STAINLESS STEEL TOP & SPLASH 213. STAINLESS STEEL FLASHING 214 INTEGRAL STAINLESS STEEL SPLASH W/ 1/4" RADIUS - ED COVE 215, 1/2" TH. 'WONDER BOARD" BACKING 216, 1/8" W, X 3/4" H. FLAT STAINLESS STEEL TRANSITION BAR AT CERAMIC TILES - SEE ELEVATIONS 217 3" X 5" X 1/4" STEEL ANGLE - BOLT TO STUD FRAMING 218. 2 1/8" L X 2 1/8" H DECORATIVE SQUARE SHAPED STAINLESS STEEL GLASS RETAINER CLAMP FITTING - BRUSHED STAIN, STL - CR LAURENCE CO. # Z155SS 219. PROVIDE CUT OUTS FOR ELECTRICAL, CONTROL WIRNG, ETC. AS NEEDED 220. CONCELAED INCANDESCENT LIGHT STRIP. 221. TEMP. COMNT ROL KNOBS FOR STEAM TABLE/ FOOD WARMERS 222. CUSTOM STAINLESS STEEL PLATE INSERTS 223. RCESSED FOOD WARMERS (STEAM TABLE) 224 NATCHING STONE SPLASH 225. ROUND STAINLESS STEEL RING AT PLATE DISPENSER CUT OUT ON THE COUNTER TOP 226, 1 1/2" X 1 1/2" STEEL ANGLE 227, CASH DRAWER - BY OWNER 228, 16 GAUGE ADJUSTABLE STAINLESS STEEL SHELF 229. MASTIC GLUE 230, CORE DRILLED PVC PIPE RUN FOR SYRUP UNES 231 SYRUP & CARBONATION UNES - DRINK MACHINE k 8 1/2" rt T - 6 " 4 7/8" 1 -0 1/8" 3 1 1/2" 2'-0 3/8" 1-9 1/32" NOTE : SEE DETAIL #1 FOR SIMILAR NOTES 4. SERVE COUNTER - REGISTERS SCALE : 1 yr = 1 1. SERVE COUNTER - STEAM TABLE SCALE : 1 vz° = 1-� 0 0 2v BEYOND 8 1/2" 1' -6" GL 2. SERVE COUNTER - STEAM TABLE SCALE : 1 yr = r-o° 0 4 7/8" 31/2" 2'-0 3/8" 2'-3" NOTE : SEE DETAILS #1 & 4 FOR SIMILAR NOTES SS 0 a QT O2 5. SERVE COUNTER - CABINET W/ DOORS SCALE : 1 1/2' = 1 0 0 H 8 1/2" iu 4 7/8" 3'- 21/2" VERIFY 2-3" 2-0 3/8" NOTE : SEE DETAIL #1 FOR SIMILAR NOTES NOTE : SEE DETAILS #1 & 4 FOR SIMILAR NOTES 3/ 3. SERVE COUNTER - DISH STORAGE SCALE : ivr =r-a A )U1 431 78 QT 0 Q io7 0 0 6. SERVE COUNTER - CABINET W/ DRAWER SCALE : 1 1/2" = r -o' ei CONSULTANT: ATLASCHI + ASSOCIATES ARCHITECTS www.A3LA.com T> [31 0] 827 - 3644 F> [31 0] 827 - 3643 4 223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 PROJECT NAME : WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY., SPACE NO. FC -10 TUKWILA, WA 98188 PANDA EXPRESS REF. # Ml- 08- D1189 REVISIONS : NO. DESCRIPTION DATE This doament confabs trformatkn proprietary to Atlaschi + Associates Architects Inc, and is famished h con for the fmited purpose of evaluator, biddig or revaw dcarrent or its contents rmy not be used fcr any other and may not be reproduced or clsclosed to others Without the prt wnften consent of Atbschi + Associates Architects, Inc. All rights reserved. © Copyright 2007 by Atbschi + Assodates Architects, Inc, SHEET TITLE : CABINETRY DETAILS SCALE :11/2' = 1' - ISSUE DATE :10 -08 -2007 SHEET A2.2 ROOM FINISH SCHEDULE ROOM/ AREA FLOOR BASE WALLS CEILING REMARKS SERVING AREA SMOOTH QUARRY TILE 6" COVED QUARRY TILE UP TO CEILING SMOOTH PTD. GYP. BD. WA (WASHABLE) ( ) ALL SURFACES TO BE SMOOTH, EASILY CLEANABLE, LIGHT -IN- COLOR, AND NON- ABSORBENT. LIGHT -IN -COLOR IS DEFINED AS HAVING A LIGHT REFLECTIVE VALUE OF 70% OR GREATER. ALL FLOORING AND 4" OR 6" BASE TO BE CONTINUOUS W/ A 3/8" RADIUS COVE. MATERIAL SAMPLES SHALL BE PROVIDED FOR APPROVAL TO THE HEALTH DEPARTMENT PRIOR TO INSTALLATION. COOKING SMOOTH QUARRY TILE 6" COVED QUARRY TILE ST. STEEL WALL FLASHING / F.R.P. SMOOTH PTD. GYP. BD. (WASHABLE) WASHING SMOOTH QUARRY 6" COVED QUARRY TI F.R.P. LAY -IN "T" -BAR PANELS WALK -IN COOLER, WALK -IN FREEZER SMOOTH QUARRY TILE 4" COVED S/S TOPSET BASE STUCCO EMBOSSED ALUMINUM WHITE ENAMEL PANELS WASHING/ STORAGE SMOOTH QUARRY TILE 6" COVED QUARRY TILE F.R.P. LAY -IN "T" -BAR PANELS PREP / DRY STORAGE SMOOTH QUARRY TILE 6" COVED QUARRY TILE F.R.P. LAY -IN "T" -BAR PANELS MANAGER'S STATION SMOOTH QUARRY TILE 6" COVED QUARRY TILE F.R.P. LAY -IN "T"-BAR PANELS REGISTER/PICK UP SMOOTH QUARRY 6" COVED QUARRY TILE TILE UP TO CEILING SMOOTH PTD. GYP. BD. (WASHABLE) ) GENERAL NOTES SANITATION NOTES 1. ANY DISCREPANCIES BETWEEN PLANS, BUILDING, AND LOCAL CODE REQUIREMENTS THAT MAY EFFECT THE INSTALLATION, OR OVERALL FABRICATION WORK IN ANY WAY SHALL BE BROUGHT TO THE ATTENTION OF THE FOOD SERVICE EQUIPMENT CONTRACTOR IMMEDIATELY BY THE GENERAL CONTRACTOR. 2. GENERAL CONTRACTOR TO PROVIDE AND INSTALL LEVEL PLATFORM ON ROOF FOR COMPRESSORS, EXHAUST AND MAKE -UP AIR FANS. (VERIFY LOCATION) 3. GENERAL CONTRACTOR TO PROVIDE AND INSTALL ROOF JACKS FOR REFRIGERATION LINE PENETRATIONS THRU ROOF. (VERIFY LOCATION WITH REFRIGERATION CONTRACTOR). 4. GENERAL CONTRACTOR TO PROVIDE AND INSTALL COVER(S) FOR COMPRESSOR(S) LOCATED OUTSIDE ON ROOF, FLASHED AND SEALED TO MEET ALL CODES. 5. GENERAL CONTRACTOR TO PROVIDE DUCT SHAFT(S), OPENING(S) THRU WALLS, CEILING, AND ROOF FOR EXHAUST AND MAKE-UP AIR DUCTS WITH 2 "X6" ON EDGE CURB ON ROOF, FLASHED AND SEALED TO MEET ALL CODES. 6. GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL WALL BACKING IN WALLS, FOR MOUNTING OF WALL SHELVES, POT RACKS, DISPLAY CASES, HOSE REEL(S), ETC., AS SHOWN ON BUILDING WORKS PLAN. 7. ALL HORIZONTAL DIMENSIONS ARE FROM FINISHED FACE OF WALL TO FINISHED FACE OF WALL OR CENTERLINE OF COLUMN. 8. ALL VERTICAL DIMENSIONS ARE FROM FINISHED FLOOR TO FINISHED TOP OF WALL OR WALL OPENING. 9. ALL WALLS IN CONTACT WITH OR WITHIN 6" OF COOKING EQUIPMENT SHALL BE CONSTRUCTED OF NON - COMBUSTIBLE MATERIALS AS PER LOCAL CODES. 10. WHERE REQUIRED, SPRINKLER HEADS IN WALK -IN FREEZER WILL BE PROVIDED BY AND PROTECTED AGAINST FREEZING BY GENERAL CONTRACTOR. 11. GENERAL CONTRACTOR TO VERIFY STRUCTURAL INTEGRITY OF ROOF SUPPORTING ALL FOOD SERVICE EQUIPMENT SUCH AS COMPRESSOR RACKS, EXHAUST AND MAKE -UP AIR SYSTEMS, EXHAUST HOODS, AIR CONDITIONING, ETC. 12. IT SHALL BECOME THE RESPONSIBILITY OF THE OWNER, ARCHITECT, ENGINEERS, AND/ OR GENERAL CONTRACTOR TO INSURE THAT THE FOODSERVICE EQUIPMENT CONTRACTOR RECEIVES COPIES OF ALL ADDENDUMS AND CHANGES TO THE BUILDING PLANS, PRIOR TO, OR DURING CONSTRUCTION WHEREAS, ADDENDUMS AND /OR CHANGES EFFECT ANY AREA'S PERTINENT TO THE FOOD AND BEVERAGE PORTION. 13. ALL FOOD SERVICE EQUIPMENT SHALL BE N.S.F. APPROVED (OR ANSI CERTIFIED TO N.S.F. STANDRADS) AND SHALL BE ON 6" HIGH LEGS, WHEELS/ CASTERS OR COVERED CURBS 1. POT/ SCULLERY SINK TO HAVE TWO DRAINBOARDS MINIMUM 18" EACH. WITH THREE COMPARTMENTS LARGE ENOUGH TO HOLD LARGEST POT AND A 10" HIGH BACKSPLASH. (PROVIDED BY FOOD SERVICE EQUIPMENT CONTRACTOR). 2. UNDER BAR SINKS TO COMPLY WITH LOCAL HEALTH DEPARTMENT CODE REQUIREMENTS, 3. ALL EXTERIOR ANTE -ROOM, RESTROOM AND CHANGE ROOM DOORS MUST BE SELF - CLOSING. 4. ALL WALLS AND CEILING IN FOOD HANDLING AREAS TO BE SMOOTH, NON - ABSORBENT, LIGHT IN COLOR, AND EASILY CLEANABLE. LIGHT -N- COLOR IS DEFINED AS HAVING A LIGHT REFLECTIVE VALUE OF 70% OR GREATER. 5. WALLS IN WATER CLOSET COMPARTMENT AND WITHIN TWO FEET OF FRONT AND SIDES OF URINALS SHALL BE OF NON - ABSORBENT MATERIAL, FINISHED TO A HEIGHT OF 4' -0 ". 6 ALL FLOORS IN FOOD HANDLING SERVICE AREAS, RESTROOM, AND ANTE -ROOMS SHALL HAVE A SMOOTH, HARD, NON - ABSORBENT SURFACE EXTENDED UPWARDS ON THE WALLS 6" WHERE REQUIRED BY CODE OR 4" TOPSET TO BE USED WHERE ACCEPTABLE BY CODE. 7. FLOOR SINK FOR DISHWASHING MACHINE AND POT/ SCULLERY SINKS TO HAVE A 3" DRAIN PIPE, AND SHALL BE A MINIMUM 12 "X12 "X12" DEEP (SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR.) 8. SALAD BAR AREAS SHALL HAVE A HARD SURFACE FLOOR EXTENDING A MINIMUM 3' -O" OUT FROM SALAD BAR ON ALL SIDES EXPOSED TO PUBLIC. 9. SMOOTH CONCRETE SLAB FOR TRASH CONTAINERS TO BE PROVIDED IN ADJACENT AREA BY GENERAL CONTRACTOR. (VERIFY LOCATION). 10. MECHANICAL VENTILATION MUST BE PROVIDED IN RESTROOMS, ANTE- ROOMS, AND CHANGE ROOMS WITH AIR EXCHANGE MINIMUM 12 PARTS PER HOUR. 11. ALL FOOD SERVICE EQUIPMENT TO BE MANUFACTURED TO COMPLY WITH ALL LOCAL BUILDING AND HEALTH DEPARTMENT CODES. D D 1 �.� LI 31 HEALTH DEPARTMENT NOTES RESTROOM NOTES 1. ALL EQUIPMENT IS TO BE CONSTRUCTED AND INSTALLED PER REQUIREMENTS OF THE COUNTY'S BOARD OF HEALTH (DIVISION OF ENVIRONMENTAL HEALTH). ACCEPTANCE OF THESE PLANS BY THE COUNTY'S BOARD OF HEALTH IS SUBJECT TO FINAL INSPECTION BY SAID AGENCY. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR ANY ADDITIONAL EQUIPMENT, TRIM, OR LABOR REQUIRED TO MEET ANY UNFORSEEN REQUIREMENTS THAT MAY ARISE FROM THE INSPECTION. 2. EMPLOYEE LOCKERS TO BE INSTALLED , WITH ROUND METAL WALL MOUNTED AT A MINIMUM 6" OFF FINISHED FLOOR. 3. ALL AREAS OF THE FOOD FACILITY SHALL BE PROVIDED WITH MINIMUM OF 20 FOOT - CANDLES OF LIGHT, MEASURED 30" OFF THE DURING GENERAL CLEAN -UP ACTIVITIES. 4. LIGHTING IN ALL OF THE FOOD PREPARATION, MANUFACTURING, PACKAGING AND PROCESSING AREAS, AND WHERE UTENSILS ARE CLEANED SHALL HAVE A MINIMUM OF 20 FOOT- CANDLES OF LIGHT, MEASURED 30" OFF FLOOR. 5. THE AIR SCREEN SHALL HAVE A MINIMUM VELOCITY OF 1600 MINUTE, MEASURED THREE FEET ABOVE THE GROUND, AND VIA A DOOR ACTIVATED MICROSWITCH. 6. ALL MOP SINK FAUCETS SHALL BE PROVIDED WITH A THREADED OUTER LIP FOR HOSE ATTACHMENT, AND AN APPROVED BACKFLOW NO CHEMICAL DISPENSING SYSTEMS SHALL BE ATTACHED TO THE SINK FAUCET. THE LEGS, OR A FLOOR FEET PER TURN ON 1. A CLEAR SPACE 60" IN DIAMETER AND 27" HIGH OR 56 "X63" WITH 12" MAXIMUM INTRUSION BY DOOR SHALL BE PROVIDED IN RESTROOM. 2. TOILET FACILITIES AND AT LEAST ONE TOILET COMPARTMENT SHALL BE CLEAR AND UNOBSTRUCTED BY DOOR SWING, GRAB BARS AND SIMILAR ITEMS OF NOT LESS THAN 32 ". 3, 48" MIN. CLEARANCE SHALL BE PROVIDED IN FRONT OF TOILET STOOL. 4 A CLEAR SPACE OF 30" WIDE BY 48" DEEP SHALL BE PROVIDED IN FRONT OF URINALS AND LAVATORIES. 5. GRAB BARS SHALL BE PROVIDED ON TWO SIDES OR ONE SIDE AND THE BACK OF LEAST ONE TOILET COMPARTMENT. 6. AT LEAST ONE MIRROR SHALL BE INSTALLED SO THAT THE BOTTOM OF THE MIRROR IS WITH -IN 40" OF FINISHED FLOOR. 7. URINALS TO BE FLOOR LEVEL OR AT LEAST ONE WALL HUNG AT 19" MAXIMUM HEIGHT, MEASURED TO TOP EDGE OF BOWL ABOVE FINISHED FLOOR. DEVICE. MOP SYMBOLS LEGEND ITEM NUMBER - SEE SHEET K2.0 FOR ITEM DESCRIPTION EQUIPMENT SCHEDULE S4 -00 -00 03/18/07 SUBMITTAL - SCHEMATIC DESIGN PACKAGE PLUMBING ELECTRICAL DESCRIPTION 10 - 08 - 2006 FS INDIRECT CONNECTION TO FLOOR SINK D DIRECT CONNECTION 0 OWNER(PANDA EXPRESS, INC.) S SERVING AREA D DIRECT CONNECTION C CONVENIENT OUTLET GC GENERAL CONTRACTOR K KITCHEN Job Number RIM ROUGH IN HEIGHT (TO CENTER OF CONNECTION) FS FLOOR STUB OUT EC ELECTRICAL CONTRACTOR (E) EXISTING Approved by : DC DROPPED CORD KEC KITCHEN EQUIPMENT CONTRACTOR SUPPLY BY GAS WASTE COLD WATER HOT WATER CONNECTION LOAD PHASE H.P. VOLTS REMARKS DIMENSIONS MANUFACTURE MODEL # EQUIPMENT NO. K BTUI R.I.H. I SIZE TYPE I SIZE R.I.H. I SIZE R.I.H. I SIZE R.I.H. I TYPE W A T T W x D x H (0 x H) _ SERVING AREA EQUIPMENT 20" 1/2" SEE DETAIL SEE PLAN KEC CUSTOM SERVICE COUNTER 1 24" F 1500W 1 115 SEE DETAIL SEE PLAN KEC CUSTOM SNEEZE GUARD 2 FS 1/2 " -1' 24" F 1200W 3 208 0 16" APW - ROUND FOOD WELL, 17Q 36 FS 1/2' -1' 24" F 500W 3 208 0 14' APW - ROUND FOOD WELL, 11Q 3Q FS 1/2' -1' 24" F 500W 3 208 0 10' APW - ROUND FOOD WELL, 7Q 3R FS 3/4" 1 3" C 1A 1 115 23 "x23 "x32 1/4' CORNELIUS CB2323 -AKB DROP -IN BEVERAGE DISPENSER 4A 1 /2" 96 C 7.2A 1 115 ON S/S SHELF 15 "x11'X16' CORNELIUS CARBONATOR 4B 29 "x18" CORNELIUS SODA RACK 4C ON 6" CURB 020" CO2 TANK 4D SEE ELEV. DWG 24'x18' KEC CARBONATOR SHELF 4E 96" 1/2" WAIL MOUNT 20 x4'x20' EVERPURE WATER FILTER 4F FS 1 /2" 24'x24 "x6 1/2' KEC CUSTOM 24" COLD PAN 5B 2" 24" 1 /2" 24" 1 /2" W/TOWEL & SOAP BACKCOUNTER W/ SINK 6A FS 3/4" 64" 1/2" 64" D 20A 1 208/230 ICE BIN: B- 800 30' X 27 we X 41.5' HOSHIZAKI KM -1330M 1300 LBS. ICE MACHINE 10G KITCHEN EQUIPMENT 450 10" 1 1 /2' FS 2" 10" 3/4" SEE DETAIL 93 "x42" KEC CUSTOM 93" CHINESE RANGE (L) 20A 190 10" 1 1 /2" FS 2" 10" 3/4" SEE DETAIL 42 "x42' KEC CUSTOM 42" CHINESE RANGE 20Q 122 EA. 14 "x2 3/4"X2 30" C 1 115 15 1/2" x 34 1/2" (EACH) FRYMASTER MJ45 FRYER (2) 21D 92 30" 3/4" FS 2" 30" 3/4" 30" C 11A 1 115 35.5"X30.4"X32.75" RATIONAL CPC 61 GAS COMBI OVEN 24E FS C 15A 1 120 NEMA 5 -20P 19.9'X34.5'X41.3' WINSTON HA40O5 RICE HOLDING CABINET 24H 32 30" 14" 22'0x15" RINNAI PER -55A -N RICE COOKER 25A 24 "x 30' x 24" KEC CUSTOM RICE COOKER STAND 29C FS 3/4" 130" D 500W 1 1.5 115/208 SEE PLAN KEC CUSTOM WALK -IN COOLER UNIT 31 FS 3/4" 130" D 500W 1 1.5 115/20B SEE PLAN KEC CUSTOM WALK -IN FREEZER UNIT 32 FS C 8.5A 1 1/3 115 SELF CONTAINED 27"X30736' RANDELL 9404F 27" WORKTOP FREEZER 32G FS C 12A 1 1 /2 115 SELF CONTAINED 84 "x33 "x35' RANDELL 9050K -7 84" REF. PREP. TABLE 34A FS C 5.5A 1 1/4 115 SELF CONTAINED 32 "x32.75'x36' RANDELL 9412 -32 -7 32" REF. PREP. TABLE 34H FS 2 14 3/4 1 4" 3/4" 114"X30" KEC CUSTOM (PS - 114L) 114" POT SINK 40E FS 2 14 3/4 14" 3/4" 2 COMPARTMENT 96'x30' KEC CUSTOM-(VS-96) 96" VEGETABLE SINK 41C S.S. (NO BKSPL) SEE PLAN KEC CUSTOM WORK TABLE (ISLAND) 42A 18GA POLISHED (WALL MTD. @ 59' A.F.F.) SEE PLAN KEC CUSTOM (NSF) 12 "D S.S. WALL MTD. SHELF 43A 18GA POUSHED (WALL MTD. 0 71' A.F.F.) SEE PLAN KEC CUSTOM (NSF) 16 "D S.S. WALL MTD. SHELF 43B 4 SHELVES MTD. 0 8" A.F.F., 26" A.F.F., 54" A.F.F., 72" A.F.F. SEE PLAN GOLD BOND VARIES 18 "D WIRE SHELVES 44A 4 SHELVES MTD. 0 36' A.F.F., 48" A.F.F., 60" A.F.F., 72" A.F.F. 24' X 36" GOLD BOND VARIES 24 "D WIRE SHELVES 44C 3 SHELVES MTD. 0 36' A.F.F., 54" A.F.F., 72" A.F.F. 24" X 42' 50" C 1 1/3 115 12 1/2'x21' GENERAL GSM -1/66 FOOD PROCESSOR 45A SMALL EQUIPMENT WALL SHELF BY OTHER CUSTOM DETERGENT SHELF 51A 24" C 100W 1 115 ON S.S. COUNTER 160 AROMA ARS -1055S RICE WARMER 54 DC 1600W 1 208 PLUG: NEMA 6 -15R 201/8'X131/4"X18 1/Y SHARP R -23GT MICROWAVE 55 BY G.C. AS REQUIRED BY LOCAL FIRE DEPT., CHECK LOCATION WITH PROJECT MANAGER FIRE EXTINGUISHER 56 2" 24" 1/2" 24" 1/2" W/TOWEL & SOAP 14 1/4 "x18 1/2" EAGLE HSA -IO -FK HAND SINK 57B SEE DETAIL KEC PAPER TOWEL & SOAP DISPENSEF 58 WALL MOUNT 12 "x15 "x78" KEC 5 -TIER LOCKER (2) 61A 20 "x20 1+4')x23" USA SAFE B2320WD -LG6 SAFE 62A POS EQUIPMENT 24' C 500W 1 115 CUSTOM 11 1/4 "x14 1/2'x9' RESNOS S 460 CASH REGISTER SYSTEM (2) 81 50" C 1 00W 1 115 SEE DETAIL CUSTOM COMPUTER 83A 48' X 28' X 42" KEC CUSTOM MANAGER STATION 84C 24" C 50W 1 115 SEE PLAN POS PRINTERS (2) 86A 50" C 50W 1 115 FAX 87 MEP EQUIPMENT 1 32" D 1000W 115 SEE MECH. DWG. SEE PLAN CAPTIVE AIR CUSTOM EXHAUST HOOD M1 SEE MECH. DWG. 12' X 6" X 18" CAPTIVE AIR CUSTOM HOOD CONTROL PANEL M4 SEE MECH. DWG 24"x24" CAPTIVE AIR FIRE SUPPRESSION SYSTEM M6 BY G.C. D 3 36" 3/4" 36" 3/4" FLOOR TYPE 24" X 24' X 10" MOLDED STONE MSB2424 MOP SINK P1 BY G.C. SEE P -UMB'G DWG. 30" C 115 SEE PLUMBING DWG GAS WATER HEATER P2 84" C 100W 1 115 IN S.S. COUNTER SEE PLAN MUSIC EQUIPMENT /SHELF EIA SEE CEILING PLAN MUSIC SPEAKER EIB BY G.C. 44" J -BOX 50W 1 115 SEE PLAN DOOR BELL E3 W/ DOME BASE SEE PLAN PANASONIC M-336 CCD SECURITY CAMERA E4A 84" C 50W 1 115 W/ EMI LOCK SEE PLAN TOSHIBA (TIME (APSE) SECURITY VCR E4B BY G.C. SEE ELEC. DWG ELECTRICAL PANEL E7 SIGNAGE VERIFY D 20A 1 115 SEE SIGN DWG DETAIL CUSTOM I.D. SIGN Si VERIFY D 200W 1 115 SEE SIGN DWG DETAIL CUSTOM LOGO S2 VERIFY D 500W 1 115 SEE SIGN DWG DETAIL CUSTOM MENU BOARD S6 A LANDLORD SUBMITTAL - SCHEMATIC DESIGN PACKAGE 02 -27 -2006 A HEALTH DEPARTMENT SUBMITTAL 10 - 08 - 2006 Job Number : 0744 Checked by : Drawn by : Approved by : • KEYNOTE LEGEND 1. RETAIN AND PROTECT EXISTING DEMISING PIERS CONSTRUCTION & FINISHES 2. DECOARTWE CAST GYPSUM PANEL ON MALL BULK- HEAD - BY LANDLORD a BLUE, CAST RESIN PANELING ON NEUTRAL PIERS - BY LANDLORD 4. EXISTING MALL STEPPED DEMISING WALL CONST. 5. EXISTING MALL SUSPENDED GYP, BD. CEILING 6. SANDBLASTED CAST ACRYLIC BAMBOO SHOOTS W/ (INTERNAL ILLUMINATION - BY LANDLORD 7, NEW SLANTED GYP, BD. CEILING PANELS BY TENANT'S G.C. ON MALL CONSTRUCTED CEIUNG SUSP. SYSTEM 8. EXIST. STRUCT, CONCRETE COLUMN, BEAM/ PURLINS 9. CLEAN EXISTING CONCRETE FLOOR SLAB - PREPARE TO RECEIVE NEW FLOOR FINISH PER SCHEDULE 11. EXSIIING DEMISING WALL FRAMING BY LANDLORD - GC. TO PROVIDE 1 LAYER OF 5/8" TYPE 'x" GYP. BD, ON THE TENANT SIDE UP TO THE STURCTURAL ROOF DDECK ABOVE 12. EXISTING MALL LIGHT FIXTURES) 13. EMPLOYEE LOCKERS 14 ELECTRICAL TRANSFORMER - MOUNTED ABOVE LOWERED GYP, CLG. AREA AT PASS - THROUGH ALCOVE 15, RECESSED ELECTRICAL PANEL - SEE ELECT. PLANS 17, THIN -SET NON -SUP QUARRY 71LE FLOOR FINISH 22 NEW TIME CLOCK - SEE ELECTRICAL PLANS 23, FLOOR SINK - MID. FLUSH WITH THE FLOOR 24 SEE SHEET All FOR INFORMATION ON FOORD SER- VICE/ KITCHEN EQUPIMENT, FURNISHING & EQUIPMENT, 25, COOKING EXHAUST HOOD - SEE KITCHEN, MECHANICAL & ELECTRICAL DRAWINGS. 26, TELEPHONE BOARD - MOUNTED ON WALL ABOVE WATER HEATER PLATFORM AREA 27. WATER HEATER - INSTALLED ON TOP OF NEW PLATFORM CONSTRUCTION - SEE DETAILS 28. HOOD LIGHT. HOOD MANUFACTURER'S STANDARD INCANDESCENT VAPORTIGHT FIXTURE 29. NEW 16 GA STUD FRAMING AT 12" O.C. NESTED INSIDE EXISTING 6 METAL STUD FRAMING OF DEMISING PARTITION. 30. 24" X 48" LAY -IN ACOUSTCAL 71LE CEILING - WITH SMOOTH & WASHABLE SURFACE APPROVED FOR FOOD FACILITY USE, Si WALK -IN COOLER/ FREEZER - SEE SHEET A1.1 AND ENGINEERING LANS. 32. RAISE T - BAR CEILING HT ABOVE W/H AREA IF REQ'D. FOR PROPER CLERANCE 35 STONE FINISH SERVE COUNTER TOP AND FACE - SMOOTH "HONED" FINISH 36. SUSPENDED METAL LIGHT RAIL WITH RECESSED MODULAR & PENDANT LIGHT FIXTURES - SEE LIGHT SCHEDULE & LIGHTING PLAN 37. STAINLESS STEEL AIRCRAFT CABLE & FTTIING PER LIGHT MANUFACTURER'S STANDARDS as HVAC DIFFUSER - SEE MECHANICAL PLANS 39. INTEGRAL "PSP" MAKE UP AIR SYSTEM AT EXHAUST HOOD - FLUSH MOUNTED STAINLESS STEEEL EGG- CRATE LOUVER AT CEIUNG 40. LIGHT FIXTURE - SEE LIGHTING PLANS & SCHEDULE 41 SOFFIT/ CEIUNG BREAK ABOVE 42. FLOOR TRENCH DRAIN - SEE PLUMBING PLANS 49A SUSPENDED GYPSUM BOARD CEILING, 49B. SUSPENDED ACOUSTICAL LAY -IN TILE CEILING 52 NEW PARTITION - 20 GA, 3 5/8" MTL STUDS AT 16" O.C. W/ 1 LAYER OF 5/8" THK, TYPE '7(" GYP. BD. ON EACH SIDE - SEE DETAILS 54. 5/8" TYPE %' GYPSUM BOARD. PROVIDE WATER RESIS- TANT GYPSUM BOARD ON WALLS IN TOILET, BEHIND SINKS, AND ALL OTHER WALLS EXPOSED TO MOISTURE 56. TEMPERED GLASS SNFF7F GUARD - SEE DETAILS 57. PROVIDE CUT OUTS AT STONE TOP SERVE COUNTER FOR ALL FOOD SERVICE EQUIPMENT AS NEEDED 59. 1 1/2" W. X 5/8" W. ALUMINUM if REVEAL CHANNEL EXTRUSION - PAINT TO NMATCH GYP. BD. CE LUNG 62. DISPLAY SHELVING/ WALL CUBBY UNIT - SEE INTERIOR ELEVATIONS 67. REVERSE CHANNEL BRUSHED STAINLESS STEEL LETTERS WITH CONCELAED INTERNAL LED ILLUMINA- TION PER MALL STANDRADS 70. NEW SIGN BOX ATTACHED TO EXISTING MALL SOFFIT - SEE DEAAILS ON SHEET A3. 89, THE FACE OF WALK -IN FREEZER SHALL BE CLAD W/ STAINLESS STELL PANELING IN AREAS VISIBLE FROM PUBLIC'S LINE OF SIGHT AT SERVE COUNTER 108, 3 5/8" X 16 GAUGE STEEL FRAMING SPACED 12" ON CENTER NOTE: 1. ALL CUSTOM EQUIPMENT SHALL BE APPROVED BY NSF. 2. ALL EQUIPMENT SHALL BE APPROVED BY AGA, UL AND NSF IF APPLIED. 3. ALL EQUIPMENT SHALL MEET LOCAL GOVERNMNET CODE. CONSULTANT: PROJECT NAME : REVISIONS : NO. DESCRIPTION SHEET TITLE : SCALE : N/A ISSUE DATE :10-08 -2007 ATLASCHI + ASSOCIATES ARCHITECTS www.A3LA.com T> [31 0] 827 - 3644 F> [31 0] 827 - 3643 4223 GLENCOE AVENUE, SUITE C -106 MARINA DEL REY, CALIFORNIA 90292 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PKWY., SPACE NO. FC -10 TUKWILA, WA 98188 PANDA EXPRESS REF. # Ml- 08- D1189 DATE This docurrlent contains formation y to Atiaschi + Associates Architects Inc and is furnished in co riela for the linked pupose of evaluation, p and may not reprodhed or discbsed t o others without th e .other v nt� enc of Atlaschi + Associates Architects, InC, All rights reserved © Copyright 2007 by Atiaschi + Associates Architects, Inc. FIXTURE & KITCHEN EQUIP. SCHEDULE & NOTES SHEET K•1