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Home My WebLink AboutPermit D07-385 - PANDA EXPRESS - TENANT IMPROVEMENTPANDA EXPRESS 17100 SOUTHCENTER PY STE 100 D07.385 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.citukwila.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 -385 Occupant /Tenant: PANDA EXPRESS Building Address: 17100 SOUTHCENTER PY, SUITE NO. 100 Parcel No.: 2623049081 Property Owner: WIG PROPERTIES LLC -SS 4811 134TH PL SE , BELLEVUE WA 98006 Use: RESTAURANT Occupancy Group/Division: A2 Type of Construction: IIIB Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 56 DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 2623049081 Address: Suite No: Tenant: 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 17100 SOUTHCENTER PT TUKW PANDA EXPRESS PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -385 ISSUED 10/12/2007 12/12/2007 1: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 2: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 3: 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. 4: The special inspections and verifications for concrete construction shall be required. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 7: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 8: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 9: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 10: 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. 11: Readily accessible access to roof mounted equipment is required. 12: 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. 13: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 14: There shall be no occupancy of a building until fmal inspection has been completed and approved by Tukwila building inspector. No exception. 15: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. doc: Cond -10/06 D07 -385 Printed: 12 -12 -2007 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 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 19: ** *FIRE DEPARTMENT CONDITIONS * ** 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 22: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 23: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 24: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 25: 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) 26: Portable fire extinguishers shall be provided within a 30 -foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class E rated portable extinguisher. (IFC 904.11.5) 27: A Type 1 hood shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for commercial purposes that produce grease vapors. Each required commercial kitchen exhaust hood and duct system required by section 610 of the International Fire Code to have a Type 1 hood shall be protected with an approved automatic fire- extinguishing system installed in accordance with this code. (IFC 610.2, IFC 904.2.1 and IFC 904.11) Automatic fire- extinguishing systems shall comply with UL 300 or other equivalent standards and shall be installed in accordance with the requirements of the listing. (NFPA 96, 10.2.3) 28: All new automatic fire- extinguishing systems and all modifications to existing automatic fire- extinguishing systems doc: Cond -10/06 D07 -385 Printed: 12 -12 -2007 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 shall have fire department review and approval of drawings prior to installation or modification. 29: 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) 30: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit panic hardware on rated fire doors. (IFC 1008.1.9) 31: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 32: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 33: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 nun) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 34: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 35: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 36: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 37: 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) 38: 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) 39: 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) 40: 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. doc: Cond -10/06 D07 -385 Printed: 12 -12 -2007 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 41: 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) 42: 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) 43: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 44: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 45: 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. 46: In occupancies of Groups A, E, I and R -1 and dormitories in Group R -2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 805.1, 805.2) 47: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 48: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 49: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 50: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 51: 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 -385 Printed: 12 -12 -2007 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 pe . t does not presume to give authority to violate or cancel the provision of any other work or local laws regulating ormance of work. construction or the p - Signature: Print Name: Date: / Z-/ (Z (D doc: Cond -10/06 D07 -385 Printed: 12 -12 -2007 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htv/Iwww.ci.tukwila.wa.us Sit LOCATION Site Address: 17100 Southcenter Parkway Tenant Name: Panda Express Property Owners Name: Wig Properties LLC -SS Mailing Address: 4 811 134th Place SE CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Vigen Architect Lupe Sandoval Mailing Address: 1127 E. Olive Ave E -Mail Address: lupe@vigen . corn 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 ** GENERAL CONTRACTOR INFORMATION — ( Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: To Be Determined Mailing Address: State Contact Person: E -Mail Address: Contractor Registration Number: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Vigen Architect Mailing Address: 1127 E . Olive Ave Contact Person: Gary T. Vigen E - Mail Address: Lupe®vigen . com [ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Rolfes Engineering Mailing Address: 1036 W . Robinhood, Contact Person: Mr. Fred Rolfes Lupe Sandoval #201 E -Mail Address: Q: Wpplications\Forn s- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bb Building Permit No. Y7- 54 5 Mechanical Penult No. fa- . ,1 Plumbing/Gas Permit No. ' V W .7 , Pudic Works Permit No. Project No.fri q (For office use only) King Co Assessor's Tax No.: 210.13 mil Oe Suite Number: 7 100 Floor: New Tenant: ® Yes El ..No Bellevue City WA State Day Telephone: (559 ) 2 6 8- 2 711 Fresno CA 93728 City State Fax Number: (559) 268 -1172 98006 Zip Zip Zip City Day Telephone: Fax Number: Expiration Date: Fresno CA 93728 City State Zip Day Telephone: (559)268-2711 Fax Number: (559) 268 -1172 Stockton, CA 95207 City State Zip Day Telephone: (888 ) 3 9 3- 012 5 Fax Number: (209) 473 -1312 Page l of 6 Valuation of Project (contractor's bid price): $ 2 7 0, 0 0 0. 0 0 Existing Building Valuation: $ 2 5 5, 0 0 0. 0 0 Scope of Work (please provide detailed information): New Panda Express Restaurant Tenant Improvement located at the Northwest end cap of Building N Suite 108 within the Southcenter Square shopping center. The Restaurant will serve gourmet chinese food. Will there be new rack storage? ❑ Yes PLANNING DIVISION: N/A 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: Will there be a change in use? ❑ Yes Q:\Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh .. No If yes, a separate permit and plan submittal will be required. Compact: Handicap: ® No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: N/A ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM N/A ❑ 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): New Panda Express Restaurant tenant improvement located at the Northwest end cap of Building N suite 108 within the Southcenter Square shopping center. The Restaurant will serve gourmet chinese food. Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ® ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Call before you Dig: 1 - 424 - 5555 ❑ .. Highline ewer District ...Tukwila ❑... ValVue ❑ .. Renton ❑ ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: N/A ❑ 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): N/A ❑ ...Civil Plans (Maximum Paper Size —22" x34") ❑ ...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): N/A ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ® ...Permanent Water Meter Size... 2 tt ❑ ...Temporary Water Meter Size .. " ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public _ ❑ ...Water Main Extension Public _ Q: 1Applications\Fmms- Applications On Line3-2006 - Permit Application.doc Revised: 9 -2006 bh ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...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 " 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: Wig Properties Day Telephone: (425) 957 -4774 Mailing Address: 17100 Southcenter Parkway, Suite 108 Tukwila WA 98188 City State Zip Water Meter Refund/Billing: Name: Wig Prop erties Day Telephone: (425) 957 - 4774 Mailing Address: 17100 Southcenter Parkway. Suite 108 Tukwila WA 98188 City State Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Fumace<100K BTU 0 Air Handling Unit >10,000 CFM 1 Fire Damper TBD 0 -3 HP /100 BTU 0 Fumace>100K BTU 0 Evaporator Cooler Diffuser TBD 3 -15 HP /500,000 BTU 0 Floor Furnace 0 Ventilation Fan Connected to Single Duct 2 Thermostat 3 15 -30 HP /1,000,000 BTU 0 Suspended/Wall/Floor Mounted Heater 0 Ventilation System Wood/Gas Stove 2 Range 30 -50 HP /1,750,000 BTU 0 Appliance Vent Hood and Duct 2 Emergency Generator 50+ HP /1,750,000 BTU 0 Repair or Addition to Heat/Refrig/Cooling System 0 Incinerator - Domestic 0 Other Mechanical Equip 3 HVAC Units Air Handling Unit <10,000 CFM Incinerator — Comm/Ind 0 Use: Residential: New .... ❑ I MECHANICAL PERMIT INFORMATION — 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: To Be Determined Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ $ 3 5 , 0 0 0 . 0 0 Scope of Work (please provide detailed information): New Panda Express Restaurant tenant improvement located at the Northwest end cap of Building N suite 108 within the Southcenter Square shopping center. The Restaurant will serve gourmet chinese food. Commercial: New .... © Replacement .... ❑ Fuel Type: Electric ® Gas .... E2 Other: Replacement .... ❑ Indicate type of mechanical work being installed and the quantity below: Q: WpplicationsTomts- Applications On Line\3 -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 0 Drinking fountain or water cooler (per head) 0 Wash fountain 0 Gas piping outlets 8 Bidet 0 Food -waste grinder, commercial 0 Receptor, indirect waste 0 Clothes washer, domestic 0 Floor drain 3 Sinks 5 Dental unit, cuspidor 0 Shower, single head trap 0 Urinals 1 Dishwasher, domestic, with independent drain a Lavatory 2 Water Closet 2 Building sewer or trailer park sewer 0 Rain water system — per drain (inside building) 0 Water heater and/or vent 1 Additional medical gas inlets /outlets — six or more 0 Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors 0 Repair or alteration of water piping and/or water treating equipment 0 Repair or alteration of drainage or vent piping 0 Medical gas piping system serving one to five inlets/outlets for specific gas 0 k PLUMBING AND GAS PIPING PERMIT INFORMATION — 206 -431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: To Be Determined Mailing Address: cit state zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ 3 7 , 0 0 0 . 0 0 Valuation of Gas Piping work (contractor's bid price): $ 3,5 0 0. 0 0 Scope of Work (please provide detailed information): New Panda Express Restaurant tenant improvement located at the Northwest end cap of Building N suite 108 within the Southcenter Square shopping center. Restuaruant will serve gourmet chinese food. Building Use (per Intl Building Code): Group A2 Occupancy (per Intl Building Code): Group A2 Utility Purveyor: Water: Tukwila Water Dist. Sewer: Tukwila Sewer Utility Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:\Applications\Forms- Applications On Line0-2006 - Permit Application.doc Revised: 9 -2006 bh Page 5 of 6 Date Applicatio A Accepted: D Date Application Expires: S Staff Initials: (A L 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. Signature: Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGFAIT: Print Name: Colin Crawford Mailing Address: 4422 Francis Avenue W34, Q:Wpplications\Forms- Applications On Line U -2006 - Permit Application.doc Revised: 9 -2006 bn Seattle, City Date: I 1 vr/ Day Telephone: (206 ) 547-9623 WA 98103 State Zip Page 6 of 6 Parcel No.: Address: Suite No: Applicant: Receipt No.: R08 -00111 Initials: JEM User ID: 1165 Payee: PANDA EXPRESS JAMES HENSLEY TRANSACTION LIST: Type Method Description Payment Cash City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 2623049081 17100 SOUTHCENTER PY TUKW ACCOUNT ITEM LIST: Description Account Code PLAN CHECK - NONRES 000/345.830 RECEIPT Permit Number: Status: Applied Date: Issue Date: Payment Amount: $58.00 Payment Date: 01/14/2008 09:52 AM Balance: $0.00 Amount 58.00 Current Pmts 58.00 Total: $58.00 D07 -385 ISSUED 10/12/2007 12/12/2007 7155 01/14 9710 TOTAL 58.00 doe: Receipt -06 Printed: 01 -14 -2008 Receipt No.: R07 -02738 Initials: JEM User ID: 1165 Payee: BOOCO CONSTRUCTION, INC. ACCOUNT ITEM LIST: Description (inn. RAr•.Pint -06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us RECEIPT Parcel No.: 2623049081 Permit Number: D07 -385 Address: 17100 SOUTHCENTER PY TUICW Status: APPROVED Suite No: Applied Date: 10/12/2007 Applicant: PANDA EXPRESS Issue Date: TRANSACTION LIST: Type Method Description Amount Payment Check 7858 2,416.28 BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 Account Code Current Pmts Payment Amount: $2,416.28 Payment Date: 12/12/2007 09:10 AM Balance: $0.00 2,411.78 4.50 Total: $2,416.28 5953 12/12 9710 TOTAL 2416.28 PrintAd. 19 -19 -9007 Receipt No.: R07 -02237 Payee: PANDA RESTAURANT GROUP TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 2623049081 Permit Number: D07 -385 Address: 17100 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 10/12/2007 Applicant: PANDA EXPRESS Issue Date: Initials: WER Payment Date: 10/12/2007 12:05 PM User ID: 1655 Balance: $2,416.28 Amount Payment Check 672185 1,567.66 Account Code Current Pmts 000/345.830 1,567.66 Total: $1,567.66 Payment Amount: $1,567.66 =7,6 10/12 ?719 717W 1859.7 doc: Receiot -06 Printed: 10 -12 -2007 Project: i p Ai �r-)C freSJ Type of Inspecti n: ! , n ^.k 13 (J- -. '' Address: 19 ► o o S,„ c. 4401Sr' PK OA Date Called: Special Instructions: 3% Q{ i ` ( s ate Wanted: 2 -72' a JD. p.m. Requester: Phone No: 503 - 1 2 - ' i - 15 1 5 INSPECT' +N NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: j „1 • a4 1,n-ue ` ) yttiA afe cI AAAo .4eAtg 1ec6t: I Date: z $58.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Projec -r 1 tp4 Type of Inspection Addres � f ,, : 7 100 6 6 'kW Date Called: /i, J�p (` /C�t'J Special Instructions: Date Wanted: a.m. p.m. Requester: (� Phone : q56_ z(...a i El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Corrections required prior to approval. Dat /Z Z) El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: COMMENTS: Type of Insp ction: Address: 11 (3 3 f - cP,J71 /f_ c Date Called: 1 ki 1__,A 1'F ,DA--A‘ C t 0 - ) D to Wanted: 2 -? a.m\ p.m t` /- k ,,, . Phone No: ?) T., _s 1 or (_.:--y ),A.J Pr ject: Type of Insp ction: Address: 11 (3 3 f - cP,J71 /f_ c Date Called: 1 ki Special Instructions: D to Wanted: 2 -? a.m\ p.m Requester: Phone No: - g7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 El Approved per applicable codes. 1 lnsect f 05 r i -3V5 Corrections required prior to approval. 1 Date: 7 7,7_1- DE $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: !Date: Projw: A )/1 4 C;p/et'S S Type of Inspection: / , 1 .5 ),... 5* p ( tr-/ P i%, Address: _Date /7/06 .5'60//leo'Ader 7. Called: Special Instructions: ./ Date Wanted: —• / /— 0 #0 rra..n.. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Dd 7,30 S PERMIT NO. fin (206)431-36 Approved peripplicable codes. Corrections required prior to approval. COMMENTS: 12 $58.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: I Project: a , c.)/( 5 j TyperrInspecti9n: ---- (, JA A ■ Address: 'rn 5c .1-1 • Date Called: Special Instructions: Date Wanted: 2 ---— 0 ,5 -- •..a.m. p.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 607— 3.s PERMIT NO. (206)431-36 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: f pi JuJel il-L.J`c,s,p/ 0/. 006 t-wp.ar oo—c-b(A_N. kkA $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Inspectof: rate: 'Receipt No.: 'Date: COMMENTS: Type of Ins ection: /c--/.4/4z_ a . (,..1, Addr s: / j /00 S� /ivneA i ®� . _Tff.ecld c. J;If /(Ft -r/k , t A,A. 07 2 - 1 I - 0,K u4 ei ' 4epr_T . hA f 7t PA . Or( P -4( r;‘ `P1 d . 14 -I (A Ak 3 A177-- c..A. 4A1 2 M . i) ,A.-r J Phone ' .1 � /q < " v6-( "',Ad, 1 A- C ` { 4 $c 4G JAer - kiscis ufi I : zi op ) ei F /\ TL v1/4.= A 1 ' l L tr1- cJA../e i k ' r. Project: ,v4,1/4),4 -CX Fees S Type of Ins ection: /c--/.4/4z_ a . (,..1, Addr s: / j /00 S� /ivneA i ®� Date Called: Special Instructions: Date Wanted: 2 ?d /ze p.m. Requester: Phone ' .1 � /q INSPECTION RECORD Retain a copy with permit INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3f;7 Ei Approved per applicable codes. Corrections required prior to approval. $58.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be - paid at 6300 Southcenter B d.. Suite 100. Call the schedule reinspection. Insp %ctoli Date 2 'Receipt No.: 'Date: COMMENTS: Gi)J - e.r X4-5 o J 1p( c--4 , ) \* ) 1 0 .t--, (-ems rd ,/ PJ te Called: id 'a-- _ .. A 14 iv f (am) ,i -C. � �Ge - e -f--�G 0r ^-1, r�'I� - J Requester: PhoiNo: b Project: P : /9�49 /<SS Type of r- Ins - a tion: R44 v-6, A c,19 s; : 0 0 5ivixev.A44,„ ,0: te Called: Special Instructions: D to Wanted: /_ / 5--" O . Requester: PhoiNo: INSPECTION RECORD INSPECTION NO. Retain a copy with permit � O E 7 3g C CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ID Approved per applicable codes. O Corrections required prior to approval. $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Inspectr: (Receipt No.: IDate: Date: ` Proj t A�(4 �jx C5S T � Type of I e cti i ,v6 Ad ress: Date Called: Special Instructions: Date / Wanted: G O � m: Requester: Phone No: ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION `( 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: de (levee oirk eati ?/% nspec o `er? ID72: 3 0e .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Proje Any A c', n/mss s Type of I speuion: .5p -o/ { /e e� oAsir. Address: / ' /7 /0 U S/ fherEtik, Date Called: Special Instructions: Date Wanted: l 2 /�'f. /1°7 p.m. Requester: / Phone No: INSPECTION RECORD Retain a copy with permit N--- INSPECTION NO. PEIWIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ei Approved per applicable codes. Corrections required prior to approval. COMMENTS: Afore '7 6 f= r: 0'p lice/ ot eMJcv4 1- .00 REINSPECTION FEE REQUIRE.. Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: !Date: Project: Sprinklers: 11e5 Fire Alarm: �5 Type of Inspection: /i l= /N --- Addres: i 100 Suite #: ►oo 5 W ,( Contact Person: � E 5 I E Special Instructions: Occupancy Type: A - Phone No.: Needs Shift Inspection: yes Sprinklers: 11e5 Fire Alarm: �5 Hood & Duct: �Q 5 Monitor: for 4,4 4 Z / ( A 1 o If NA Pre -Fire: No Permits: rte" Occupancy Type: A - 5 INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 o-: - 385 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 ri Corrections required prior to approval. COMMENTS: E/44 � y L,4 & Inspector: ] 5 tC7 Date: zizo /D Hrs.: G, fr- $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: ?A 00 t 0I ,- S S Type of Inspection: Se - r, ,vii c_ Address: l7 I vv S. c Suite #: /o D Pic w; Con Pcrson: "cA-- Special Instructions: Permits: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 G _ ?o 1 - 35) PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Corrections required prior to approval. COMMENTS: r', 9I 401 _,iA)4 / __ Inspector: p i y Date: 2 /6 /0 V Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to.chedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: Type of Inspection: H 7 c)fv 1 Gu' t_ Address: 17 t o U - O Kl'7c ‘440%., f/ kc f . Suite #: /0 Contact Person: ru 44 I R �,-e, Cot. C•- Phone No.: Z S - 3 -- 317 — o, k1 Monitor: f Pre -Fire: )/ df0 /es % Occupancy Type: 5T.4gT /2.31, 2/0 P. Ad /'y3© 2 104= Co yew cK 4-0 C ‘5.,,144.- -1-fi h t.rdt i • a) rya - CV,rl)yv f (3 4-h rvv rh ? c ) 71/1i1.- Pi& ✓ ci Project: (', ,, 0 a,, Type of Inspection: H 7 c)fv 1 Gu' t_ Address: 17 t o U - O Kl'7c ‘440%., f/ kc f . Suite #: /0 Contact Person: ru 44 I Special Instructions: Phone No.: Z S - 3 -- 317 — o, k1 Needs Shift Inspection: ' Sprinklers: Fire Alarm: Hood & Duct: Monitor: f Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 vXApproved per applicable codes. Inspector: So Date: ///67 01 Hrs.: - $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 1/13/06 0o 7- 07- S — ?7`l PERMIT NUMBERS Corrections required prior to approval. T.F.D. Form F.P. 113 Client Name: Decker Development Contact: Mike Client Address: 117 E. Louisa ST #230 Seattle, WA 98102 Supplier: Cadman Material Data: Grout Plant Number: 54 Mix Number: 654100 Truck Number: 266 Ticket Number: 08824118 Number of Samples: 4 Yards placed: 1.5 of 1.5 Design Strength: 2000 Inspection Performed: Grout Placement Trash enclosure CMU walls. Date: 3/19/2008 Grid Lines /Location: Remarks: Field /Material Report Report Number: 70897 Testing Laboratory , Inc. 7126 180th Ave N.E.,,Park 180, Suite C101; Redmon Phone 425.881.5812'Fax 425.881. Distribution: 0 Client ❑ Contractor Engineer ❑ Owner Municipality ❑ Distribute Other ❑ Architect ❑ Distribute Other 3 Project Number: 05 -247 Permit # D05008 Project Name: SC3 (Winners) Address: 17401 Southcenter Parkway Air Temperature: 48 Concrete Temperature: 62 Air Content: Slump: 7" Time Sampled: 3:00:00 PM Added Water: -0- Admixtures Location: Wall ASTM C 1064 ASTM C 231 ASTM C 143 Reinforcing steel was ASTM A615 grade 60 of proper size, number, spacing and clearances as per Shutler drawing #SKS -2, dated 2 -1 -08. Grout was placed via bucket and mechanically re- consolidated. Cadman did not provide batch weight information. Conforming to approved plans Inspector: Flint, Sean FLI 90 4238 Inspector2: Inspector3: Reviewed Olson, Chrissy Samples Tested in Accordance with ASTM: C 617 C 1019 C 39 Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 802790 3/26/2008 7 3x3x6 10.4 1/1 53000 5100 C 617 Cone Shear 802791 4/16/2008 28 3x3x6 10.5 1/1 62580 5960 C 617 Cone Shear 802792 4/16/2008 28 3x3x6 10.3 1/1 60700 5870 C 617 Cone Split 802793 4/16/2008 28 3x3x6 10.6 1/1 63470 6010 C 617 Cone Shear Date Mailed: Tested By: Mike Holtz Reviewed: Mike Blackwell All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section 10.1.2 (required use of a maximum - minimum thermometer). All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden. Food Establishment Inspection Report Form B Bus's_ ame: General Health Record ID TEMPERATURE OBSERVATIONS' .j" ,,. ,' Violations cited In this area must be corrected with the time frame specified. /1 t17• ( .it •/ (v . t 1 s E' !' J e 01 /2,f -/J 7 • r !1.. S r•,_ 1 .. , th, . �l 4 /d4' f i • • OBSERVATIONS and CORRECTION ACTIONS a r/ t . Item Number Comments j Seats / Checkouts T 0 5a,, of Poi #ir,.� ulg ti'✓ (4,8 Tot N Office T t•) ( IL Person in Charge (Printed Name) 0 /J < Item ! Location J' /) a t hIJ Based on an inspection this days he above items are violations. which without warning. notice or he , g if the requirements of the food code report. The permit will be au ,. nded if an imminent hazard exists or Si opportunity for an appeal .e validity of a suspension or the findings or inspection. The filing ; appeal does not stay the effectiveness of who requests it under • roviswn of the Pudic Disclosure Act (42.17 s� �%y`l�s''S Regulatory Auth . -ty n ( °rinted Name) , q n A f i PH- 0078.2 (Rev. 1 1/071 P/E r U t , M' ,. Y i /' •"\ City ZIP Date MEE t v 1 f- - L : Temp ( I IA t ■, P j to ( "1 V,/ 1 , t' ltv-. J; I 1 1 (? t t'A 5 i1 /. f I) % /J ? (./ 1( is •1 Operator: � ,) 1 • ty • Time In N... IL p01 ?ff5" Rem / Location ey-.. /.. 1 7e m m • m v. t;it t -• .4- ATTENTION We only approve your application for a permanent food service establishment from the Department of Public Health Seattle & King County. Other permits and inspections may be required by other agencies. Operating this establishment without these permits and inspections may result in legal action by the appropriate agencies. Public Health kik Seattle & King County of / Page Phone: Sa 17 . 0 0. Activity Time Travel Time Temp (°F) Points — 1 -. )71, ded this an sion son Service 1280 Scheduled 1290 Return 1260FId PI Rvw 1300 Complaint 1330 Illness I Inj. 1340 Permit Inv. 1360 Field Educ. 127re•Ooerat. 1060 HACCP 0 Results 01 0 Satisfact 02 0 Unsatisfact. 03 .t�Complete 04 0 Incomplete 0 Action 04 0 Suspend 07 [ 'pproved 10 0 Disapprv'd 26 0 FoVup Rq'd Trans Fat 71100 Early 08 7120 0 Early 09 71300 May 2008 71400 Feb 2009 7150 Documnts Menu Label 72000 Applies 72100 EarlyAdopt 72200 Five Items 7230 0 Advisory 7240 0 Menu Bd 72500 Pt of Order 72600Equivalent 72700 Accuracy Red Critical Points Iv •! Blue Points Total Points NPr Job Number: Cs ( - (a Permit Number: f Project: Cr��iL� �Q0k Client: w i Addresl: 1-7)( 0 60011.1 i c. -PACT t., - ~( Address: e ✓ k6i Lk.- (\ Date: u 2 . Zt" Inspection Performed (Please Inspector. pJ Cie k_i, I .t 0 Check all that Apply) Reinforcing Steel Installation of Holdown System Structural Steel Fabrication Anchor Bolt Installation Seismic Tie Installation Structural Steel Erection Epoxy- Grouted Anchor Bolts Lateral Wood Steel Decking Epoxy Grouting (Rebar) .l Spray - Applied Fireproofing Other (specify) Remarks -wDa D ‘1 t yL- t C Tt Om, Of= -- Po)ci 413Ci4O' - Cam+ , I 0 a(L ( S &- (50 I ( \ 1i— (t_L --5 A-i 1(," t ,, (,\T - A T '_ A, („O CA :;c a0 L { to- l 0 P-n- 2L ( F6 it t •P 5 `( f'OS( 77©1 1 ( P (oJRSS . - (O D Pcsq.E. P-4 EAYF A v How E -k7Uk- TOBU D LOMr�nA'cl i)J -- > t efj G - X c,> , 1 C L (Z 5(q3 L.-O� t Z E \ (25 0 � <�x � ta 3 L- � luvt ')b, a-(--- r _ -ISt- P oc S E_ i/ 1i=// GOUC Qr P iv Est I<JI Reference Standards Used: I i_Conforms ] ✓ Does Not Conform Is this a re- inspection? ( yes Original inspection date: 11 Inspected by: Start Time: Finish Time: O T T O R O SE NA U &ASSOCIATES, J INC. t o < hC / - 644 1 4) CONSTRUCTION INSPECTION REPORT/ niV n Eypre_s_s Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page of 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: INSP -63 -02 (Rev 05/04) OT '0 ROSENAU & ASSOCIATES, INC Geotechnical Engineering, Construction Inspection & Materials Testing Inspector and Date R. Hardy 12/19/2007 CONSTRUCTION INSPECTION REPORT Report Number: 68603 Description: Epoxy grouting, reinforcing steel Project: Southcenter Square Permit Number: D06-41 Address: 17200 Southcenter Parkway, Tukwila Job Number: 06 -683 Client: Wig Properties LLC — SS Client Address: 4811 134 Place SE, Bellevue Remarks Performed visual inspection of epoxy grouting on the following: Reinforcing steel on infills at 16" on center #4 dowels grade 60 from Cascade Mills. Prior to placement of Hilti HY150 epoxy, holes were inspected for size (5/8" diameter), depth (5 "), position and cleanliness. Method of placement as per manufacturer's published recommendations and procedures & ICC ER 5193. Epoxy lot #191313L2 expires 05/08. Additional resteel placed on dowels for infill concrete placement. Conforms Copies to: Owner X Contractor X Architect X Building Dept Technical Responsibility: X Engineer RECEIVE!'. FEB 1.2 BOO COMMUNITY DEVELOPMENT David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1-888-OTTO-4-US — Fax (206) 723 -2221 Form No.: ADMIN -63-01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 68604 Description: Structural steel erection CONSTRUCTION INSPECTION REPORT Project: Southcenter Square Permit Number. D06 -416, D06 -457 Address: 17200 Southcenter Parkway, Tukwila Job Number. 06 -683 Client: Wig Properties LLC - SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Remarks R. Hardy Performed visual inspection of welding on the following fire corridor new welding connections: 12/19/2007 • Base plate and cap on (4 each) columns 5 x 5 with clips. • Wide flange beam east and west to column clips. • Column in north — south direction. • 3 x 3 angle to existing 6 x 6 to truss joint. • Wide flange beam north & south to top flange beam east & west. • 3 x 3 angle from top flange of top beams through existing truss joints. ■ 3 x 3 angle to wide flange beams. Copies to: Owner X Architect X Engineer All welds conform to AWS D1.1. All A325 bolted connections brought into snug tight condition as per AISC 13 edition. All work conforms to approved contract document. WABO welder. Jim Davis — W08135 — expires 07/2008. Conforms X Contractor X Building Dept. Technical Responsibility tI ll - VI Gti I4wvei L•Yqt. David Lyal, Technical Director This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 6747 M.L. IGng Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN-63-01 (Rev 05/03) Kyle Herbel From: Lupe Sandoval [LupeS @vigen.com] Sent: Thursday, January 17, 2008 5:07 PM To: jameshensley72 @yahoo.com; Kyle Herbel Cc: Jerald Earl; James Truong; Mayra Vasquez Subject: RE: hot water tank / hotwater tank platform Attachments: D00011708.pdf; Platform details.pdf Hi James, ftwe Please find included the water heater cut sheet for the building department. The cut sheet shown the exhaust and intake pipes required to provide enough combustible air, see items highlighted. Also included are the water heater platform details. Let me know if you need anything else. Thank You, Lupe Sandoval Project Manager & Associate Vigen Associates Architecture & Planning 1127 E. Olive Avenue Fresno, CA 93728 -3534 Phone (559) 268 -2711 Fax (559) 268 -1172 From: Jerald Earl [ mailto:Jerald.Earl @PandaRG.com] Sent: Thursday, January 17, 2008 6:57 AM To: Lupe Sandoval Cc: jameshensley72 @yahoo.com Subject: FW: hot water tank / hotwater tank platform can you address these city requests for Tukwila Jerald Earl Panda Express Office 360 - 210 -5248 Cell 360- 936 -2482 From: James Hensley [mailto :jameshensley72 @ yahoo.com] Sent: Wednesday, January 16, 2008 7:56 PM To: Jerald Earl Cc: Kyle Herbel; lupe Subject: hot water tank / hotwater tank platform The building department has requested that we supply them a cut sheet of the hot water tank, they also would like to know if we have enough combustible air for it. 1/18/2008 RECEIVED CITY OF TUKWILA JAN 2 8 2003 PERMIT CENTER rage 1 of Z REVISION N0.? 18 SCREWS 0 6" 0.C. 2 -18 SELF TAPPING SCREWS PER 18 HOS 600 BLOCKING PROVIDE NEW 3 5/8' TYPE 'X' GYP BRD. HILL HT TO B.O. DECKING F NOT EXISTING. (TENANT SIDE OF WALL ONLY) WATER HEATER BEYOND 18 0 6' 0.C. TYP. SHEET METAL (AS REQ'D) S 16HOS 600 0 12' O.C.± FINISH INSIDE WALL SURFACES W/ 5/8" TYPE "X' WATER RESISTANT GYP. BRD. AND FRP FINISH PER FINISH SCHEDULE 8 0 12'O.C. 0 GA.x3 5/8" BLOCKING E� - EXISTING DEMISING WALL ELEV. /SECT. @ W.H. PLATFORM 1 1/2" = 1 -0" NEW RED HEAD SHOT PIN. ELEV. /SECT. @ W.H. PLATFORM 1 1/2" = 1' -0" EXISTING DEMISING WALL L -18GA. 1 1 /2'x 1 1/2"x3 1/2" W /2 -f8 SCREWS TO STUD 16 HDS 600. 18 GA. BLOCKING 18 HDS 3 5/8' UNDER HDS 600 BETWEEN EXISTING STUDS EXISTING DRYWALL L -18GA. 1 1/2"x1 1 /2'x3 1/2" W/2 -18 SCREWS TO STUD. NEW SDV100 -400 state Exhaust pipe power - vents prcducts of combustion to outside building. Air intake pipe draws all combustion make -up air from outside building. • 3-Year or 5 -Year Tank Warranty. • ASME Construction available co SOV100 260 and SDV100 -400. • Turbo -Force Ring Sell leaning Feature — Patented design automatically reduces harmful sediment buildup inside the tank Sandblaster Force" stays energy - efficient, so R saves money throughout Its life. Turbo -Face flip tube In model SDV75 70. a Labor Replacement Allowance for installing contractor If heater needs replacement during basic 3-year warranty: $250 LRA on 75 -70 model; $500 LRA on 80.140 and 100 -199 models; $1000 LRA on 100 -260 and 100 -400 models. • Non - Condensing Design helps prevent corrosion. No condensate pump or drain needed. • Installs with 3; rror 6 Schedule 40 PVC pipe, depending on the model and vent nm. • Two 45° 3' or 4" (depending on model) Schedule 40 Elbows, with screen, supplied for use as vent caps. Schedule 80 Elbows on 100-400. • integral Automatic Blower —W41110/120 Vcit elecriaal system. Maximum electrical rtraw:2Amps on SDV75 70, 12 AMPS on all other models. •Ch do owes manual and Icon codes for apedre tenting requirement Each ell°elbowadrees mabnm nn by5feet. 'Exhaust vent run en SOY100- 4C0 must be CPVCSdred le 40 mi imum fords fast 10rcerdrie tun ® WATER HEATERS 500 Lkndahl Partway, Ashland City, TN 37015 Y SANDBLASTER Non - Condensing Up To 85% Thermal POWER DIRECT-VENT Efficiency Commercial Gas Water Heater The Sandblaster° Face - delivers the money - saving performance of State Muskies original Sandblaster commercial water heater, plus a solution to negative air pressure, a problem found in many commercial applications. For example, in restaurant !dtchens, commercial range hoods and exhaust fans draw large amounts of air out of the room. This creates negative air pressure in the room, which can deprive an ordinary commercial gas water heater of sufficient make -up air required for safe, efficient, proper operation. In negative air pressure situations, downdrafts can occur inside an ordinary water heater, compressing the burner flame, resulting In Impaired water heating performance and recovery efficiency. Negative air pressure can also generate Carbon Monoxide butidup, and other potential safety hazards. Sandblaster* Force - is the solution, because it doesn't share the inside air! it is equipped with a factory-installed blower and two -pipe system for intake of make -up air and separate exhaust venting. This unique air delivery system (patent pending) insures that Sandblaster° Forais immune to negative air pressure. Sandblaster* Face" also helps reduce space heating or air conditioning costs, because it does not consume heated or coded air from kiside the building. Long Vent Runs Mean Installation Flexibility The Force" installs just about anywhere, thanks to intake and exhaust vent runs of up to 135 feet horizontally or vertically on models SDV80 -140, SOV100 -199 and SDV100 -260. The SDV75 -70 vent run is 50 feet horizontally or vertically. The SDV100 -400 has a maximum vent run of 110 feet using 6 inch pipe. (Note: The first 10 feet of exhaust run for the SDV100 -400 must be CPVC Schedule 40 pipe minimum.) See the vent run chart or the owners manual for specific venting information. • bnterndttent electronic Ignition. • Reinforced tank design for longer life —The Sandblaster° Face" gtasstined tank is reinforced with extra steel in all the most critical areas, to insure long tank fife. • Removable lanced -port steel burner, with multiple tubular construction, for even heat dstribution, maximum efficiency, quiet operation. SDV75 70 has a famed aluminized steel burner. • Foam insulation — Reduces heat kiss over 2% times more effectively than standard fiberglass. • Factory- installed Temperature & Pressure safety valve (T&P Valve). • Factory-installed Energy Cut -Off ( safety switch. • Multiple Magnesium Anode Rods — for extra protection against electrolytic lank corrosion. SDV75 70 has a single large diameter magnesium anode. • Tank inspection Port for easy access to tank interior on all models except SDV75 70. • Maximum Hydrostatic Working Pressure: 150 psi. (ASME 160 psi.) ® The i cboo�'S Model Number BTU Per Natural Input Hour Propane First Hors Defvery 100• rise Recovery $0 100' 140' A It C Dimensions D In 1 Inches F G H 1 1 && Approx. Shipping Weight PO S0V75 70NE 69% 61% 16% — — 2 SDV75 TOPE 69% 61% 16% — — 2 • 90V80140NE• 76'/. 71% 8% 20% 61% 2% SDV100199NE't• 74' 70% 8% 20'4 60% 2% SOV100189PE•t• s I I f N 1 g 74% 70% 8% 20% 60% 2% . e S011100260NE• 7954 77% 8% 19% 61'A 2h SDV100 26OIE ASME• 79% 77% 8% 19% 6154 2% SDV100400NE 82% 80% 8% 21% 63.4 2%. SDV100 400M ASME 82% WY 8% 21% 63A 2% r" 1 0 AIR ; ° ::: EXHAUST INTAKE S ? =OWLET WLET 8DV7570 1 state SANDBLASTER POWER DIRECT-VENT Commercial Gas Water Heater Sandblaster• Force" gas water heaters are design certified by the CSA klerrmationaf as Automatic Circulating and Automatic storage water heaters.When used singly or in mantfoided multiples with additialal heaters or storage tanks, they can provide an independent hot water system. When Installed with a mixing valve, they can provide both 140°F general use hot water and 180°F sanitizing hot water simultaneously. SDV80 140, SDV100 199, SDV100 260 and SOV100 400 models meet or exceed Federal Efficiency Requirements prescribed by the Energy Policy and Conservation Act of 1992 (EPACT) for commercial water heaters. They also meet or exceed ASHRAE 90.1b-1992. SDV75 70 meets or exceeds Federal Energy Efficiency Standards effective January 1, 1990, auxardng to the National Appliance Energy Conservation Act (NAECA) of 1987. Fret -How Delivery and Recoveries oro rounded b nearest palm Model SOV75 70 has %-h.ch water connections; all others have 1%-inch. Dimensions re rounded le newest % -larch. When ordering propane, change 11" l0 - r b model number (SDV8C t4e'E). Act modals mailable In Canada. When ordrinp, odd 'VW to model number (SD/75 70NE C61y. SDVaO 40, SDV100 100, 8DV100 280 a 8DV1o0 400 'Rear phmbing. "bas comedian an Propane modals is Mach. WE construction not amiable. 'NSF construction available, add 5' 10 Might and add IRK le model Number (S W80140NE IRK). Went diameter /spent en lsrgb d mn 4' diameter up to 40 pWvalent teat each ran. Mani facto ed under one or more of the following U.S Patent Numbers: 4,157,077; 4,263,879; 4,447,377; 4,527,543 and other patents 1,11,1 1,480 5 and other Canadian Numbers patents pending. In keeping with our policy of continues product tn4nrovernerl, specifications s are subject b change without prior notice. Venting System Requirements 1 The water heater requires its own (separate) venting system. 2 Venting cannot be connected to existing vent piping or chimney. 3 Venting may terminate vertically or horizontally to t outdoors. 4 Vertical and horizontal vent runs must be secured at 3'W intervals. 5 Vent piping cannot under any circumstances be nn downhill. 6 Horizontal runs require a mirlmum Wrise per foot. 7 Vent pipes must be installed so that they can be visually inspected. Maximum Equivalent Feet of Pipe With r khakis 40 PVC 4" Schedule 40 PVC' r sdadute 50' 135' 135' WA WA WA WA WA 135' 45" £DV Series Models SDV75.70 SDV80.140 SDV1E0 -199 SDV100 -260 SDV100 -400' One t0' Elbow 40 PVC WA WA WA WA 110' 'The eat 10 Net of *Waist vent nn comeded to emit model must be me In CPC or ersi anent The intake* maybe *PVC. NOTE: Each 50•dhowIs minded to 5 bet d pipe. Two 45•elbowsresoddeddb5teeter pipe. Sandblaster° Force" Gas water heater(s) shall be a State Industries, he. Sandblaster Force, Model Number, with a gallon storage capacity, an input rate of Btu/bur gas, end a recovery rate et gallons per hour at a _ degree Fahrenheit temperature ria automate bkmer-powered, Me sdpe at Wake and links) shall be direct-vent design, with ediaust system om iranka, tag wror Me outside of ihe building; The blower *all have e safety device Matw not Mow the operation Brie pilot nd main burners unless the blower is in eperatbn. MN) shall have a combustion *passage Mat is internal b the outer Jacket d Me water heater other Man ta Intake end exhaust connections atMebpdile water The units shall be equipped with an Intermittent Electrode Mince control requiring an edema' 120 Volt power supply with a rating of 12 amps or lass. The control system shall dad off the gas supply ttle wit within 4 suco ndsrMie gassupply or pilot fhame are kdenupted.The tank daft be ddtiorally protected against premature future in rie following ways: Sample Specffic ations 1.A _ -year Invited warrant/against faits due b earosim, metal fatigue or overheating caused byline buildup daale, 111m cc other sediment 2. Against electrolytic corrosion by antle factory-installed magnesium anodes. 3. Against failure due b areheat caused by are Indidup of sale, film and other sediment by acarsmdddon which Incoorppesttesa1amular deg, wHdrMs inside IstankatDabase.The a way of calibrated jets, properly posNoned so that they will t S shall be equipped Het water with W. a aaY n pie precipitated shall keptIn suspension and exhaust xltrom the water heater on tator successive hot water draws. The txmser(s) dial have m hdaidual orrice far each burner Ile and be constnxaed of tubular aluminized or dateless steel mounted in an easrlr Rrnovat ie fray. Water heater24 lac have theCS0.He r8mal seal doarl:don,avatk ppeag�reed150psi,a factatinstalledASME ratedteltperabseandpremis erefefvalve „anda4'xSlatilapeclaiport ® WATER HEATERS 500 Undahl Parkway, Ashland City, TN 37015 EGSDV1/0601 02001 State Iduaties, Inc. Printed in U.SA Project Info Project Address PANDA EXPRESS- SOUTH CENTER MARKETPLACE Date 9/18/2007 17100 SOUTH CENTER PARKWAY For Building Department Use ALE COPY No., TIIRrrILA, WASHINGTON Applicant Name: VIGEN ARCHITECT Applicant Address: 1127 E. OLIVE AVENUE, FRESNO, CALIFORNIA 9372 P ermit Applicant Phone: 1- 559 -268 -2711 -1 Project Description l P ❑ New Building ❑ Addition [i gte . atip.. Ic. ... �_ nd Refer to WSEC Section 1513 for controls! a Comma �si ontgtzf�equfr 1643.2 .El:�Ialtsil�iclt, ' f Pt• i . ..�� . 7s,..• Car a, ' _- ' . nr . '; - f' -.- � 1 Compliance Option O Prescriptive 0 Lighting Power Allowkitce\ C' - =' ` 3 S ry . f ` • - • (See Qualification Checklist (over). Indicate Prescnptive' &.LOA sparks cleeriyioo.pkans) _ , :.:, Alteration Exceptions ( 1132.3) (check appropriate box- sec.1132.3 ❑ No changes are being made to the lighting ❑ 60% -�"- - u-- `d. ' Less than 60 /e of the fixtures new, installed wattage not increased, & use - not changed. Location (floor /room no.) Occupancy Description ; - Allowed , - : "• ;i>• in ft Allowed x Area 8 -3.0 FAST FOOD ESTABLISHMENT 1 .- + • - `:-p -1 1264.0 1643.2 KITCHEN AND WORK ROOM IS EXEMPT PER 1512.1 ITEM N4. 4" I::.006 ri. L. L P ** From Table 15 -1 (over) - document all exceptions on forfn Proposed Lighting Wattage LTG -LPA Total MIlowed NOV 1 6 2007 rl ., Watts 1643.2 Location (floor /room no.) Fixture Description , �b� OfFikktlppTUf, WJIfa Watts/ Fixture Watts Proposed E3.0 YY C IL / TYPE 'L17A': ROUND RECESSED FLUOR. W/ 15W. LAbII��2yJ LD1{\!G DI S QN "' ` 16.0 336.0 83.0 TYPE .L71.: WALL MOUNTED 2 LAMP FLUORESCENT. 2 80.0 160.0 83.0 TYPE 'L72.: CEILING MOUNTED 2 LAMP FLUORESCENT. 2 38.0 76.0 83.0 TYPE 'L73.: LOW VOLTAGE TRACE LIGHTING HEAD. 10 37.0 370.0 83.0 TYPE 'L73': SAME AS ABOVE. EXMPT. PER 1512.2 #6. 15 83.0 TYPE 'L74':RECESSED INCANDESCENT DOWN LIGHT. 5 37.0 185.0 83.0 TYPE 'L74A' : RECESSED INCANDESCENT DOWN LIGHT. 9 37.0 333.0 E3.0 TYPE 'L762 SUSPENDED FLUORESCENT FIXTURE. 10 16.0 160.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 1620.0 2006 Washington State Nonresidential Energy Code Compliance Form nterior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage Revised July 2007 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, Tamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical - . nual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blan tO1 385 OCT 12 NU/ PERMIT - CENTER, (bombs Use' LPA` (W /sf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches) 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations 1.0 Cafeterias, fast food establishments', restaurants /bars 1.3 Post office 1.1 Dormitory 1.0 Retail', retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia'', assembly spaces" 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel/motel 1.0 Warehouses ', storage areas 0.5 Hotel banquet/conference /exhibition hall 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries' 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies' (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers °Other I Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Cleariy indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T -1, T -2, T-4, T -5, T-8 lamps, and d) hard -wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. Interior Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 TABLE 15 -1 Unit Litahtin Power Allowance (LPA Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft may be used. 8) Reserved. 9) For indoor sport toumament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter - height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling - mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Lighting, Motor, and Transformer Permit Plans Checklist 2006 Washington State Nonresidential Energy Code Compliance Forms LTG -CHK Revised July 2007 Project Address PANDA ExPRESS- SOUTH CENTER MARKETPLACE (Date 9/18/2007 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control /access Schedule with type, indicate locations E3 - 1 n.a. 1513.2 Area controls Maximum limit per switch 1513.3 Daylight zone control Schedule with type and features, indicate locations yes vertical glazing Indicate vertical glazing on plans E3 - 1 n.a. overhead glazing Indicate overhead glazing on plans yes 1513.4 Display /exhib /special Indicate separate controls 53 - 1 1513.5 Exterior shut -off Schedule with type and features, indicate location n.a. (a) timer w /backup Indicate location n.a. (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location n. a. 1513.6.1 (a) occup. sensors Schedule with type and locations I n. a. 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans yes 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) yes I 1514 (Max. watts 'Indicate watts for each exit sign 1 LIGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) I 1511 IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I I TRANSFORMERS (Section 1540) I 1540 (Transformers 'Indicate size and efficiency 1 I 2006 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: Lighting - General Requirements 1513 Lighting Controls: Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which Is provided by a 20 ampere circuit loaded to not more than 80 %. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than 5% of the building footprint for footprints over 100,000 ft 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant - sensing automatic controls, which control the lights Independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition and Specialty Lighting Controls: All display, exhibition or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior: Lighting for all exterior applications shall have automatic controls capable of turning off exterior lighting when sufficient daylight Is available or when the lighting is not required during nighttime hours. Lighting not designated for dusk -to -dawn operation shall be controlled by either: a. A combination of a photosensor and a time switch; or b. An astronomical time switch. Lighting designated for dusk -to -dawn operation shall be controlled by an astronomical time switch or photosensor. All time switches shall be capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. EXCEPTION: Lighting for covered vehicle entrances or exits from buildings or parking structures where required for safety, security, or eye adaptation. 1513.6 Automatic Shut -Off Controls, Interior: Buildings greater than 5,000 ft and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Within these buildings, all office areas less than 300 ft enclosed by walls or ceiling - height partitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply with Section 1513.6.1. For other spaces, automatic controls may be an occupancy sensor, time switch or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously illuminated (e.g., 24 -hour convenience stores), or 2006 Washin ton State Nonresidential Ener• Code Compliance Form Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 4. Hospitals and laboratory spaces. 5. Areas in which medical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall- mounted, manual switch capable of turning off lights when the space is occupied. EXCEPTION: Occupancy sensors in stairwells are allowed to have two step lighting (high -light and low - light) provided the control fails in the high -light position. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off" feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a. is readily accessible; b. is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; c. is manually operated; d. allows the lighting to remain on for no more than 2 hours when an over -ride is initiated; and e. controls an area not exceeding 5,000 ft or 5% of the building footprint for footprints over 100,000 ft whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. 1514 Exit Signs: Exit signs shall have an input power demand of 5 Watts or less per sign. Motors - General Requirements 1511 Electric Motors: All permanently wired polyphase motors of 1 hp or more, which are not part of an HVAC system, shall comply with Section 1437. EXCEPTIONS: 1. Motors that are an integral part of specialized process equipment. 2. Where the motor is integral to a listed piece of equipment for which no complying motor has been approved. Transformers - General Requirements SECTION 1540 — TRANSFORMERS The minimum efficiency of a low voltage dry-type distribution transformer shall be the Class I Efficiency Levels for distribution transformers specified in Table 4 -2 of the "Guide for Determining Energy Efficiency for Distribution Transformers" published by the National Electrical Manufacturers Association (NEMA TP- 1- 2002). Parking Table 10 -18 -07 Southcenter Square Parking Summary Shopping Center Retail Useable SF Shopping Center Mezzanine Usable SF Total Shopping Center Usable SF 10% Complimentary Parking (on total useable) 219,872 7,966 227,838 22,784 Use Petco Nordstrom Rack Kohl's Retail Kohl's Mezzanine N & S Retail N & S Fast Food N & S Fine Dining Total Parking Required Total Parking Available N Total Useable S Total Useable Ruby Tuesday Useable SF Stalls Required 14,571 33,741 88,225 7,966 40,250 43,085 83,335 66,489 11,846 Jamba Juice Starbucks Panera Panda Express Chipotle 1,510 1,689 4,340 1,986 2,321 5,000 5,000 83,335 58 135 353 4 N/A N/A 266 816 924 '/G� 7�0� 3 January 31, 2008 Lupe Sandoval Vigen Architect 1127 East Olive Avenue Fresno, CA 93728 Dear Mr. Sandoval: rv' City of Tukwila Department of Community Development Jack Pace, Director RE: Letter of Incomplete Application # 1 — Revision #2 Development Permit Application D07 -385 Panda Express —17100 Southcenter Py Jim Haggerton, Mayor This letter is to inform you that your revision to your permit received at the City of Tukwila Permit Center on January 28, 2008 is determined to be incomplete. Before your application can continue the plan review process the following items from the following departments needs to be addressed: Building Department: Allen Johannessen, at 206 433 -7163, if you have any questions regarding the attached. 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 throuih the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, 41,01A, Brenda Holt Permit Coordinator Enclosures File: D07 -385 P:\Permit Center\Incomplete Letters\2007\D07 -385 lncomp Ltr #1 Rev #2.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Determination of Completeness Memo Date: January 29, 2008 Project Name: Panda Express Permit #: D07 -385 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. Revisions shall include a floor plan. Provide a floor plan to identify location of the platform for the water heater. 2. Provide elevations to show how the platform enclosure shall be constructed complete with height dimensions from floor to roof deck and platform size. Identify where the outer ceiling shall be tied in with the platform construction. 3. Provide details for securing the water heater on the platform. Include details for service light & servicing access. Platform size shall comply with servicing area dimensions. Identify platform guardrails. (IMC 304.10, 306.3.1, 306.5 & 1004.3) 4. In addition to item 3), identify where the combustion air and exhaust shall be located with specific details. 5. All plan details and specifications shall have a registered design professionals stamp and signature. Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. City of Tukwila Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Phone (206) 431 -3670 Re: The Proposed Panda Express Restaurant 17100 Southcenter Parkway, Suite 100 Building Permit 1` Submittal Job Address: 17100 Southcenter Parkway, Suite 100 Description: New Tenant Improvement Building Occupancy: Use Group A2 Construction: Ili B Hoemer Vigen Comm. # H702.020 Panda Express' Site # S4 -08 -1677 Att: Allen Johannessen Plans Examiner Comments 1. See Sheet A -1.0 for revised wall schedule. 2. See Detail 1/ E -3.1 added to Sheet E -3.1. End of Responses If you have questions or need further clarification regarding the items responded above, please feel free to contact me at (559) 268 -2711. Since - ly, fr upe Sandoval Project Manager Cc: Jerald Earl Panda Express Architecture & Planning 1127 East Olive Avenue Fresno, CA 93728 -3534 Voice: 559.268.2711 Fax: 559.268.1172 October 24, 2007 Lupe Sandoval Vigen Architect 1127 E Olive Av Fresno CA 93728 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -385 Panda Express —17100 Southcenter Py, Ste 100 Dear Mr. Sandoval, 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: Allen Johannessen, at 206 433 -7163, if you have question regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, e File No. D07 -385 shall ician City of Tukwila Department of Community Development Steve Lancaster, Director P:\Pennit Cente■Correction Letters '2007007 -385 Correction Ltr #I.DOC jem Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: October 23, 2007 Project Name: Panda Express Permit #: D07 -385 Plan Review: Alien Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, 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. Wall Schedule on Sheet A -1.0, the notes indicate for wall Height, Finish and Details refer to A-2. Provide sheet A-2 to show those details. 2. Please provide specifications that meet ASCE standards for the new suspended ceiling to identify type of perimeter supporting enclosure angle (typically 2"). (ASCE Standards 9.6.2.6.2.2.) Should there be questions conoeming the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. to � Public Health Seattle & King County HEALTHY PEOPLE. HEALTHY COMMUNITIES. David Fleming, MD, Director and Health Officer September 28, 2007 Gary Vigen Vigen Architect 1127 E. Olive Ave Fresno, CA 93728 Dear Mr. Vigen: RE: PLANS AND SPECIFICATIONS FOR: Panda Express Restaurant at 17100 Southcenter Pkwy, Ste. 100, Tukwila, WA (98188) SR1148496 P/E 6713 (Risk 3; 13 -50 seats) 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 (SRI 148496). Please use this SR# in all future contact with us. As required in The Food Code, upon completion of the construction and before opening for business, the food service establishment operator /owner shall: 1. Complete an application for the annual operations permit if you don't have a current permit. Include a copy of this letter when applying for the annual permit. Please call me prior to paying for your permit to verify the correct fee. Be advised that the penalty for commencing operation of a food service establishment without the required permit is 50% of the applicable permit fee. 2. Obtain a preoperational inspection approval. Contact me at 206 - 205 -1903 at least one week in advance to schedule a preoperational inspection. Be sure all other inspections (plumbing, building, etc.) are done before you call the Health Department for an inspection. Your application for a food service establishment permit from Public Health Seattle & King County may be approved during this inspection, however it is the responsibility of the food service establishment operator /owner to obtain all necessary permits and approvals from other agencies. Operating the establishment without these required permits or approvals may subject the operator /owner to legal action by the appropriate agencies. If the establishment is opened without the Health Department preoperational inspection, it may be subject to closure. Failed preoperational inspections will require a $100.00 fee for a repeat inspection. If you have any questions, please don't hesitate to contact me. Thank you for your compliance in this matter and I look forward to seeing you soon. Sincerely, Diane Agasid Bondoc, R.S. Plans Examiner Alder Square Office Enclosures CC: Panda Restaurant Group, Inc Alder Square Environmental Health Services 1404 Central Avenue South, Suite 101 • Kent, WA 98032 T 206- 296 -4708 F 206- 296 -0163 TTY 711 • www.metrokc.gov /health X07- 38s 4 City of Seattle Gregory J. Nickels, Mayor ECE(VED OCT 12 2007 PERMIT CENTEFs King County Ron Sims, Executive ACTIVITY NUMBER: D07 -385 DATE: 01 -28 -08 PROJECT NAME: PANDA EXPRESS SITE ADDRESS: 17100 SOUTHCENTER PY Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 2 After Permit Issued DEPARTMEN evo Build g Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: ❑ Permit Coordinator DUE DATE: 01 -29-08 Permit Center Use Only INCOMPLETE LETTER MAILED: � Tel -06 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials .- No further Review Required DATE: DUE DATE: 02 -26-08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Planning Division C Not Applicable n n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -385 PROJECT NAME: PANDA EXPRESS SITE ADDRESS: 17100 SOUTHCENTER PY, STE 100 Original Plan Submittal Response to Correction Letter # DATE: 12-21-07 Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPARTMENTS: Bu IV ildi Dlvi�ion Public Works ❑ Complete Comments: TUES/THURS ROUXING: Please Route REVIEWER'S INITIALS: APPROVALS 0 CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY � PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Structural Review Required Approved with Conditions ❑ Li Li DATE: DATE: 1211 Ag fi t, 2144 fng Division EX Permit Coordinator ❑ DUE DATE: 12-27-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: LETTER OF COMPLETENESS MAILED: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DUE DATE: 01 -24-08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Build (Division Public Works Complete Comments: Documents/routing slip.doc 2 -28 -02 ,,PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -385 DATE: 11 -06 -07 PROJECT NAME: PANDA EXPRESS SITE ADDRESS: 17100 SOUTHCENTER PY, STE 100 Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued Fire Prevention '1'f41 C Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: LI ❑ Planning Division ❑ Permit Coordinator No further Review Required DATE: DATE: n DUE DATE: 11-08-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 12-06-07 Not Approved (attach comments) F7 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -385 DATE: 10 -12 -07 PROJECT NAME: PANDA EXPRESS SITE ADDRESS: 17100 SOUTHCENTER PY - SUITE 100 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPART ENT : O 0.4 4 ng 'vision Work Pli `07 Structural PUObjip DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -16 -07 Complete ffl Incomplete ❑ Not Applicable ri Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROu TING: Please Route Documents/routing slip.doc 2 -28-02 PLAN FEIRW /R8UTING SLIP APPROVALS OR CORRECTIONS: Structural Review Required C(( AIM/ to t • �e Fire Prevention Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Plan Division ❑ Permit Coordinator ❑ No further Review Required C REVIEWER'S INITIALS: DATE: DUE DATE: 11 -13 -07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) 1 Notation: REVIEWER'S INITIALS: DATE: I REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 2- r 01 c�,i; W •.- i0M. 01 �� Summary of Revision: S ummary of Rev sion: d,f��r�un1lm Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 2- r 01 c�,i; W •.- i0M. 01 �� Summary of Revision: S ummary of Rev sion: d,f��r�un1lm Received by: REVISION NO. DAT CEIVED • 4 STAFF b ' F ISSUED DATE __ STAFF INITIALS 2- r 01 c�,i; W •.- i0M. 01 �� Summary of Revision: S ummary of Rev sion: d,f��r�un1lm t �� : .► :r►.' Ivo- - PtPA 5 . V., 6 ' ► uG- *W- or t,u.0 utrom c 11- t1(kr;((Z- ( - e. flik',.- Received by: 4!iis lFA/ V V Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INI IALS 1 I2124 01 d Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INI IALS 1 I2124 01 d Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INI IALS 1 I2124 01 d 01110 I 01 Summary of Revision: s utewmp Liilr PIS ' - t 1 S - PtPA 5 . V., 6 ' ► uG- *W- or t,u.0 utrom c 11- t1(kr;((Z- ( - e. flik',.- Received by: 4!iis lFA/ V V PROJECT NAME: 1'F11.0( 64 SITE ADDRESS: at Db Lj REVISION LOG PERMIT NO: ORIGINAL IS DATE: 11-112-101 ease print ease print please print) ease print ease print Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fa; etc. Date: /— 2 d Plan Check/Permit Number: — 0 d) 3 �� ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ynock-- ? wc25 Project Address: / 7/0 Sc7u e /°/ k Contact Person: \~e5 / • Phone Number: 5 U 3-4C s5/7-0/ 8 Summary of Revision: Project Name: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by ) Entered in Permits Plus on d ( (St 4 ‘applicationslfocros- applications on linelrevision submittal Created: S -13 -2004 a..a..a. City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner -4-2 Steven M. Mullet, Mayor Steve Lancaster, Director RECENEV Crry OP r! RnNp JAN 2 8 2008 ''✓rHl4trf 4.�11fTj:fi PInL % j U.e,m L2 7xttL5 woe' City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us REVISION SUBMITTAL i Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. • 1O7' S Date: l2l 8 /o1 Plan Check/Permit Number: • ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ?,'DI\ )(TR'ess ' Stik-cktAf t1 11100 7 N 11100 scwr ik c.Et w pAiz*- wm4 LUPE S 0,4 Phone Number: Project Name: Project Address: Contact Person: Summary of Revision: • at' ACCEp 1-16 44 t i Ng, r'L0 • ,fi4 pR-dPP D S Z [ C1UNt Age 0/ Dm /IhZ • Uf 0KreD 1 t-fel -t — nr4 - tnd L EET L-144411 N 17-E4u i P-ovt EN-ts • U1 O i tcb L . r s . Sheet Number(s): � � . Q A 1. 1 A-1.?, A-3.0 A-3.2 �1 -'�. / A4. 1 K-lo "Cloud" or highlight all areas of revision including date of re ision t1� 0 -2. 0 t 5-3.0 6-3.1 Received at the City of Tukwila Permit Center by Entered in Permits Plus on \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Iftor Steven M Mullet, Mayor Steve Lancaster, Director DEC 211007 PEyMi r CENTEFI scl17E 100 S U i 100 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D07 -385 ❑ Response to Incomplete Letter # ▪ Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Panda Express Project Address: 17100 Southcenter Py, Ste 100 Contact Person: L1/41 Sk∎lr)(Iv' .1.— Phone Number: (5 cl) 26,8-2111 Summary of Revision: S S" .1S E 1- irER.. T CP Et7 - +R_ P-EN (S1 c..lS. Sheet Number(s): "Cloud" or highlight all areas of revision including date of rev 1 \ Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Dl- Steven M. Mullet, Mayor Steve Lancaster, Director crry or UKWILA NOV 0 7 2007 Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 0 Shower, per head 2 2 0 Dishwasher 2 2 0 Drinking fountain (each head) 1 .5 6 Hose bibb (interior) 2.5 2.5 0 Clotheswasher or laundry tub 4 2 0 Sink, bar or lavatory 2 1 0 Sink, Clinic flushing 8 8 0 Sink, kitchen 3 2 S 10 Sink, other (service) 3 1.5 o Sink, wash fountain, circle spray 4 3 0 Urinal, flush valve, 1 GPF 5 2 I a. Urinal, flush valve, >1 GPF 6 2 0 Water closet, tank or valve, 1.6 GPF 6 3 A A Water closet, tank or valve, >1.6 GPF 8 4 0 "001- 3E36 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.) 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. Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for (Please print or type) Owner's Name Propert;c S (Last, First, Middle Initial) Subdivision Name Lot # Subdiv. # Block # Building Name (if applicable) Spoil% cwt v Sf1aa't & N •14 , AP 11) 00 So«,11. (rt 1v- Parkwly Stret, 100 Property Street Address 058 (Rev. 1/03) 20 W City, State, ZIP I'frtic ur; l •• I W/t g61 g1 Owner's Phone Number ( tar ) 959 "P77L1 Owner's Mailing Address (if different from above) clgll 13 rf. flint, se ft,JILvut 1 WA 11 bet, A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Units g 1 Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 0.9 RCE White — King County Yellow — Local Sewer Agency Department of fang County Natural Resources and Parks Property Tax ID# 26a clofo, -UV, -g117 Party to be Billed (if different from owner) Party's Mailing Address: City or Sewer District Ca..y d ra+k I✓; la. Date of Connection Side Sewer Permit # W 04 (50 a'►frr ut or Property Contact Phone # (Sb1 ) � W' RIFT"' 4 72 tSy 153- a63r Demolition of pre- existing building? NI Yes 0 No Type of building demolished a- Wfts.a. lt.evsc inti i P) c Sewer disconnect date Apo2nX. 'ha / vd 6006 B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Proces Date Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gaVday) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B RCE certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner/ Representative /(•— (••� Print Name of Owner/ Representative eo1i Cm rot / q /a 1 0 7 Pink — Sewer Customer RCE RECEIVE OCT 12 20111 PERMIT CENTEt. License Information License BOOCOCI951RI Licensee Name BOOCO CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602563313 Ind. Ins. Account Id 4767801 Business Type CORPORATION Address 1 PO BOX 30149 Address 2 City PORTLAND County OUT OF STATE State OR Zip 97294 Phone 5032626570 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 12/21/2005 Expiration Date 12/21/2009 Suspend Date Separation Date Parent Company Previous License BOOCOCC979K8 Next License Associated License Business Owner Information Name Role Effective Date Expiration Date CT CORPORATION AGENT 12/21/2005 Bond Amount BOOSTER, KENNETH B PRESIDENT 12/21/2005 POTTER, ELLA SECRETARY 12/21/2005 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date TRAVELERS CAS & Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= BOOCOCI951R1 12/12/2007 GENERAL FINISH NOTES DRAWING INDEX ,, � %/� , % 1 �f1// % r %/ % �%� / � �/ ... _ 1. ALL SURFACES TO RECEIVE PAINT FINISH SHALL BE PREPARED TO SHOW NO DEFECTS. A. APPLY ONE (1) COAT PRIMER - SEALER. B. APPLY TWD 2 COATS FINISH. NO STIPPLE FINISH ON ALL PAINTED SURFACES. SEE SCHEDULE ON PLANS FOR COLOR AND TYPE. 2. A LL INTERIOR GYPSUM BOARD TO RECEIVE PAINT FINISH SHALL BE TAPED, SEALED, AND SANDED TO RECEIVE FINISH. GYPSUM BOARD UNDER FRP OR STAINLESS STEEL SHALL ONLY BE FIRE TAPED AND SANDED. ALL INTERIOR GYPSUM BOARD TO BE TRUE AND LEVEL. 3. GYPSUM BOARD SHALL EXPEND AT MINIMUM OF 6" ABOVE LAY -IN CEILING SYSTEMS OR UP TO GYPSUM BOARD CEILING. GYPSUM BOARD ON DEMISING WALLS SHALL EXTEND TO THE STRUCTURE ABOVE UNLESS OTHERWISE NOTED. 4. ALL GRILLES SHALL BE PAINTED TO MATCH THE CEILING OR ADJACENT WALL FINISH. 5. ALL FLOORS SHALL BE SMOOTH AND LEVEL WITHOUT DEPRESSED OR RAISED AREAS, EXCEPT PROVISION SHALL BE MADE TO HAVE SMOOTH, EVEN SLOPE TO FLOOR DRAINS. THE SURFACE SHALL BE ACCEPTABLE TO RECEIVE FINISH. 6. VERIFY AND COORDINATE THE LOCATION OF ALL WALL OR CEILING ACCESS PANELS WITH THE ARCHITECT. 7. PROVIDE METAL CORNER BEAD, TRIM AND CASING FOR ALL EDGES AND CORNERS OF GYPSUM BOARD SURFACES ON PAINTED WALLS. CLEAN GYPSUM BOARD CORNERS WITHOUT METAL CORNER BEADS SHALL BE UNDER FRP, TILE, OR STAINLESS STEEL 8. PROVIDE STIFFENERS, BRACING, BACK-UP PLATES, ETC. AS REQUIRED AT STUD WALLS FOR SUPPORT OF FIXTURES AND OTHER EQUIPMENT. 9. ALL EXISTING SURFACES SHALL BE INSPECTED AND ALL NECESSARY PREPARATORY WORK SHALL BE DONE IN ORDER TO RECEIVE NEW FINISHES. 10. BEFORE PAINTING OR FINISHING WORK IS TO BEGIN, ARRANGEMENTS SHALL BE MADE FOR PROPER VENTILATION AND LIGHTING IN ALL AREAS. 11. ALL FLOOR MATERIAL CHANGES SHALL OCCUR AT DOOR CENTERLINE UNLESS OTHERWISE NOTED. 12. FLOOR MATERIALS SPECIFIED ON THE FINISH SCHEDULE SHALL EXTEND UNDER ALL EQUIP. AND COUNTER AREAS. 13. FLOOR CONTRACTOR SHALL SUBMIT TO OWNER THREE COPIES OF MANUFACTURER'S MAINTENANCE MANUALS FOR THE FLOOR MATERIAL INSTALLED. 14. ALL TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED IN THE HANDBOOK FOR CERAMIC TILE INSTALLATION OF THE TILE COUNCIL OF AMERICA (CURRENT ADDITION ). 15. ALL INTERIOR FINISHES SHALL COMPLY WITH APPLICABLE LOCAL CODES AND REGULATIONS. 16. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ADEQUATE SURFACE CONDITIONS THAT EXIST FOR THEIR WORK. IF ADEQUATE SURFACE CONDITIONS DO NOT EXIST THE SUBCONTRACTOR SHALL NOT PERFORM THEIR WORK UNTIL THE CONDITION R EVISIONS ONS SHEET DESCRIPTION � / / ; ') 1 / / / / �� // ® T -1.0 COVER SHEET T -1.1 ADA NOTE T -1.2 ADA NOTE T -1.3 ADA DETAILS -1.4 CONSTRUCTION RULES &REGULATIONS H -D HEALTH DEPARTMENT APPROVAL * A -0.1 SITE PLAN A -0.2 SHELL BUILDING FLOOR PLAN A -1.0 FLOOR PLAN AND FINISH SCHEDULE A -1.1 REFLECTED CEILING PLAN AND LIGHTING SCHEDULE A -1.2 FINISH FLOOR PLAN A -1.3 ROOF PLAN A -2.1 EXTERIOR ELEVATIONS A -3.0 INTERIOR DETAILS A -3.2 DETAILS A-4.Q INTERIOR ELEVATIONS A -4.1 INTERIOR ELEVATIONS A -4.2 KITCHEN AND RESTROOM ELEVATIONS K -1.0 FURNITURE AND EQUIPMENT PLAN F -1.0 CASEWORK/ COUNTER DETAILS HOOD TYP. DETAILS M -1.0 AIR CONDITIONING FLOOR PLAN M -1.1 AIR CONDITIONING ROOF PLAN M - 2.0 MECHANICAL PLAN NOTES, SPECS & SCHEDULES M -3.0 MECHANICAL DETAILS /KITCHEN HOOD DETAILS M - 3.1 HOOD DETAIL PLAN M -3.2 HOOD DETAIL PLAN M -4.0 MECHANICAL EQUIPMENT FORMS E -1.0 ELECTRICAL SYMBOLS, LEGEND & GENERAL NOTES E -2.0 ELECTRICAL POWER PLAN E-2.1 ELECTRICAL ROOF PLAN E -3.0 ELECTRICAL LIGHTING PLAN E -3.1 INTERIOR LIGHTING FORMS E-4.0 ELECTRICAL DETAILS E -5.0 ELECTRICAL PANEL BOARD SCHEDULE E -B.0 ELECTRICAL SPECIFICATIONS P -1.0 WATER & GAS PIPING, PLUMBING FLOOR PLAN P -1.1 WASTE AND VENT, PLUMBING FLOOR PLAN P -2.0 PLUMBING NOTES AND SPECIFICATIONS P -3.0 WATER/GAS/WASTE & VENT ISOMETRICS P0 PLUMBING DETAILS / / / / I/ � ��/ / % / j j / / iAr'A / � � % /�� / % /.. / / 1� %// J % %/ % % % % % � / � % f j j j T � � P / / // // / / % ` r• t �I�NS p8�It No. a � • • • L I_ I I [/` No changes shah be made $o I`he scope o• ,_ •' ./ ( • r' • Approval Pd� approval of the Yl • _ adOpb�d C4d9Or ✓ . = Tukwila B uilding Division, 4 ,, ed of approved : h adotralwlad� �� Revisions will require a new plan submittal and may include additional plan review fees % `/ 0 - ` fi r . D" �. Z � City of Tukwila BUILDIN D IVISION _�--1, - _ °�" ' ' °;h� r ,. AR :�, SEPARATE % 1 SEPARATE PERMIT REQUIRED FOR: EirMechanicai ectriCal Plumbing • ffeGas Piping City of Tukwila BUILDING DIViSIO'�1 / 0 1 S G �O ` � 110 SOUHCENT n Lf �` \fI KRA � H ► N _ D PA MARKETP V D ��" ~� o \A/ CE" � ,,, ; -. .> - � ' '� � �‘ r. ' AND F ' ' "yam ; ;7:.0.::A I:�Q UiRE� O %� IS CORRECTED._'} 17. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS. 18. ALL TILE DIMENSIONS ARE DESIGNED TO LAY OUT IN AN EQUAL MANNER. IF TILE MUST BE CUT, THE GROUT LINES SHALL ALIGN WITH ADJACENT TILES OR BE CENTERED AND CUT IN OVIOUS LOCATIONS. THE GENERAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF GYPSUM BOARD WITH TILE DIMENSIONS TO PERMIT EVEN INSTALLATION. X SP -1 - SP -8 SPECIFICATIONS (8 SHEETS) NCE ONLY SHELL DRAWINGS FOR REFERENCE NOTES PROJECT INFORMATION ABBREVIATIONS 1 SYMBOLS .. 1. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO FULLY EXAMINE THE TENANT SPACE. ALL EXISTING STRUCTURES AND ALL OTHER EXISTING STRUCTURE ON HE PROJECT SITE BEFORE COMMENCING THE WORK. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL, HORIZONTAL AND OTHERWISE), AS WELL AS TO VERIFY THE CONDITIONS AND NATURE OF THE TENANT CONSTRUCTION, MATERIALS, AND AVAILABLE UTILITIES AND STRUCTURAL ELEMENTS AND TO NOTIFY THE OWNER'S REPRESENTATIVE, IN WRITING OF ANY AND ALL DISCREPANCIES BETWEEN THE SAID EXISTING CONDITIONS AND THESE DRAWINGS. FURTHER, IT SHALL BE THE JOINT RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS AND SUPPLIERS OF MATERIALS TO SECURE ALL NECESSARY ADAPTATIONS TO SAME AS REQUIRED FOR THEIR RESPECTIVE WORK PRIOR TO ORDERING, FABRICATION OR INSTALLATION OF ANY MATERIALS, EQUIPMENT OR COMPONENTS WHICH ARE TO BE INTEGRATED INTO THE WORK OF THIS PROJECT. NO CLAIMS FOR ADDITIONAL COMPENSATION SHALL BE MADE OR SHALL BE VALID UNLESS WRITTEN NOTIFICATION IS RECEIVED BY THE OWNER'S REPRESENTATIVE AND THE ADDITIONAL COMPENSATION IS APPROVED IN ADVANCE OF PROCEEDING WITH THE WORK. 2. COMMENCEMENT OF WORK IN ANY AREA BY THE CONTRACTOR SHALL BE CONSTRUED AS THAT THE CONTRACTOR HAS CHECKED THE EXISTING CONDITIONS AND FOUND THEM TO BE SATISFACTORY TO ACCEPT THIS PORTION OF THE WORK. 3. AL WORK SHALL BE PERFORMED AS TO COMPLY WITH ALL GOVERNING STATUTES, ORDINANCES, REGULATIONS, CODES AND INSURANCE RATING BOARDS. NO WORK SHALL COMMENCE UNTIL ALL GOVERNMENTAL AND JURISDICTIONAL PERMITS AND APPROVALS ARE OBTAINED. 4. ALL WORK SHALL BE PERFORMED IN A FIRST CLASS MANNER AND SHALL BE IN GOOD AND USABLE CONDITION AT THE DATE OF COMPLETION THEREOF. 5. ALL WORK SHALL BE COORDINATED WITH THAT OF THE LANDLORD AND OTHER TENANTS IN THE CENTER SO THAT THE CONTRACTOR'S WORK SHALL NOT INTERFERE -WITH OR DELAY THE CONSTRUCTION OF OTHER CONSTRUCTION IN THE SHOPPING CENTER. 6. CONTRACTORS ARE REQUIRED TO GIVE THE LANDLORD TWENTY FOUR (24) HOURS ADVANCED WRITTEN NOTICE OF SAID WORK. FURTHERMORE, CONTRACTORS, SUBCONTRACTORS, AND MATERIAL MEN AGREE TO COMPLY WITH ANY LANDLORD PROCEDURE HEREAFTER ADOPTED WHICH REQUIRE AND IS NOT LIMITED TO THOSE PERFORMING TENANTS WORK AFTER REGULAR SHOPPING CENTER HOURS TO "SIGN IN AND "SIGN OUT" WITH THE SHOPPING CENTER. 7. ALL WORK SHALL BE PERFORMED IN A MANNER WHICH DOES NOT GENERATE NOISE, VIBRATION, ODOR OR DUST WHICH, IN LANDLORD'S SOLE DISCRETION, IMPAIRS WITH THE OPERATIONS OF THE SHOPPING CENTER OR THE CONDUCTING OF BUSINESS BY THE TENANTS THEREIN. 8. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR INSTALL OR PERMIT TO BE INSTALLED, ANY MATERIALS CONTAINING ASBESTOS WITHIN THE SHOPPING CENTER OR THE TENANTS LEASE PREMISES. 9 . ALL WORK SHALL BE CONFINED TO THE PREMISES AND CONTRACTORS, SUBCONTRACTORS OR MATERIAL MEN ARE NOT PERMITTED TO PERFORM ANY OF SAID TENANT'S WORK (OR STORE ANY MATERIALS OR MACHINERY) OUTSIDE OF THE PREMISES, SUBJECT TO LANDLORD'S APPROVAL OTHERWISE. 10. NO CONSTRUCTION MATERIAL OR DEBRIS SHALL BE PLACED IN ANY OF THE LANDLORD'S TRASH RECEPTACLES OR COMPACTORS AT ANY TIME. THE CONTRACTOR SHALL ARRANGE (IF REQUIRED) FOR A TRASH DUMPSTER, SIZE AND LOCATION OF WHICH IS SUBJECT TO LANDLORD'S APPROVAL, FOR THE REMOVAL OF REFUSE. THE ABBREVIATION OF "N.LC." INDICATES WORK AND OR MATERIAL IS NOT IN THE CONTRACT OF THE GENERAL CONTRACTOR, HOWEVER THIS DOES NOT RELIEVE THE G.C. OF THE RESPONSIBILITY OF COORDINATION. 12. REPAIR ALL DAMAGE OR VOIDS CAUSED DURING CONSTRUCTION TO ANY AREA OF THE PROPERTY TO THE ORIGINAL CONDITION. PROTECT ADJACENT AREAS FROM DIRT AND DUST. 13. ALL CONCEALED WOOD BLOCKING IN WALLS AND CEILING SHALL BE FLAME RETARDANT TREATED. 14. ALL FIRE EXITS ARE TO REMAIN CLEAR AND OPEN DURING ALL PHASES OF CONSTRUCTION IF APPLICABLE. 15. THE LOCATIONS OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDMDUALLY VERIFIED BY THE OWNER OR HIS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 16. THE TERM "OWNER" OR "TENANT" SHALL REFER TO PANDA EXPRESS AND ITS AGENTS OR REPRESENTATIVES. THE TERM „ "GENERAL CONTRACTOR" AND G.C." SHALL REFER TO THE PERSON AND/OR PERSONS WHO HAVE CONTRACTED OR / SUBCONTRACTED FOR THE WORK. 17. ALL WALL & CEILING CONSTRUCTION SHALL BE SUPPORTED BY STRUCTURE & NOT BY METAL DECK IF APPLICABLE. 18. CONTRACTOR SHALL SUBMIT (4) COPIES OF SPRINKLER SHOP DRAWINGS FOR APPROVAL TO LANDLORD'S FIRE ENGINEER PRIOR TO CONSTRUCTION IF APPLICABLE. 19. GENERAL CONTRACTOR SHALL CHECK -IN WITH LANDLORD'S ON SITE TENANT COORDINATOR PRIOR TO COMMENCING CONSTRUCTION IF APPLICABLE. 20. IN ADDITION TO THE GENERAL NOTES LISTED HEREIN, A.I.A. DOCUMENT A201 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION SHALL APPLY. 21. TENANT'S GENERAL CONTRACTOR SHALL ARRANGE AN ON-SITE MEETING WITH THE DEVELOPER'S AGENT PRIOR TO STARTING ANY PORTION OF THE WORK, SUBSEQUENT TO LANDLORD'S CONSTRUCTION RELEASE. BUILDING INFORMATION: OCCUPANT LOAD PER UBC TABLE 10 -A: AFF ABOVE FINISHED FLOOR ALUM. ALUMINUM BV BALL VALVE (FULL PORT) C C ONDUIT CO CONDUIT ONLY CW COLD WATER (E) EXISTING EC ELECTRICAL CONTRACTOR EWH ELECTRICAL WATER HEATER EXT. EXTERIOR FOF FACE OF FINISH FOS FACE OF STUD FS FLOOR SINK GC GE NERAL CONTRACTOR _ HW HOT WATER ID INDIRECT DRAIN INT. INTERIOR KEC KITCHEN EQUIP. CONTRACTOR LL LANDLORD MC MECHANICAL CONTRACTOR (N) NEW NIC NOT IN CONTRACT NTS NOT TO SCALE OA OUTSIDE AIR OC ' ON CENTER PC PLUMBING CONTRACTOR RAR RETURN AIR REGISTER RI ROUGH -IN STRUCT. STRUCTURE, STRUCTURAL WCO WASTE CLEAN OUT K DOOR TYPE • WINDOW TYPE APPLICABLE CODES: ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF DINING ROOM AREA: 35 OCCUPANTS (12 EXTERIOR) THE SPECIFICATIONS AND DRAWINGS, AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES AND KITCHEN AREA; 4 EMPLOYEES /SHIFT (2 SHIFTS PER DAY) REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR OFFICE AREA: 1 OCCUPANT INVOLVED. APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: STORAGE AREA: 1 OCCUPANT OTHER: 15 OCCUPANTS ADDRESS FLOOR FINISH TOTAL OCCUPANT LOAD: 56 OCCUPANTS STREET ADDRESS 17100 SOUTH CENTER PARKWAY SUITE 100 NUMBER OF EXTERIOR SEATS 12 SEATS CITY: TUKWILA - "' COUNTY KING COUNTY ` _.,,.. „ � = STATE: WASHINGTON t .� �, PANDA EXPRESS SITE s4- o8 -D1677 ." STRUCTURE CONCRETE WALL PANELS w/ 4 TO 8" MASONRY VENEER WALL TYPE ..d INTERIOR •II , Q ELEVATIONS 9 REFERENCE A METAL ROOF DECK o/ OPEN WEB JOISTS. UTILf11ES BUILDING DATA q -2 SECTION L GAS UTILITIES ; GAS COOKING , GAS HVAC OCCUPANCY BUILDING USE GROUP A2 ELECTRIC UTILITIES CONSTRUCTION TYPE BLDG: 111 B NUMBER OF STORIES 1 5PLJT UTILf11ES = TOTAL BUILDING AREA: 1,986 S.F. GAS HVAC /ELECTRIC COOKING BUILDING CODES: DETAIL BUILDING CODE EDITION 2006 IBC M ECHANICAL CODE EDI110N 2006 IMC ELECTRICAL CODE EDTION: LEGAL DESCRIPTION CEILING FINISH WALL FINISH 0 KITCHEN EQUIPMENT CD ROOM NUMBER STRUCTURAL GRID --- POINT OF ORIGIN 2002 NEC PLUMBING CODE EDITION: 2006 UPC NEW PANDA EXPRESS RESTAURANT TENANT IMPROVEMENT LOCATED AT THE NORTHWEST END CAP OF BUILDING N SUITE 100 WITHIN THE SOUTH CENTER LOCAL CODES -F ORDINANCES TUKWILA SQUARE SHOPPING CENTER LIFE SAFETY SYSTEM HEALTH DEPARTMENT NOTES EMERGENCY LIGHTING YES 1. NO CHANGES WILL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL 2. PUBLIC HEALTH - SEATTLE & KING COUNTY INSPECTION REQUIRED ON EXIT SIGNS YES COMPLETION OF WORK PRIOR TO OPENING. FIRE ALARM AND SMOKE DETECTION SYSTEMS Y ES PANIC HARDWARE NOTE: SIGNAGE DRAWINGS UNDER YES SEPARATE PERMIT PROJECT DIRECTORY VICINITY MAP N.T.S. OWNER WIG PROPERTIES LC-SS JURISDICTIONAL AUTHORITIE 4811 134TH PL SE BELLEVUE, WA 98006 BUILDING & TELEPHONE SEWER TENANT DEVELOPER SAFETY DIVISION SERVICE TUKWILA SEWER UTILITY COMUNIIY DEVELOPMENT DEPARTMENT QWEST 600 MINKLER BLVD., PANDA RESTAURANT GROUP, INC. PERMIT CENTER 23315 66TH AVE SOUTH TUKWILA, WA 98188 CONTACT PERSON: JERALD EARL 6300 SOUTHCENTER BLVD., SUITE 100 KENT, WA 980324 1683 WALNUT GROVE AVE. (206) 433 -1864 (206)345-2968 WILA , WA 98188 ROSEMEAD, CA 91770 ) 431 -3670 ( 2D 6 DIRECT (360)885 -1135 SHOPPING CENTER TEL. (626)714 -8971 COORDINATOR/ FIRE DEPARTMENT GAS /ELECTRIC FAX. (626)372 -8310 HEADQUATERS - STATION 51 PUGET SOUND ENERGY REPRESENTATIVE ARCHITECT 444 ANDOVER PARK EAST CUSTOMER CONSTRUCTION FHK ANDERSON, LLC TUKWILA, WA 98188 3130 S 38TH St VIGEN ASSOCIATES TUKWILA DOUGLAS BLVD. STS. 38 1127 E. OLIVE AVENUE 206 575 -4404 ROSEVILLF, CA 95661 ( ) TACOMA, WA 98409 FRESNO, CA 93728 (888) 321 -7779 FRED KATZ GARY TIMAN VIGEN, ARCHITECT (425) 806 -7811 (916) 780 -6670 559 -268 -271 1 FAX. 559 -268 -1172 ENVIRONMENTAL WATER ENGINEERING MECHANICAL, PLUMBING HEALTH DIVISION TUKWILA WATER UTILITY PUBLIC WORKS 600 MINKLER BLVD. ADMINISTRATION/ENGINEERING ELECTRICAL SEATTLE KING COUNTY TUKWILA, WA 98188 6300 DOUTHCENTER BLVD. DEPARTMENT ARTMENT OF PUBLIC HEALTH ALTH , WA (206) 433 -1863 (206) 433 D 989 88 ROLFES ENGINEERING, INC. 1404 C AVE. 5 SUITE 100 1036 W. ROBINHOOD DRIVE, SUITE 201 STOCKTON, CA 95207 KENT, WA 98032 FRED ROLFES (206) 205 -1903 TEL. 209-473-2859 FAX. 209-473-1312 ., I ; , 1iSCd3 f 4�m , I ° � I 8th f d -... `� .10 rd f A ' ,��c _ P frF`�� y'° )f;' .. ".. _ �: vN:H , � k T w € H r r €ann; , „ PROJECT 1 iFF F 1 l;t»;�• ,,S nl er 8 r SITE TreckDr AI :" ry c I 0 t ._ 1�'2nd t?I `I� ,, .�__ "; I A E a as LTR y RECEIVE RECEIVED dT" OF TUKV r~i CEN Er -� ' T ION �' ' . " " <I DEFERRED ITEMS: KITCHEN HOOD EXTINGUISHING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH NFPA STANDARDS, UL 300. PLANS & SPECIFICATIONS SHALL BE SUBMITTED UNDER SEPARATE PERMIT AS DEFERRED SUBMITTAL TO THE FIRE DEPARTMENT FOR REVIEW AND APPROVAL. �R PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1135 Telephone: 626.714.8971 Facsimile: 625.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS. DESIGNS, SKETCHES, IDEAS, ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /DR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECTS WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL. BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. INC. & VIGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER. AND NOT FOR OTHER RELATED. IMPUED. OR FUTURE WORK(5) OR PROJECT(5). • REVISIONS: • ISSUE DATE: v ® ARCHITECT • \7 A RCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com O PROJECT: ■ PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4-08-D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO HE USED ONLY FOR THE PROJECT LOCATED ABOVE. ■ SEAL: e ■ DESCRIPTION BY PLAN CHECK VIGEN IKAN VIGEN WASHINGTON PLAN CHECK RESUBMITTAL 11/05/07 MH GENERAL FINISH NOTES DRAWING INDEX 1 ' , r f � , � � 1. ALL SURFACES TO RECEIVE PAINT FINISH SHALL BE PREPARED TO SHOW NO DEFECTS. A. APPLY ONE (1) COAT PRIMER - SEALER. 8. APPLY TWO (2) COATS FINISH. NO STIPPLE FINISH ON ALL PAINTED SURFACES. SEE SCHEDULE ON PLANS FOR COLOR AND TYPE. 2 . ALL INTERIOR GYPSUM BOARD TO RECEIVE PAINT FINISH SHALL BE TAPED, SEALED, AND SANDED TO RECEIVE FINISH. GYPSUM UNDER FRP OR STAIN TRUE AND LEVEL LESS STEEL SHALL ONLY BE FIRE TAPED AND SANDED. ALL INTERIOR GYPSUM BOARD TO BE 3. GYPSUM BOARD SHALL EXTEND AT MINIMUM OF 6 ABOVE LAY -IN CEILING SYSTEMS OR UP TO GYPSUM BOARD CEILING. GYPSUM BOARD ON DEMISING WALLS SHALL EXTEND TO THE STRUCTURE ABOVE UNLESS OTHERWISE NOTED. 4. ALL GRILLES SHALL BE PAINTED TO MATCH THE CEILING OR ADJACENT WALL FINISH. 5. ALL FLOORS SHALL BE SMOOTH AND LEVEL WITHOUT DEPRESSED OR RAISED AREAS, EXCEPT PROVISION SHALL BE MADE TO HAVE SMOOTH, EVEN SLOPE TO FLOOR DRAINS. THE SURFACE SHALL BE ACCEPTABLE TO RECEIVE FINISH. 6. VERIFY AND COORDINATE THE LOCATION OF ALL WALL OR CEIIJNG ACCESS PANELS WITH THE ARCHITECT. 7. PROVIDE METAL CORNER BEAD, TRIM AND CASING FOR ALL EDGES AND CORNERS OF GYPSUM BOARD SURFACES ON PAINTED WALLS. CLEAN GYPSUM BOARD CORNERS WITHOUT METAL CORNER BEADS SHALL BE UNDER FRP, TILE, OR STAINLESS STEEL. B. PROVIDE STIFFENERS, BRACING, BACK -UP PLATES, ETC. AS REQUIRED AT STUD WALLS FOR SUPPORT OF FIXTURES AND OTHER EQUIPMENT. 9. ALL EXISTING SURFACES SHALL BE INSPECTED AND ALL NECESSARY PREPARATORY WORK SHALL BE DONE IN ORDER TO RECEIVE NEW FINISHES. 10. BEFORE PAINTING OR FINISHING WORK IS TO BEGIN, ARRANGEMENTS SHALL BE MADE FOR PROPER VENTILATION AND UGHTING IN ALL AREAS. 11. ALL FLOOR MATERIAL CHANGES SHALL OCCUR AT DOOR CENTERLINE UNLESS OTHERWISE NOTED. 12. FLOOR MATERIALS SPECIFIED ON THE FINISH SCHEDULE SHALL EXTEND UNDER ALL EQUIP. AND COUNTER AREAS. 13. FLOOR CONTRACTOR SHALL SUBMIT TO OWNER THREE COPIES OF MANUFACTURER'S MAINTENANCE MANUALS FOR THE FLOOR MATERIAL INSTALLED 14. ALL TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED IN THE HANDBOOK FOR CERAMIC TILE INSTALLATION OF THE TILE COUNCIL OF AMERICA (CURRENT ADDITION). 15. ALL INTERIOR FINISHES SHALL COMPLY WITH APPLICABLE LOCAL CODES AND REGULATIONS. 16. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ADEQUATE SURFACE CONDITIONS THAT EXIST FOR THEIR WORK. IF ADEQUATE SURFACE CONDITIONS DO NOT EXIST THE SUBCONTRACTOR SHALL NOT PERFORM THEIR WORK UNTIL THE CONDITION REVISIONS SHEET DESCRIPTION APPn�,mn A j j % j i % j ! % j � ` ��j � / �1 % � / // // �� «i ► 6U�JEGT TO ORDINANCE T -1.0 COVER SHEET T-1.1 ADA NOTE Sip 2 8 2007 T -1.2 ADA NOTE SEAT S.. I - CO T -1 ADA DETAILS �y ► � o BOARD / / / � /�1i / % ��//� � � � �/ / / / / / %/ % % % , � / / / / % % %�� % / / % / / /// / % % / % % /// f / / //� , ,1 j j j . ff � / fl j � // �� .. - FINISH SCHEDULE X713 A 1.0 FLOOR PLAN AND FIN SH SC `$ U s 1 �,��,� q b A -1.1 REFLECTED CEILING PLAN AND LIGHTING SCHEDULE * A -1 -2 FINISH FLOOR PLAN A -1.3 ROOF PLAN , A -2.1 EXTER ELEVATIONS 4 A -3.0 INTERIOR DETAILS A -�" ! CT A -3.2 DETAILS 4 x ME MUG H' A-4.0 INTERIOR ELEVATIONS DEPARTMENT T IS REQUIRE( A -4.1 INTERIOR ELEVATIONS A -4.2 KITCHEN AND RESTROOM ELEVA IO �OPEPATICN. APPIICA K -1.0 FURNITURE AND EQUIPMENT PLA IS i J d' =EO TOP // I F -1.0 CASEWORK! COUNTER DETAILS {,a, s'E + �== 5 -6 HOOD TYP DETAILS -, : . ' °" "�"' M-1.0 AIR CONDITIONING FLOOR PLAN M -1 -1 AIR CONDITIONING ROOF PLAN M -2.0 MECHANICAL PLAN NOTES, SPECS & SCHEDULES M -3.0 MECHANICAL DETAILS /KITCHEN HOOD DETAILS M -3.1 HOOD DETAIL PLAN M -32 HOOD DETAIL PLAN E -1.0 ELECTRICAL SYMBOLS, LEGEND & GENERAL NOTES ; E -2.0 ELECTRICAL POWER PLAN - E -2.1 ELECTRICAL ROOF PLAN E -3.0 ELECTRICAL LIGHTING PLAN E -4.0 ELECTRICAL DETAILS E -5.0 ELECTRICAL PANEL BOARD SCHEDULE E -6.0 ELECTRICAL SPECIFICATIONS �. �. �._._ � __, „_,� P -1.0 WATER & PIPING, PLUMBING FLOOR PLAN`_ tl R S r ' F - c P -1.1 WASTE AND VENT, PLUMBING FLOOR PLAN'' -` ` T� ` `: P -2.0 PLUMBING NOTES AND SPECIFICATIONS , - ; : P -3.0 WATER/GAS/WASTE & VENT ISOMETRIC �O; - - P -4.0 PLUMBING DETAILS ... (1: ,;F - SP -1 SP -8 SPECIFICATIONS (8 SHEETS) , e � � r r, � � w * SHELL DRAWINGS FOR REFERENCE ONLY % �� % I / I / / / / / / f j // � � � %, / / / / /// j / //j % f� % � � . ■ .■■.■ # O x O G /Q 0 0 Ne fj • D Q �� r .:- ., -.. ` te CH NP s- �� F 4 Y . J '' " ■■■■■■■ ■■.■■■■ G 7100 °° SOUTHC 5 EN vv CEN n n ER PP p n p 0 v MARIE ?? J R A - _ ... . - 5 r." - '` : ; >' - =- '' K\/ /A ( ACE °° �� IS CORRECTED. 17. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS. 18. ALL TILE DIMENSIONS ARE DESIGNED TO LAY OUT IN AN EQUAL MANNER. IF TILE MUST BE CUT, THE GROUT LINES SHALL WITH ADJACENT TILES OR BE CENTERED AND CUT IN OBVIOUS LOCATIONS. THE GENERAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF GYPSUM BOARD WITH TILE DIMENSIONS TO PERMIT EVEN INSTALLATION. GENERAL NOTES PROJECT INFORMATION ABBREVIATIONS SYMBOLS . IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO FULLY EXAMINE THE TENANT SPACE. ALL EXISTING SUCTURES AND ALL OTHER EXISTING SUCTURE ON THE PROJECT SITE BEFORE COMMENCING THE WORK. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL, HORIZONTAL AND OTHERWISE), AS WELL AS TO VERIFY THE CONDITIONS AND NATURE OF THE TENANT CONSTRUCTION, MATERIALS, AND AVAILABLE UTILITIES AND STRUCTURAL ELEMENTS AND TO NOTIFY THE OWNER'S REPRESENTATIVE, IN WRITING OF ANY AND ALL DISCREPANCIES BETWEEN THE SAID EXISTING CONDITIONS AND THESE DRAWINGS. FURTHER, IT SHALL BE THE JOINT RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS AND SUPPLIERS OF MATERIALS TO SECURE ALL NECESSARY ADAPTATIONS TO SAME AS REQUIRED FOR THEIR RESPECTIVE WORK PRIOR TO ORDERING, FABRICATION OR INSTALLATION OF ANY MATERIALS, EQUIPMENT OR COMPONENTS WHICH ARE TO BE INTEGRATED INTO THE WORK OF THIS PROJECT. NO CLAIMS FOR ADDITIONAL COMPENSATION SHALL BE MADE OR SHALL BE VAUD UNLESS WRITTEN NOTIFICATION IS RECEIVED BY THE OWNER'S REPRESENTATIVE AND THE ADDITIONAL COMPENSATION IS APPROVED IN ADVANCE OF PROCEEDING WITH THE WORK. 2. COMMENCEMENT OF WORK IN ANY AREA BY THE CONTRACTOR SHALL BE CONSTRUED AS THAT THE CONTRACTOR HAS CHECKED THE EXISTING CONDITIONS AND FOUND THEM TO BE SATISFACTORY TO ACCEPT THIS PORTION OF THE WORK. 3. ALL WORK SHALL BE PERFORMED AS TO COMPLY WITH ALL GOVERNING STATUTES, ORDINANCES, REGULATIONS, CODES AND INSURANCE RATING BOARDS. NO WORK SHALL COMMENCE UNTIL ALL GOVERNMENTAL AND JURISDICTIONAL PERMITS AND APPROVALS ARE OBTAINED. 4. ALL WORK SHALL BE PERFORMED IN A FIRST CLASS MANNER AND SHALL BE IN GOOD AND USABLE CONDITION AT THE DATE OF COMPLETION THEREOF. 5. ALL WORK SHALL BE COORDINATED WITH THAT OF THE LANDLORD AND OTHER TENANTS IN THE CENTER SO THAT THE CONTRACTOR'S WORK SHALL NOT INTERFERE WITH OR DELAY THE CONSTRUCTION OF OTHER CONSTRUCTION IN THE SHOPPING CENTER. 6. CONTRACTORS ARE REQUIRED TO GIVE THE LANDLORD TWENTY FOUR (24) HOURS ADVANCED WRITTEN NOTICE OF SAID WORK. FURTHERMORE, CONTRACTORS, SUBCONTRACTORS, AND MATERIAL MEN AGREE TO COMPLY WITH ANY LANDLORD PROCEDURE HEREAFTER ADOPTED WHICH REQUIRE AND IS NOT LIMITED TO THOSE PERFORMING TENANTS WORK AI- ILR REGULAR SHOPPING CENTER HOURS TO "SIGN IN AND "SIGN OUT" WITH THE SHOPPING CENTER. 7- ALL WORK SHALL BE PERFORMED IN A MANNER WHICH DOES NOT GENERATE NOISE, VIBRATION, ODOR OR DUST WHICH, IN LANDLORD'S SOLE DISCRETION, IMPAIRS WITH THE OPERATIONS OF THE SHOPPING CENTER OR THE CONDUCTING OF BUSINESS BY THE TENANTS THEREIN. 8 • UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR INSTALL OR PERMIT TO BE INSTALLED, ANY MATERIALS CONTAINING ASBESTOS WITHIN THE SHOPPING CENTER OR THE TENANTS LEASE PREMISES. 9. ALL WORK SHALL BE CONFINED TO THE PREMISES AND CONTRACTORS, SUBCONTRACTORS OR MATERIAL MEN ARE NOT PERMITTED TO PERFORM ANY OF SAID TENANT'S WORK (OR STORE ANY MATERIALS OR MACHINERY) OUTSIDE OF THE PREMISES, SUBJECT TO LANDLORD'S APPROVAL OTHERWISE. 10. NO CONSTRUCTION MATERIAL OR DEBRIS SHALL BE PLACED IN ANY OF THE LANDLORD'S TRASH RECEPTACLES OR COMPACTORS AT ANY TIME. THE CONTRACTOR SHALL ARRANGE (IF REQUIRED) FOR A TRASH DUMPSTER, SIZE AND LOCATION OF WHICH 15 SUBJECT TO LANDLORD'S APPROVAL, FOR THE REMOVAL OF REFUSE. 11. THE ABBREVIATION OF N.LC. INDICATES WORK AND OR MATERIAL IS NOT IN THE CONTRACT OF THE GENERA CONTRACTOR, HOWEVER THIS DOES NOT RELIEVE THE G.C. OF THE RESPONSIBILITY OF COORDINATION. 12. REPAIR ALL DAMAGE OR VOIDS CAUSED DURING CONSTRUCTION TO ANY AREA OF THE PROPERTY TO THE ORIGINAL CONDITION. PROTECT ADJACENT AREAS FROM DIRT AND DUST. 13. ALL CONCEALED WOOD BLOCKING IN WALLS AND CEILING SHALL BE FLAME RETARDANT TREATED. 14. ALL FIRE EXITS ARE TO REMAIN CLEAR AND OPEN DURING ALL PHASES OF CONSTRUCTION IF APPLICABLE. 15. THE LOCATIONS OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDIVIDUALLY VERIFIED BY THE OWNER OR HIS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILI TIES. 16. THE TERM "OWNER" OR 'TENANT SHALL REFER TO PANDA EXPRESS AND ITS AGENTS OR REPRESENTATIVES. THE TERM "GENERAL CONTRACTOR" AND "G.C." SHALL REFER TO THE PERSON AND /OR PERSONS WHO HAVE CONTRACTED OR SUBCONTRACTED FOR THE WORK. 17. ALL WALL & CEILING CONSTRUCTION SHALL BE SUPPORTED BY STRUCTURE & NOT BY METAL DECK IF APPLICABLE. 18. CONTRACTOR SHALL SUBMIT (4) COPIES OF SPRINKLER SHOP DRAWINGS FOR APPROVAL TO LANDLORD'S FIRE ENGINEER PRIOR TO CONSTRUCTION IF APPLICABLE. 19. GENERAL CONTRACTOR SHALL CHECK -IN WITH LANDLORD'S ON SITE TENANT COORDINATOR PRIOR TO COMMENCING CONSTRUCTION IF APPLICABLE. 20. IN ADDITION TO THE GENERAL NOTES LISTED HEREIN, A.IA. DOCUMENT A201 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION SHALL APPLY. 21. TENANT'S GENERAL CONTRACTOR SHALL ARRANGE AN ON -SITE MEETING WITH THE DEVELOPER'S AGENT PRIOR TO STARTING ANY PORTION OF THE WORK, SUBSEQUENT TO LANDLORD'S CONSTRUCTION RELEASE. BUILDING INFORMATION: OCCUPANT LOAD PER UBC TABLE 10 -A: AFF ABOVE FINISHED FLOOR ALUM. ALUMINUM BV BALL VALVE (FULL PORT) C. CONDUIT CO CONDUIT ONLY CW COLD WATER (E) EXISTING EC ELECTRICAL CONTRACTOR EWH ELECTRICAL WATER HEATER OCT. EXTERIOR FOF FACE OF FINISH FOS FACE OF STUD FS FLOOR SINK GC GENERAL CONTRACTOR HW HOT WATER ID INDIRECT DRAIN INT. INTERIOR KEC KITCHEN EQUIP. CONTRACTOR LL LANDLORD MC MECHANICAL CONTRACTOR (N) NEW NIC NOT IN CONTRACT NTS NOT TO SCALE OA OUTSIDE AIR OC ON CENTER PC PLUMBING CONTRACTOR RAR RETURN AIR REGISTER RI ROUGH -IN STRUCT. STRUCTURE, STRUCTURAL WOO WASTE CLEAN OUT (Di) DOOR TYPE • WINDOW TYPE APPLICABLE CODES: ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF DINING ROOM AREA: 35 OCCUPANTS (12 EXTERIOR) THE SPECIFICATIONS AND DRAWINGS, AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES AND KITHEN AREA; 4 EMPLOYEES /SHIFT (2 SHFTS PER DAY) REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR OFFICE AREA: 1 O CCUPANT INVOLVED. APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: STORAGE AREA 1 OCCUPANT OTHER 15 OCCUPANTS 41MID FLOOR FINISH ADDRESS: TOTAL OCCUPANT LOAD: 56 OCCUPANTS STREET ADDRESS: 1 710 0 SOUTH CENTER PARKWAY NUMBER OF EXTERIOR SEATS: 12 SEATS CITY: TUKWILA COUNTY: KING COUNTY STATE: WASHINGTON PANDA EXPRESS SITE: S4-- 08 -D1677 STRUCTURE: WOOD FRAMING & STUCCO BUILDING, METAL SCREEN, ® WALL TYPE ' I NTERIOR 1 'll , 1 0 ELEVATIONS .., REFERENCE A WOODEN TRELLIS, SUNBRELLA FABRIC AWNINGS UTILITIES: BUILDING DATA: SECTION A - 2 DETAIL GAS UTILMES ; GAS COOKING , GAS HVAC OCCUPANCY BUILDING: USE GROUP B/M ELECTRIC UTILITIES : CONSTRUCTION TYPE BLDG 1 S SPLIT UTILITIES : NUMBER OF STORIES; TOTAL BUILDING AREA: 1,986 S.F. GAS HVAC /ELECTRIC COOKING BUILDING CODES: A-2 BUILDING CODE EDITION: 2003 IBC MECHANICAL CODE EDITION: 2003 IMC ELECTRICAL CODE EDITION: LEGAL DESCRIPTION CEILING FINIS H WALL FINISH 2002 NEC PLUMBING CODE EDITION: 2003 UPC NEW PANDA EXPRESS RESTAURANT TENANT IMPROVEMENT LOCATED AT THE NORTHWEST END CAP OF BUILDING N SUITE 100 WITHIN THE SOUTH CENTER LOCAL CODES + ORDINANCES TUKWILA SQUARE SHOPPING CENTER LIFE SAFETY SYSTEM: HEALTH DEPARTMENT NOTES 0 KITCHEN EQUIPMENT CD ROOM NUMBER GRID EMERGENCY LIGHTING YES 1. NO CHANGES WILL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL EXIT SIGNS 2. PUBLIC HEALTH - SEATTLE & KING COUNTY INSPECTION REQUIRED ON YES COMPLETION OF WORK PRIOR TO OPENING. FIRE ALARM AND SMOKE DETECTION SYSTEMS YES PANIC HARDWARE NOTE: SIGNAGE DRAWINGS UNDER YES SEPARATE PERMIT STRUCTURAL 0 - S POINT OF ORIGIN PROJECT DIRECTORY VICINITY MAP N.T.S. OWNER WIG PROPERTIES LLC -SS J AUTHORITIES 4811 134TH PL SE BELLEVUE WA 98006 BUILDING & TELEPHONE SEWER SAFETY DIVISION SERVICE TUKWILA SEWER UTILITY COM UNITY DEVE LOPMENT DEPA RTMENT QWES 600 MINKLER BLVD. TENANT DEVELOPER TUKWILA, WA 98188 PANDA RESTAURANT GROUP, INC. PERMIT CENTER 23315 66TH AVE SOUTH CONTACT PERSON: JERALD EARL 6300 SOUTHCENTER BLVD., SUITE 100 KENT, WA 98032 206 433 - 1864 1683 WALNUT GROVE AVE. ( ) TUKWILA, WA 98188 (206)345 --2968 ROSEMEAD, CA 91770 431 -3670 DIRECT (360)885 -1135 SHOPPING CENTER TEL. (626)714-8971 626 FIRE DEPARTMENT GAS /ELECTRIC COORDINATOR/ FAX. (626)372-8310 ( ) HEADQUATERS - STATION 51 PUGET SOUND ENERGY REPRESENTATIVE ARCHITE 444 ANDOVER PARK EAST CUSTOMER CONSTRUCTION FHK ANDERSON, LLC VIGEN ASSOCIATES TUKWILA, WA 98188 3130 S 38TH St 2300 DOUGLAS BLVD. STE. .385 1 127 E. OLIVE AVENUE (206) 575 -4404 TACOMA, WA 98409 ROSEVILLE, CA 95661 FRESNO, CA 93728 (888) 321 -7779 FRED KATZ GARY TIMAN VIGEN, ARCHITECT (425) 806-7811 (916) 780 - 6670 559 -268 -2711 FAX. 559 - 268 -1172 ENVIRONMENTAL WATER ENGINEERING MECHANICAL, PLUMBING HEALTH DIVISION TUKWILA WATER UTILITY PUBLIC WORKS 600 MINKLER BLVD. ADMINISTRATION ENGINEERING ELECTRICAL SEATTLE KING COUNTY TUKWILA, WA 98188 6300 DOUTHCENTER BLVD. DEPARTMENT OF PUBLIC HEALTH TUKWILA, WA 98188 ROLFES ENGINEERING, INC. (206) 206 433 -1863 1036 W. ROBINHOOD DRIVE, SUITE 201 1404 CENTRAL AVE. S SUITE 100 STOCKTON, CA 95207 KEN WA 98032 (206) 433 -0179 FRED ROLFES (206) 205 -1903 TEL. 209 -473 -2859` FAX. 209 -473 -1312 i 4, � ; ; I . �' I A r:. ' � i� , °" � , y � � 17> St .... R': ` u ' _.._.._...... fir. ' � , 5 I, � , 5 :.` 3 l Am, 1� �� ^" '� . ', yl, s ° : . ,, I fa 'r . � '� `} , ' f- ' ra . 5 - 16811 : .nEI 72 7 ° �?- ' { . . � nab, � • ,. � - Al , o. *x � ■ • F ; •(206) ,,.. x a F � = .=: ` r' x # wider 8 A1 I_D TIakDT t�i�kt� 8 » _..�..........._ : i r S » I�a fi ' ' . ......... ' j ` � " µ- DEFERRED ITEMS: KITCHEN HOOD EXTINGUISHING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH NFPA STANDARDS, UL 300. PLANS & SPECIFICATIONS SHALL BE SUBMITTED UNDER SEPARATE PERMIT AS DEFERRED SUBMITTAL TO THE FIRE DEPARTMENT FOR REVIEW AND APPROVAL. Michelleh F:\Dwg\Panda Express1 VH702.020_South Center Square_Tukwila WA\S408D1677_T- 10.dwg, 8/31/2007 10:2653 AM, Michelleb, N8Y rH PLAN RON • C PR S PAN DA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS, DESIGNS. SKETCHES, IDEAS. ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECT'S WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RFSTAURANT GROUP. INC. & VIGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER. AND NOT FOR OTHER RELATED. IMPLIED. OR FUTURE WORK(S) OR PROJFCT(S), S REVISIONS: 0 • ISSUE DATE: • DATE • ARCHITECT • APPLICANT COPY tXp DESCRIPTION BY Q ED 20117 UAPr VIGEN • PROJECT: • ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4-08 -D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. i SEAL: • 8692 REGISTERED] ARCHITECT GARY TIM.AN ti TGEN STATE OF WASHINGTON PLAN CHECK SUBMITTAL 08/31/07 WALKS & SIDEWALKS 1. Walks and sidewalks shall have a continuous common surface, not interrupted by steps or by abrupt changes in level exceeding 1/2" Sec 11335.7.1 Fig. 11B- 27(a)) 2. Walks and Sidewalks shall be a minimum of 48" in width. (Sec 11338.7.1 Fig 11B- 27(a)) 3. When abru t chan es in level not exceedin 1/2" occur, they shall be Beveled with a slope no reater than 1:2, except that level changes not exceeding 1/" may be vertical, (Sec 11338,7.4 Fig 115 -5E (c) & (d)) 4. Abrupbhanges in level along any accessible route exceeding 9/2" shall comply with the requirements for curb ramps. (Sec 11335.7.4 5. Walk and sidewalk surfaces shall be slip - resistant as follows: (Sec 11335,7,1) a, Surfaces with a slope of' less than 6% gradient shall be at ,least as sli - resistant as that Cescribed as a medium salted finish. b. Surfaces with a slope of 6% gradient shall be slip - resistant. 6. When the slope in the direction of travel of any walk exceeds 1 vertical to 20 horizontal i t shall comply with the provisions of Section 11335.5 ❑s a pedestrian ramp(Sec 11338,7,3) 7. Walk and sidewalk surface cross slopes shall not exceed 1/4" per foot except when the enforcing agency finds that dUe to local conditions it creates an unreasonable hardship, the cross slope can be increased to a xim 1133 um 5.7 of .1,3 9/64 1 ' d per foot for istances not to exceed 20'. S 8. All walks with continuous gradients shall have level areas at [east 5' In length ar intervals of at [east every 400. (Sec 11335,7.6) 9. Walks shall be provided with a level area not less than 60" by 60" at a door or gate that swinge toward the walk and not less than 48" wide by 44" deep at Z5 door or gate that swings away from the walk. (Sec 1'338.7,5) 10. Level areaof walks shall extend a minimum of 24" to the side of the strike edge of' a door or gate that swings toward the walk. 'Sec 11335,7.5 Fis 11B -26B) 11. Walks, sidewalks and edestrian ways ,shall be free of' gratings whenever possible. For ratingqs located in the surface of any of these areas, grid openings shall be no greater than 1/2" wide in Zone irectr'bn. If gratings have elon af.ed openings, they shall be plat d so that the Ion dimen Ion i perpendicular to the dominant rection of travel, (Sec 11248.4 & 11338.7.2 Fig 11B- 7B(a)) F:\Dwg\Panda Express1VH702.020_South Center Square Tukwila WA\S408D1677 T- 11.dwg, 8/29t2007 4:44:05 PM, Michelleh, Michelleh RAMPS (EXTERIOR OR INTERIOR) IT The maximum slope of a ramp that serves any, exitway, F rovides access for persons with disabilities or is in the ath of' travel shall be 1' rise in 12' of horizontal un. (Sec 11335.5.3) 2. The crass slope of ramp surfaces shall be no greater than 1:50. (Sec 11335.5.3.1) ENTRANCES & EXITS 3. The width of' ramps shall be as required for stairways and exits. (Sec 11335,5.2 Fig 11B -38 & 39) 4. Pedestrian ramps servin_q primary entrances to buildings having an oc ups t load o 300 or me=re shall have a minimum clear width of 60 ". (Sec 11335.5.2.2) 5. Ramps serving Group R occupancies may be 36" clear width when the occupant load is 50 or Tess. (Sec 11338.5.2.2) 6, All other pedestrian ramps s7ryi primary entrances shall have inimum width of 48 . Sec ng 11338.5.2.2 7 Landin shae provided at the to and bottom ram p. (Se 11338.5.4ll b,1 & ro 1003,3,3.4.4 11B -38 & 39) of each 8, Intermediate landings shall be provided at intervals not exceeding 30' of vertical rise and at etch change of direction. (Sec 11338,5,4,1 Fig &11159$8 3. Changes in [eve[ up to 1/4" 9. Top landings shall be nqt less than 60" wide and shall have a edge treatment. ten ti of not less than 60' in the direction of ramp run. (Sec (5"13c 11248.2. Fig 115- 5E(c)) 1133 & 1003.3.4.4 Fig 118 -38 & 39) 10. At bottorrand intermediate landings, the width shall be at [east the same as required for the ramp. (Sec 11335,5,4.5 Fig 115-38 & 39) 11, Intermediate landing at a chan e of' direction in .excess of 30 de • rees and b`bttom landin a shali have a dimension in the direcfronof ramp run of not l ss than 72" to accommodate the ha 3 t ension, (Sec 11335,5,4,6 & 1003,3,4,4 Fig 12. Handrails are required on ramps that .provide access if the ramp slope exceeds 1' rise in 20' of horizontal run, except that al exterior door landings, handrails are not required on ramps less than 6" rise or 72" in length. (Sec 11338,5.5.111 13. Handrails shall be placed on each side of each ramp, shall be continuous the full length of the ramp, shall be 34" to 38" above the in ramp surface, shall extend a minimum of 1' beyond the top bottom of' the ram and the ends shall be returned. (Sec 11335.5.5.1 Fig 115- 2 27(b) & (c)) 14. The grip portion of handrails shall be not less than 1 -1/4" nor More than 1-1/2 or the she a shall provide an equivalent gripping surface and all surfaces shall be smooth with n'6 harp corners. Handrails shall not rotate 115 -36) within their fittings. (Sec 11338.5.5.1 Fig 15. Handrails projecting from a wall shall have a space 1 -1/2" between thwall and the handrail. (Sec 11338,5,51 Fig 115 -36) 16. Any wall or other surface adjacent to handrails shall be free of sharp or abrasive elements. Edges shalt have a minima radius of 1/8 ". (Sec. 11335,5.5.1 Frrg 115 -36.) :17. Where the ramp land mg is not bounded by a waif or fence, there shall be provided orr each side of the ramp landin where there is a vertical drop exceeding 4 one of the followin ; (Sec 11335,5.4.9 Fig 115-27(b) & c)) a. A guide curb, a minimum of 2" in height; or b. A wheel uide rail, centered 3" + 1" above the surface of the ramp lending. 18. Where the ramp surface is not bounded by a wall or fence the ramp exceeds 10 in lengqth, the ramp shalt comply with one of the following requirements: (Sec 11335,5,6 Fig 15 -27 b) & (c)) a, A guide curb a minimum of 2" in height shall be provided at each side of the ramp; or b. A wheel guide rail shall be pprovided, centered 3" + 1" above the surface of the rarhp. 19. Outdoor ramps and their a proaches shall be desigqned and constr cted so that water will not accumulate on weflking surfaces. iSec 1135.5.7) and 1. The space between two consecutive door openings in a vestibule, serving ther than a required exit stairway, shall provide a minimum of 48" of' clear space from any, door opening into such vestibule when the door is positioned et an angle of 90 decrees from its ,closed osition. Doors in b series shall swing either in the same direction or away from the space between the doors. See Figures 115 -30 & 31 for design alternatives. (Sec, 11335,2,4,4 2. Exit doors shall be openable from the inside without the use of a key, tool or any special knowledge or effort. (Sec 1003.3.1.8) DOORS 1. latching and locking doors that are hand activated and which are in a path of travel shat) be o erable with a sin , le effort by [ever type hardware, panic bar., push -pull activarrnq bars, or other hardware designed to provide passage `Without requiring he ability to grasp the opening hardware. Locktd exit doors shall operate s above irr egress direction. Sec 11335.2.5.1) 2. Hand - activated door opening hardware shall be centered be tween 30' and 44" ab(ave the floor. Sec 11335.2.5,1) 3. There shall be a level and clear floor or landing on each side of a door. The level area shod! have a en th in the direction of .door swing of .at least GO and the en th a posite the direction of doo swing, o 48 as measured t right angles to the plane of the door in the closed osi Ian. (Sec 11155.4.2, 11335.2.4, & 1003,3,1,6a Fig 115 -26A & 5) 4. The width of the level area on the side to which the door swings shall extend a minimum of' 24" ast the strike edge of the aoor for exterior doors and a minimum of' 18 past the strike edge for interior doors, (Sec 11155.4.2 & 11335.2.4.3 FiS 115 -26A) 5. Provide clear apace of 12" ast strike edge of the door on the .opposite side to which the door swings if - The door i equ with both a, latch and a closer on the push side of the door. (Fig. 115- 26A(a)) 6. The floor or landing shall be not more than 1/2" lower than the threshold of the dborwa , (Sec 11335.2.4.1 & 1003.3.1.6.1a Fig 115 -32) and 7 . The bottom 10 of all doors except automatic and sliding shall have a smooth, uninterrupted surface to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Where narrow frame doors are used, ❑ 10" high smooth panel shall be installed on the push side of the door, which will allow the door To be opened by a wheelchair footrest without creating ❑ tra or hazardous condition. (Sec 113 35.2.6 Fig 111- 29) 8. Maximum effort to operate doors shall not exceed 5 pounds for exterior doors and 5 pounds for interior doors, such puff or push effort bein applied at right angles to hinged doors and at the center lane of s[idin or folding doers. Compensatin devices oi^ automatic g door opperators may be utilized meet, the above standards. When fire doors are required, the maximum effort to operate the door may be increased to the maximum allowable by the appropriate �Idministrative authority, not to exceed y 15 pourtids. (Sec 11335.2,5) FLOORS & LEVELS 1, In buildings and facilities, floors of a given story shall be a .Common level throughout or snail be connected by pedestrian, ram1120b.1) s, senger elevators or special access lifts. (Sec 2. Ground and floor surfaces along accessible routes n accessible rooms and spaces, including floors walks, ramps, stairs and cUrb ramps, sh Ill be s }able, firm and slip-resistant. (Sec 11245.1 & 11205.2) may be vertical and without 4. Chan gee in Level between 1/4" and 1/2" shall be accomrlrshed by means of o ram no steeper than 1 vertical to 2 horizontal. Sec 11245.2, 11335.2.4.1, & 1003.3,1.6.1a Fig 115-5E(d)) & AISLES 1. Every corridor servin an occupant load .of 10 or i shall not be less than 44" in width.lec 133[7,3.1) HAZARDS & PROTRUDING OBJECTS 1,. Abrupt changes in level, except between a walk or sidewalk and an adjacent street or driveway, exceeding 4' in a vertical dimension such as at [anters or fountains located in or adjacent to walks sidewalks or other pedestrian ways, shat( be identified by warning curbs projecting at "least 6' in height above the walk or sidewalk sin - face to wrn the blind of a potential drop off. (Sec 11335.8,1) 2. When a guardrail or handrail is rovided, no warning c).irb �s req'Oired when a guiderail fe rovided centered" 3 + 1 above the surface of the walk or sidewalk, the walk la 5 percent or less gradient r no adjacent hazard exists. (Sec 11335,8,1 F1g 115- 27(b)) 3. Objects projecting from walls with their leading of edges between 27' and 80' above the finished rigor shall p ratrude no more than 4" into walks, halls corridors, assageways or aisles. (Sec 11215,1, Fig 115 -7A) 4. Objects mounted with their leading edges at or below 27" above the finished floor may rotru`de any amount into walks, halls corridors, passageways or aisles, (Sec 11215.1. Fig 115 -07A) 5, Free - standing objects mounted on posts or pylons may overhang 12' mamum fr m 27" to 80" above the ground or finished floor, (Sec 11215,1 6. Protruding bjects shall not reduce the clear width of an accessible route or maneuvering space. (Sec 11215.1) o theracii Walks, spaces shpassageways, lt a e 80" minimum clear head room. (Sec 11215.2. Fig 115 -7A) 8. Any obstruction that overhangs a pedestrian way shall be a minimum of 80 aboVe the walking surface as measured from the bottom of the obstruction. (Sec 11335.8.2 Fig 11B -28) CONTROLS & OPERATING MECHANISMS 1. Clear floors ace complying ith Section 11185.4 that allows a forward or par approach by a person using wheelchair shall be provided at controls, dispensers, receptacles and other opera ble equipment. (Sec 11175.6.2 2. The highest o e rable part of' all controls, dispenser's, ece tacles and other o erable equipment 1 hall be a baced Within 48" of the floor but nor Lower than 5 if forward approached and within 54" but not lower than 9' if side approached, Electrical and communication system receptacles on walls shall be ounted no less that 15 above the floor. (Sec 11175.6,3 3. Controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, punching.' or twistl'n of' the wrist. The force required to activate ontrols shaft be no greater than 5 pounds of force. (Sec 11178.6.41 4. Vending ma hines shall be installed in compliance with sections 1117.6 through 1117b.6.4 5. Faucet controls and peratinq mechanisms for kitchen sinks shall be operabre with one hand and shall not reqquire rasping, pinching or twisting of the wrist. The force re- uired to actiV'ate controls shall be no reater than 5 plf. Lever - operated, push-type and electronically controlled mechanisms are exam [es of acceptable desi ns. Self- closing valves are allowed if th faucet remains open for at least 10 seconds. (Sec 1508.2) SPACE ALLOWANCE & REACH RANGES 1. If the clear floor space only allows forward ach r to an object, the maximum hi h forward reach allowed forward reach is 15 "� If the ^ hi g qq� a) forw h ard i reach is over an obstruction reach and cleardhces shall be as shown in Figure 115- 5C(b), (Sec 11185.5) 2. If the clear floor epode allows pparallel approach by a person in a wheelchair', the maximufi high site reach n allowed shal a l be 54" ad the low side reach shall be no less than 9' bove the floor as shown in Figures 115 -5D(a) & (b). If the side reach is over an obstruction, the reach and clearances shall be as shown in Figure 115- 5Dic1. (Sec 11188.6) EMPLOYEE WORK AREAS & WORK STATIONS Employee work areas shalt be accessible by means of 36" minimum aisle and 32 minimum clear opening door width 111055,3,2,3, 11055.3.3,2 & 110813.5) FIXED OR BUILT -IN SEATING, TABLES & COUNTERS 1. Where fixed or built -in seating, tables or counters are provided for the public and' in general employee areas, 5; but never less than 1 must be accessible, as required in Section 11225. (Sec 11225,11 2. If_ seating paces for eo le in wheelchairs are provided at fixed tables or counters, clear floor apace complying with Section 11185.4 shall be provided. Suc clear '!gar space shalt not overlap knee space by more than 19 (Sec 11225.2. Fig 115 -13) 3, If seating for people in wheelchairs is provided at fixed tables or ?counters, knee spaces at [east 27" high, 30 wide 118 - 13) and 19 deep shall be p 3' rovided, (Sec 11225, F 4. The tops of tables and counters shall be 28" to 34" from the flooror ground,(Sec 11225.4) 5. Where a single counter contains more than one transaction statron, such as ),but not limited to) a bank counter with multiple teller windows or a retail sales counter with multipl cash register stations, at least 5r, but never less than 1, of each t e of station shall be located at a section of counter t at is at let st 36" Long and no more than 28" to 34 high, Sec 11225,4) SIGNS & IDENTIFICATION 1. The International Symbol of Accessibility shall consist of' a white figure on a blue background. The blue shall be equal t Color No. 15090 in redera[ Standard 599b. tSec 11175.5.1.2) 2. All building entrances that are accessible to and usable by pe-rsons with disabilities and at every major junction along or leading to an accessible route f travel shall be identified with ❑ sign displaying the International Symbol of Accessibility and witrr additional directional signs, as required, to be visible to persons along approaching pedestrian ways. 1Sec 11175.5.7 & 11275.3) 3. When permanent identification is provided for rooms and spaces of building or site, raised letters shall be provided and shall be accompanied by Braille in conformance with Section 11175.5.6 through 11175,5.6,3, signs shall be installed on the wall dbjacent to the latch outside of the door. Where he a is no wall space on the latch side, including t double leaf doors, signs shall be placed on the nearest adjacent wall, preferably on the right, Mounting height shall be 60" above the finished tToor to the centerline of the sign. Mountin location shall be determined .so that a ef may a proach within 3" of signagqe without encounteringq protrudi qq objets or standing `'Gvitrriin the swing CT" a door. (Sec 11175.5.9) 4. When raised characters or symbols are used, they shall conform to the following: (Sec 11175,5.6) a. Characters on signs shall be raised 1/32" minimum and shall be sans -serif ercase characters accompanied by Grade 2 Braille. (se 11175.5,6,1) b. Raised characters or symbols shall be a minimum of 5/8" high. (Sec 11175.5.6.2) c, Pictorial 1175by symbol ,5 sf ns (pictograms) shall be the e urval,ent Verbs description placed direct! below t e icto ram. The border dimension of directly ppictogram shelf be a minimum of acco height. mpanie ,6,3) 5,, Letters 11175 and 3) numbers on signs shall have a width-to-height ratio of betwen 3 :5 and 1:1 and a t Croke width-ro-height ratio between 1:5 and 1;10, Sec ,5. 6. Characters and symbols shat[ contrast with their background, either light chararcters on a dart background or dark characters on a light background, shall hd.'e non -glare finishes (Sec 11175.5.5) 7. Characters and numbers on signs shall, be sized according to the viewing distance from which they are to be read. The minimum height is measured using an upper case X. Lower cas§ characters are per'nitted, For signs sus ended or projected above the finish floor in c8ipliance with Sect on 11215 11215 minimum character height shall be 3 ". (Sec 1117.5.4) 8. Contracted Grade 2 Braille shall be used wherever Braille symbols are specifically required in other portions of these regulations. Dots shall be 1/10" on centers in each cell `With 2/10" space beween cells. Dots shall be raised a inimum of 1/40' above the background. (Sec 11175,5.2 9. Tactile exit sign mounted 6C" A.F.F. per CBC section 1003.2.8.6- tactile exit signagqe shall corhply with CBC section 11175.5.1 #2 required @ eac[1' grade lever exterior exit door with the word 'exit." ELECTRICAL The center of junction box for electrical and communication system receptacle outlets shall be installed at an accessible location ,meettng the cle rances and reach range requirement of Section 1118 and not less than 15 above the floor or working platforms (11175.6.3 & 210- 7(g.1)). SANITARY FACILITIES (GENERAL) 1. Doorways leadin�gg to men's sanitary facilities shall be identified lay an equilateral triangle 1/4" thick with edges 12" tong and a vertex painting upward. Women's san tart' facilities shat be identified by a circle 1/4" thick and 12" in diameter. (Sec 1115B,5) 2. Unisex sanitar facilities shall be identified by a circle 1/4" thick, 1 in diameter, with a 1/4 thick triangle superimposed on the circle and within the 12" diameter. (Sec 11155.5) 3. Geometric (circle & triangle) symbols on sanitary facility doors shall. be centered on the door at a, het of il QOM' and their color and contrast shalt be distinct i h different from the color and contrast of the door. ( e 11155.5( SINGLE ACCOMMODATION SANITARY FACILITIES 1. There shall be sufficient sppace in the toilet room for a wheelchair measuring 0 Wide by 48 long to enter the room and permit the d to close. (Sec 11155.7.2) 2. There shall be in the room a clear floor space of at, least 60" in diameter T -she ed s ace comp! mq with Fi ures 115 -12(a) or (b). No p door shall encr'oacfr into thus sce for more than 12" except for the panel door to any water closet compartment if there is one. (Sec 1115;5,7,2. Fig 115 -1A) 3. The water closet shall be located in a s ace which provides a minimum 28" wide clear space f a fixture or a minimum 32' wide clear s ace frorh a wall at one side, The other side shall provide 18 from the centerline of the vrater closet to the wall. A minimum 48" clear space shall be rovided in front of the water closet. (Sec 1115.7.2, Fig 11B -1A) DINING, BANQUET, & BAR FACILITIES 1. Wheelchair access shall be provided to all areas where a different type of functional activity occur . provide wheelchair access to outside dining (1T045,5,3) 2, Access to disable ,seatin shall be provided with main aisles not less than 36' in clear width.(11405.5.4) 3,. Food service aisles shall be a minimum of' 36" in clear width with a preferred width of 42" where passage of stopp e,d wheelchairs by pedestrians Is desired. Tray slides shall be mounted no higher than 34' above the floor. If self - service shelVts are provided, a reasonable portion must be within the ranges shown in fig.11B -16 11045.5.5) 4, Tableware, dishware, condiments, food and beverage display shelves and dispensing devices, when located ion (11345.2.1) tables or counter to s, shall he placed 28" to 34" above the adjacent floor. These items, when located on shelves shall be placed no higher than 54' above the adjace floor, where not req red to reach over an obstru u ction, and no higher than 46' above the adjacent floor when required ,ro reach over an obstruction. An obstruction which a disabled erson is required to reach over shall, be no higher than 34 above the adjacent floor with a horizontal reach over the obstruction of' no more than 24 111045,5.6 fig 115 -17) SANITARY FACILITY FIXTURES & ACCESSORIES 17 The height of accessible water closets shall be a minimum or 17" and a maximum of 19" measured to the top of a maximum 2" high toilet seat, except that 3" seats shall be permitted only in. alterations where the existing fixture is less than 15" high. (Sec 1502.) 2., A clear floor apace 30" by 48" shall be provided in front of a lavatory to allow a forward approach. Such clear floor space shall adjoin or overlap an accessible route and shall extend into 11158.9, knee an 1,1, fr toe ig 11 5 ac-15e ) underneath the lavatory. (Sec . 3. Lavatories when located adjacent to a side wall or partition shall be mounted with a minimum distance of 18" to 11B -1A,) the centerline of the fixture. (Sec 1504.2.1 Fig 4. Lavatorie that are designated to be acne sible shall �e mounted with t e rim or edge no higher than 4 above the finished floor and with a vertical clearance measured from the bottom of the apron or outside bottom edge of the Lavatory of 29 ", reducing to '27" at a point located 8" back fra'm the front edge. Knee clearance below the lavatory shall extend a mirl'imum of 30" in width by 17' in depth. Toe clearance shalt be the some width and shall be a minimum of 9' high from the floor and a minimum of 17" deep from the front of the lavatory. 5. Hot water and drain pipes accessible under lavatories shall be insulated or otherwise covered. There shall be no sharp or abrasive surfaces under lavatories. 6. Controls for water closet flush valves shall be mounted on the wide side of toilet areas. 7. Water closet and urinal flush valve controls, and faucet and operating echanism controls, shall be operable with' one h'nd, shall not require tight 1 p, in , incr1incr or twisting of the wrist and shall be mounted no more t?lan 44 above the floor. 6" in 8. The force required to activate water closet and urinal flush vale controls and faucet and operating mechanism controls, shall be no reater than 5 lbf. Electronic or automatic �,- flushing controls are acceptable and preferable. i(Se;c 9. Mirrors shah be mounted with the higher than 40' from the floor. 15ec 11155.9.1.2) bottom edg1 no 10, Where towel , sanitary napkins, waste receptacles and other similar dispensing and disposal fixtures are g. provided, tat lean - t one of each type shaft be located all operable arts, including coin slots, within 40 from the finished floor. (Sec 11155.9.2) N Vs a with /LL )f J r``•. .sr• � tQ 11. Toilet tissue dispensers shall be located on the cif '` '''� ' `•'" within 12 of the front edgqe of the toilet seat and no lower than 19' from the floor, Dispensers that control delivery or that do not permit continuo s paper flow ah not be used. (Sec 11155,9.3. Fig 115 12, Toilet room floors shall have a smooth, hard, non - absorbent surface such as portland cement, ceramic ti[e or other approved raterial which extends upward onto the walls at least 5 ". Walk within water closet compartments and walls within 24' of the front and sides of urinals shall be similarly finished to a height of 48" and, except for structural elements, the materials used in such walls shall b ❑ 1 11 a which is not adversely affected by moisture, ( Sec GRAB BARS 1. Grab bars at the side shall be at least 42" Ion with the front end positioned 24" in front of the water closet stool and with the back end positioned no more than 12 11 from the rear wall, Grab bdrs at the back shat[ be not less than 36' lang. (Sec 11155,8,1. Fig 11B -1A, 8 & C) 2. Grab bars shall be securely attached 33" above and parallel to the floor, except that where a tank -type u toilet is used which obstructs plot menns at 33', the grab ar may be as high as 36 (Sec 11155,8,1, Fig 1B -1A.) 3. The diameter or width of the gripping surfaces of a grab bar shall be 1 -1/4' to 1 - 1/2" or the shape shall provide an equivalent gripping surface. If grab bars r mounted adjacent ro p d wt5Ll, the space between the wall and the crab bars shajl be 1 -1/ 2". (Sec 11155.8,2, Hg 11B-1C. 4. The structural strength of grab bars tub and shower seats, fasteners and mbuntinq devices s 'ha[[ meet the following specifications; (Sec 1155,8,3) a. Bending stress in a grab bar or seat induced by the maximum bending moment from th application of a 250 -1b point load shalt be less than the allowable stress for the material of the grab bar or seat. (Sec 11155,8.3,1) b. Shear stress induced in a grab bar or seat by the application of a 250 -1b point [(Dad shall be less than the allowable shear ,stress for the material of the grab bar or seat and its mounting bracket or other support fa considered to be fully restrained, then direct and torsional shear stresses shall not exceed the allowable shear stress. Sec. 11158.8.3.2 or c. Shear force induced in fastener or mounting.' evices from the application of a 250 -1b point load shall be less than the allowable lateral load of either the fastener or . mounting device or the supporting structure, whichever `has the smaller allowable load. (Sec 1115 5.8.3.3) d. Tensile force induced in a fastener by a direct tension force of a 250 -lb point load, plus the maximum moment from the application of a 250 -Ib point load, shall be [ass than the allowable withdrawal loo between thefastener and supporting structure. (Sec 11155.8.3.4) e. Grab bars shall not rotate within their fittings, (Sec 11155.8.3.5) 5. The grab bar and any wall or other, surface adjacent to it shall ee free of any sharp or abrasive elements. Edges shallot* a minimum radius of 1/8 ", (Sec 11155,8.4) ALTERATIONS TO EXISTING BUILDINGS & FACILITIES 1. Furthermore, the requirements for New Building standards shall include the following areas. a, A Primary entrance to the r facility and the primary path of travel to the specific addition.(11345.2.1) area of' alteration, structural repair or b. Existing sanitary facilities drinking fountains and public telephones serving the area` of alteration, structural repdir or addition must fully comply. "r. RECc!1/El_7 CITY OF TOWA /1± A NOV 0 / ?O PEf�I� T C EI '► : PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS. DESIGNS, SKETCHES, IDEAS, ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECT'S WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. INC. & VIGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO O1NER. AND NOT FOR OTHER RELATED. IMPLIED. QR FUTURE WORK(S) OR PROJFCT(S) • REVISIONS: e • ISSUE DATE: • 1ST 2ND 3RD 4TH 5TH 16TH • ARCHITECT ■ II SEAL: • VIGEN e PROJECT: • ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4-08-D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. PLAN CHECK RESUBMITTAL 11/05/07 REV. DATE DESCRIPTION BY A 41 ®a 1 WALKS & SIDEWALKS 1. Walks and sidewalks shall have a continuous common surface, not interrupted by steps or by abrupt changes in level exceeding 1/2" Sec 11335.7.1 Fig. 11B- 27(a)) 2. Walks and Sidewalks shall be a minimum of 48" in width. (Sec 11338.7.1 Fig 11B- 27(a)) 3. When abru t chan es in level not exceedin 1/2" occur, they shall be Beveled with a slope no reater than 1:2, except that level changes not exceeding 1/" may be vertical, (Sec 11338,7.4 Fig 115 -5E (c) & (d)) 4. Abrupbhanges in level along any accessible route exceeding 9/2" shall comply with the requirements for curb ramps. (Sec 11335.7.4 5. Walk and sidewalk surfaces shall be slip - resistant as follows: (Sec 11335,7,1) a, Surfaces with a slope of' less than 6% gradient shall be at ,least as sli - resistant as that Cescribed as a medium salted finish. b. Surfaces with a slope of 6% gradient shall be slip - resistant. 6. When the slope in the direction of travel of any walk exceeds 1 vertical to 20 horizontal i t shall comply with the provisions of Section 11335.5 ❑s a pedestrian ramp(Sec 11338,7,3) 7. Walk and sidewalk surface cross slopes shall not exceed 1/4" per foot except when the enforcing agency finds that dUe to local conditions it creates an unreasonable hardship, the cross slope can be increased to a xim 1133 um 5.7 of .1,3 9/64 1 ' d per foot for istances not to exceed 20'. S 8. All walks with continuous gradients shall have level areas at [east 5' In length ar intervals of at [east every 400. (Sec 11335,7.6) 9. Walks shall be provided with a level area not less than 60" by 60" at a door or gate that swinge toward the walk and not less than 48" wide by 44" deep at Z5 door or gate that swings away from the walk. (Sec 1'338.7,5) 10. Level areaof walks shall extend a minimum of 24" to the side of the strike edge of' a door or gate that swings toward the walk. 'Sec 11335,7.5 Fis 11B -26B) 11. Walks, sidewalks and edestrian ways ,shall be free of' gratings whenever possible. For ratingqs located in the surface of any of these areas, grid openings shall be no greater than 1/2" wide in Zone irectr'bn. If gratings have elon af.ed openings, they shall be plat d so that the Ion dimen Ion i perpendicular to the dominant rection of travel, (Sec 11248.4 & 11338.7.2 Fig 11B- 7B(a)) F:\Dwg\Panda Express1VH702.020_South Center Square Tukwila WA\S408D1677 T- 11.dwg, 8/29t2007 4:44:05 PM, Michelleh, Michelleh RAMPS (EXTERIOR OR INTERIOR) IT The maximum slope of a ramp that serves any, exitway, F rovides access for persons with disabilities or is in the ath of' travel shall be 1' rise in 12' of horizontal un. (Sec 11335.5.3) 2. The crass slope of ramp surfaces shall be no greater than 1:50. (Sec 11335.5.3.1) ENTRANCES & EXITS 3. The width of' ramps shall be as required for stairways and exits. (Sec 11335,5.2 Fig 11B -38 & 39) 4. Pedestrian ramps servin_q primary entrances to buildings having an oc ups t load o 300 or me=re shall have a minimum clear width of 60 ". (Sec 11335.5.2.2) 5. Ramps serving Group R occupancies may be 36" clear width when the occupant load is 50 or Tess. (Sec 11338.5.2.2) 6, All other pedestrian ramps s7ryi primary entrances shall have inimum width of 48 . Sec ng 11338.5.2.2 7 Landin shae provided at the to and bottom ram p. (Se 11338.5.4ll b,1 & ro 1003,3,3.4.4 11B -38 & 39) of each 8, Intermediate landings shall be provided at intervals not exceeding 30' of vertical rise and at etch change of direction. (Sec 11338,5,4,1 Fig &11159$8 3. Changes in [eve[ up to 1/4" 9. Top landings shall be nqt less than 60" wide and shall have a edge treatment. ten ti of not less than 60' in the direction of ramp run. (Sec (5"13c 11248.2. Fig 115- 5E(c)) 1133 & 1003.3.4.4 Fig 118 -38 & 39) 10. At bottorrand intermediate landings, the width shall be at [east the same as required for the ramp. (Sec 11335,5,4.5 Fig 115-38 & 39) 11, Intermediate landing at a chan e of' direction in .excess of 30 de • rees and b`bttom landin a shali have a dimension in the direcfronof ramp run of not l ss than 72" to accommodate the ha 3 t ension, (Sec 11335,5,4,6 & 1003,3,4,4 Fig 12. Handrails are required on ramps that .provide access if the ramp slope exceeds 1' rise in 20' of horizontal run, except that al exterior door landings, handrails are not required on ramps less than 6" rise or 72" in length. (Sec 11338,5.5.111 13. Handrails shall be placed on each side of each ramp, shall be continuous the full length of the ramp, shall be 34" to 38" above the in ramp surface, shall extend a minimum of 1' beyond the top bottom of' the ram and the ends shall be returned. (Sec 11335.5.5.1 Fig 115- 2 27(b) & (c)) 14. The grip portion of handrails shall be not less than 1 -1/4" nor More than 1-1/2 or the she a shall provide an equivalent gripping surface and all surfaces shall be smooth with n'6 harp corners. Handrails shall not rotate 115 -36) within their fittings. (Sec 11338.5.5.1 Fig 15. Handrails projecting from a wall shall have a space 1 -1/2" between thwall and the handrail. (Sec 11338,5,51 Fig 115 -36) 16. Any wall or other surface adjacent to handrails shall be free of sharp or abrasive elements. Edges shalt have a minima radius of 1/8 ". (Sec. 11335,5.5.1 Frrg 115 -36.) :17. Where the ramp land mg is not bounded by a waif or fence, there shall be provided orr each side of the ramp landin where there is a vertical drop exceeding 4 one of the followin ; (Sec 11335,5.4.9 Fig 115-27(b) & c)) a. A guide curb, a minimum of 2" in height; or b. A wheel uide rail, centered 3" + 1" above the surface of the ramp lending. 18. Where the ramp surface is not bounded by a wall or fence the ramp exceeds 10 in lengqth, the ramp shalt comply with one of the following requirements: (Sec 11335,5,6 Fig 15 -27 b) & (c)) a, A guide curb a minimum of 2" in height shall be provided at each side of the ramp; or b. A wheel guide rail shall be pprovided, centered 3" + 1" above the surface of the rarhp. 19. Outdoor ramps and their a proaches shall be desigqned and constr cted so that water will not accumulate on weflking surfaces. iSec 1135.5.7) and 1. The space between two consecutive door openings in a vestibule, serving ther than a required exit stairway, shall provide a minimum of 48" of' clear space from any, door opening into such vestibule when the door is positioned et an angle of 90 decrees from its ,closed osition. Doors in b series shall swing either in the same direction or away from the space between the doors. See Figures 115 -30 & 31 for design alternatives. (Sec, 11335,2,4,4 2. Exit doors shall be openable from the inside without the use of a key, tool or any special knowledge or effort. (Sec 1003.3.1.8) DOORS 1. latching and locking doors that are hand activated and which are in a path of travel shat) be o erable with a sin , le effort by [ever type hardware, panic bar., push -pull activarrnq bars, or other hardware designed to provide passage `Without requiring he ability to grasp the opening hardware. Locktd exit doors shall operate s above irr egress direction. Sec 11335.2.5.1) 2. Hand - activated door opening hardware shall be centered be tween 30' and 44" ab(ave the floor. Sec 11335.2.5,1) 3. There shall be a level and clear floor or landing on each side of a door. The level area shod! have a en th in the direction of .door swing of .at least GO and the en th a posite the direction of doo swing, o 48 as measured t right angles to the plane of the door in the closed osi Ian. (Sec 11155.4.2, 11335.2.4, & 1003,3,1,6a Fig 115 -26A & 5) 4. The width of the level area on the side to which the door swings shall extend a minimum of' 24" ast the strike edge of the aoor for exterior doors and a minimum of' 18 past the strike edge for interior doors, (Sec 11155.4.2 & 11335.2.4.3 FiS 115 -26A) 5. Provide clear apace of 12" ast strike edge of the door on the .opposite side to which the door swings if - The door i equ with both a, latch and a closer on the push side of the door. (Fig. 115- 26A(a)) 6. The floor or landing shall be not more than 1/2" lower than the threshold of the dborwa , (Sec 11335.2.4.1 & 1003.3.1.6.1a Fig 115 -32) and 7 . The bottom 10 of all doors except automatic and sliding shall have a smooth, uninterrupted surface to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Where narrow frame doors are used, ❑ 10" high smooth panel shall be installed on the push side of the door, which will allow the door To be opened by a wheelchair footrest without creating ❑ tra or hazardous condition. (Sec 113 35.2.6 Fig 111- 29) 8. Maximum effort to operate doors shall not exceed 5 pounds for exterior doors and 5 pounds for interior doors, such puff or push effort bein applied at right angles to hinged doors and at the center lane of s[idin or folding doers. Compensatin devices oi^ automatic g door opperators may be utilized meet, the above standards. When fire doors are required, the maximum effort to operate the door may be increased to the maximum allowable by the appropriate �Idministrative authority, not to exceed y 15 pourtids. (Sec 11335.2,5) FLOORS & LEVELS 1, In buildings and facilities, floors of a given story shall be a .Common level throughout or snail be connected by pedestrian, ram1120b.1) s, senger elevators or special access lifts. (Sec 2. Ground and floor surfaces along accessible routes n accessible rooms and spaces, including floors walks, ramps, stairs and cUrb ramps, sh Ill be s }able, firm and slip-resistant. (Sec 11245.1 & 11205.2) may be vertical and without 4. Chan gee in Level between 1/4" and 1/2" shall be accomrlrshed by means of o ram no steeper than 1 vertical to 2 horizontal. Sec 11245.2, 11335.2.4.1, & 1003.3,1.6.1a Fig 115-5E(d)) & AISLES 1. Every corridor servin an occupant load .of 10 or i shall not be less than 44" in width.lec 133[7,3.1) HAZARDS & PROTRUDING OBJECTS 1,. Abrupt changes in level, except between a walk or sidewalk and an adjacent street or driveway, exceeding 4' in a vertical dimension such as at [anters or fountains located in or adjacent to walks sidewalks or other pedestrian ways, shat( be identified by warning curbs projecting at "least 6' in height above the walk or sidewalk sin - face to wrn the blind of a potential drop off. (Sec 11335.8,1) 2. When a guardrail or handrail is rovided, no warning c).irb �s req'Oired when a guiderail fe rovided centered" 3 + 1 above the surface of the walk or sidewalk, the walk la 5 percent or less gradient r no adjacent hazard exists. (Sec 11335,8,1 F1g 115- 27(b)) 3. Objects projecting from walls with their leading of edges between 27' and 80' above the finished rigor shall p ratrude no more than 4" into walks, halls corridors, assageways or aisles. (Sec 11215,1, Fig 115 -7A) 4. Objects mounted with their leading edges at or below 27" above the finished floor may rotru`de any amount into walks, halls corridors, passageways or aisles, (Sec 11215.1. Fig 115 -07A) 5, Free - standing objects mounted on posts or pylons may overhang 12' mamum fr m 27" to 80" above the ground or finished floor, (Sec 11215,1 6. Protruding bjects shall not reduce the clear width of an accessible route or maneuvering space. (Sec 11215.1) o theracii Walks, spaces shpassageways, lt a e 80" minimum clear head room. (Sec 11215.2. Fig 115 -7A) 8. Any obstruction that overhangs a pedestrian way shall be a minimum of 80 aboVe the walking surface as measured from the bottom of the obstruction. (Sec 11335.8.2 Fig 11B -28) CONTROLS & OPERATING MECHANISMS 1. Clear floors ace complying ith Section 11185.4 that allows a forward or par approach by a person using wheelchair shall be provided at controls, dispensers, receptacles and other opera ble equipment. (Sec 11175.6.2 2. The highest o e rable part of' all controls, dispenser's, ece tacles and other o erable equipment 1 hall be a baced Within 48" of the floor but nor Lower than 5 if forward approached and within 54" but not lower than 9' if side approached, Electrical and communication system receptacles on walls shall be ounted no less that 15 above the floor. (Sec 11175.6,3 3. Controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, punching.' or twistl'n of' the wrist. The force required to activate ontrols shaft be no greater than 5 pounds of force. (Sec 11178.6.41 4. Vending ma hines shall be installed in compliance with sections 1117.6 through 1117b.6.4 5. Faucet controls and peratinq mechanisms for kitchen sinks shall be operabre with one hand and shall not reqquire rasping, pinching or twisting of the wrist. The force re- uired to actiV'ate controls shall be no reater than 5 plf. Lever - operated, push-type and electronically controlled mechanisms are exam [es of acceptable desi ns. Self- closing valves are allowed if th faucet remains open for at least 10 seconds. (Sec 1508.2) SPACE ALLOWANCE & REACH RANGES 1. If the clear floor space only allows forward ach r to an object, the maximum hi h forward reach allowed forward reach is 15 "� If the ^ hi g qq� a) forw h ard i reach is over an obstruction reach and cleardhces shall be as shown in Figure 115- 5C(b), (Sec 11185.5) 2. If the clear floor epode allows pparallel approach by a person in a wheelchair', the maximufi high site reach n allowed shal a l be 54" ad the low side reach shall be no less than 9' bove the floor as shown in Figures 115 -5D(a) & (b). If the side reach is over an obstruction, the reach and clearances shall be as shown in Figure 115- 5Dic1. (Sec 11188.6) EMPLOYEE WORK AREAS & WORK STATIONS Employee work areas shalt be accessible by means of 36" minimum aisle and 32 minimum clear opening door width 111055,3,2,3, 11055.3.3,2 & 110813.5) FIXED OR BUILT -IN SEATING, TABLES & COUNTERS 1. Where fixed or built -in seating, tables or counters are provided for the public and' in general employee areas, 5; but never less than 1 must be accessible, as required in Section 11225. (Sec 11225,11 2. If_ seating paces for eo le in wheelchairs are provided at fixed tables or counters, clear floor apace complying with Section 11185.4 shall be provided. Suc clear '!gar space shalt not overlap knee space by more than 19 (Sec 11225.2. Fig 115 -13) 3, If seating for people in wheelchairs is provided at fixed tables or ?counters, knee spaces at [east 27" high, 30 wide 118 - 13) and 19 deep shall be p 3' rovided, (Sec 11225, F 4. The tops of tables and counters shall be 28" to 34" from the flooror ground,(Sec 11225.4) 5. Where a single counter contains more than one transaction statron, such as ),but not limited to) a bank counter with multiple teller windows or a retail sales counter with multipl cash register stations, at least 5r, but never less than 1, of each t e of station shall be located at a section of counter t at is at let st 36" Long and no more than 28" to 34 high, Sec 11225,4) SIGNS & IDENTIFICATION 1. The International Symbol of Accessibility shall consist of' a white figure on a blue background. The blue shall be equal t Color No. 15090 in redera[ Standard 599b. tSec 11175.5.1.2) 2. All building entrances that are accessible to and usable by pe-rsons with disabilities and at every major junction along or leading to an accessible route f travel shall be identified with ❑ sign displaying the International Symbol of Accessibility and witrr additional directional signs, as required, to be visible to persons along approaching pedestrian ways. 1Sec 11175.5.7 & 11275.3) 3. When permanent identification is provided for rooms and spaces of building or site, raised letters shall be provided and shall be accompanied by Braille in conformance with Section 11175.5.6 through 11175,5.6,3, signs shall be installed on the wall dbjacent to the latch outside of the door. Where he a is no wall space on the latch side, including t double leaf doors, signs shall be placed on the nearest adjacent wall, preferably on the right, Mounting height shall be 60" above the finished tToor to the centerline of the sign. Mountin location shall be determined .so that a ef may a proach within 3" of signagqe without encounteringq protrudi qq objets or standing `'Gvitrriin the swing CT" a door. (Sec 11175.5.9) 4. When raised characters or symbols are used, they shall conform to the following: (Sec 11175,5.6) a. Characters on signs shall be raised 1/32" minimum and shall be sans -serif ercase characters accompanied by Grade 2 Braille. (se 11175.5,6,1) b. Raised characters or symbols shall be a minimum of 5/8" high. (Sec 11175.5.6.2) c, Pictorial 1175by symbol ,5 sf ns (pictograms) shall be the e urval,ent Verbs description placed direct! below t e icto ram. The border dimension of directly ppictogram shelf be a minimum of acco height. mpanie ,6,3) 5,, Letters 11175 and 3) numbers on signs shall have a width-to-height ratio of betwen 3 :5 and 1:1 and a t Croke width-ro-height ratio between 1:5 and 1;10, Sec ,5. 6. Characters and symbols shat[ contrast with their background, either light chararcters on a dart background or dark characters on a light background, shall hd.'e non -glare finishes (Sec 11175.5.5) 7. Characters and numbers on signs shall, be sized according to the viewing distance from which they are to be read. The minimum height is measured using an upper case X. Lower cas§ characters are per'nitted, For signs sus ended or projected above the finish floor in c8ipliance with Sect on 11215 11215 minimum character height shall be 3 ". (Sec 1117.5.4) 8. Contracted Grade 2 Braille shall be used wherever Braille symbols are specifically required in other portions of these regulations. Dots shall be 1/10" on centers in each cell `With 2/10" space beween cells. Dots shall be raised a inimum of 1/40' above the background. (Sec 11175,5.2 9. Tactile exit sign mounted 6C" A.F.F. per CBC section 1003.2.8.6- tactile exit signagqe shall corhply with CBC section 11175.5.1 #2 required @ eac[1' grade lever exterior exit door with the word 'exit." ELECTRICAL The center of junction box for electrical and communication system receptacle outlets shall be installed at an accessible location ,meettng the cle rances and reach range requirement of Section 1118 and not less than 15 above the floor or working platforms (11175.6.3 & 210- 7(g.1)). SANITARY FACILITIES (GENERAL) 1. Doorways leadin�gg to men's sanitary facilities shall be identified lay an equilateral triangle 1/4" thick with edges 12" tong and a vertex painting upward. Women's san tart' facilities shat be identified by a circle 1/4" thick and 12" in diameter. (Sec 1115B,5) 2. Unisex sanitar facilities shall be identified by a circle 1/4" thick, 1 in diameter, with a 1/4 thick triangle superimposed on the circle and within the 12" diameter. (Sec 11155.5) 3. Geometric (circle & triangle) symbols on sanitary facility doors shall. be centered on the door at a, het of il QOM' and their color and contrast shalt be distinct i h different from the color and contrast of the door. ( e 11155.5( SINGLE ACCOMMODATION SANITARY FACILITIES 1. There shall be sufficient sppace in the toilet room for a wheelchair measuring 0 Wide by 48 long to enter the room and permit the d to close. (Sec 11155.7.2) 2. There shall be in the room a clear floor space of at, least 60" in diameter T -she ed s ace comp! mq with Fi ures 115 -12(a) or (b). No p door shall encr'oacfr into thus sce for more than 12" except for the panel door to any water closet compartment if there is one. (Sec 1115;5,7,2. Fig 115 -1A) 3. The water closet shall be located in a s ace which provides a minimum 28" wide clear space f a fixture or a minimum 32' wide clear s ace frorh a wall at one side, The other side shall provide 18 from the centerline of the vrater closet to the wall. A minimum 48" clear space shall be rovided in front of the water closet. (Sec 1115.7.2, Fig 11B -1A) DINING, BANQUET, & BAR FACILITIES 1. Wheelchair access shall be provided to all areas where a different type of functional activity occur . provide wheelchair access to outside dining (1T045,5,3) 2, Access to disable ,seatin shall be provided with main aisles not less than 36' in clear width.(11405.5.4) 3,. Food service aisles shall be a minimum of' 36" in clear width with a preferred width of 42" where passage of stopp e,d wheelchairs by pedestrians Is desired. Tray slides shall be mounted no higher than 34' above the floor. If self - service shelVts are provided, a reasonable portion must be within the ranges shown in fig.11B -16 11045.5.5) 4, Tableware, dishware, condiments, food and beverage display shelves and dispensing devices, when located ion (11345.2.1) tables or counter to s, shall he placed 28" to 34" above the adjacent floor. These items, when located on shelves shall be placed no higher than 54' above the adjace floor, where not req red to reach over an obstru u ction, and no higher than 46' above the adjacent floor when required ,ro reach over an obstruction. An obstruction which a disabled erson is required to reach over shall, be no higher than 34 above the adjacent floor with a horizontal reach over the obstruction of' no more than 24 111045,5.6 fig 115 -17) SANITARY FACILITY FIXTURES & ACCESSORIES 17 The height of accessible water closets shall be a minimum or 17" and a maximum of 19" measured to the top of a maximum 2" high toilet seat, except that 3" seats shall be permitted only in. alterations where the existing fixture is less than 15" high. (Sec 1502.) 2., A clear floor apace 30" by 48" shall be provided in front of a lavatory to allow a forward approach. Such clear floor space shall adjoin or overlap an accessible route and shall extend into 11158.9, knee an 1,1, fr toe ig 11 5 ac-15e ) underneath the lavatory. (Sec . 3. Lavatories when located adjacent to a side wall or partition shall be mounted with a minimum distance of 18" to 11B -1A,) the centerline of the fixture. (Sec 1504.2.1 Fig 4. Lavatorie that are designated to be acne sible shall �e mounted with t e rim or edge no higher than 4 above the finished floor and with a vertical clearance measured from the bottom of the apron or outside bottom edge of the Lavatory of 29 ", reducing to '27" at a point located 8" back fra'm the front edge. Knee clearance below the lavatory shall extend a mirl'imum of 30" in width by 17' in depth. Toe clearance shalt be the some width and shall be a minimum of 9' high from the floor and a minimum of 17" deep from the front of the lavatory. 5. Hot water and drain pipes accessible under lavatories shall be insulated or otherwise covered. There shall be no sharp or abrasive surfaces under lavatories. 6. Controls for water closet flush valves shall be mounted on the wide side of toilet areas. 7. Water closet and urinal flush valve controls, and faucet and operating echanism controls, shall be operable with' one h'nd, shall not require tight 1 p, in , incr1incr or twisting of the wrist and shall be mounted no more t?lan 44 above the floor. 6" in 8. The force required to activate water closet and urinal flush vale controls and faucet and operating mechanism controls, shall be no reater than 5 lbf. Electronic or automatic �,- flushing controls are acceptable and preferable. i(Se;c 9. Mirrors shah be mounted with the higher than 40' from the floor. 15ec 11155.9.1.2) bottom edg1 no 10, Where towel , sanitary napkins, waste receptacles and other similar dispensing and disposal fixtures are g. provided, tat lean - t one of each type shaft be located all operable arts, including coin slots, within 40 from the finished floor. (Sec 11155.9.2) N Vs a with /LL )f J r``•. .sr• � tQ 11. Toilet tissue dispensers shall be located on the cif '` '''� ' `•'" within 12 of the front edgqe of the toilet seat and no lower than 19' from the floor, Dispensers that control delivery or that do not permit continuo s paper flow ah not be used. (Sec 11155,9.3. Fig 115 12, Toilet room floors shall have a smooth, hard, non - absorbent surface such as portland cement, ceramic ti[e or other approved raterial which extends upward onto the walls at least 5 ". Walk within water closet compartments and walls within 24' of the front and sides of urinals shall be similarly finished to a height of 48" and, except for structural elements, the materials used in such walls shall b ❑ 1 11 a which is not adversely affected by moisture, ( Sec GRAB BARS 1. Grab bars at the side shall be at least 42" Ion with the front end positioned 24" in front of the water closet stool and with the back end positioned no more than 12 11 from the rear wall, Grab bdrs at the back shat[ be not less than 36' lang. (Sec 11155,8,1. Fig 11B -1A, 8 & C) 2. Grab bars shall be securely attached 33" above and parallel to the floor, except that where a tank -type u toilet is used which obstructs plot menns at 33', the grab ar may be as high as 36 (Sec 11155,8,1, Fig 1B -1A.) 3. The diameter or width of the gripping surfaces of a grab bar shall be 1 -1/4' to 1 - 1/2" or the shape shall provide an equivalent gripping surface. If grab bars r mounted adjacent ro p d wt5Ll, the space between the wall and the crab bars shajl be 1 -1/ 2". (Sec 11155.8,2, Hg 11B-1C. 4. The structural strength of grab bars tub and shower seats, fasteners and mbuntinq devices s 'ha[[ meet the following specifications; (Sec 1155,8,3) a. Bending stress in a grab bar or seat induced by the maximum bending moment from th application of a 250 -1b point load shalt be less than the allowable stress for the material of the grab bar or seat. (Sec 11155,8.3,1) b. Shear stress induced in a grab bar or seat by the application of a 250 -1b point [(Dad shall be less than the allowable shear ,stress for the material of the grab bar or seat and its mounting bracket or other support fa considered to be fully restrained, then direct and torsional shear stresses shall not exceed the allowable shear stress. Sec. 11158.8.3.2 or c. Shear force induced in fastener or mounting.' evices from the application of a 250 -1b point load shall be less than the allowable lateral load of either the fastener or . mounting device or the supporting structure, whichever `has the smaller allowable load. (Sec 1115 5.8.3.3) d. Tensile force induced in a fastener by a direct tension force of a 250 -lb point load, plus the maximum moment from the application of a 250 -Ib point load, shall be [ass than the allowable withdrawal loo between thefastener and supporting structure. (Sec 11155.8.3.4) e. Grab bars shall not rotate within their fittings, (Sec 11155.8.3.5) 5. The grab bar and any wall or other, surface adjacent to it shall ee free of any sharp or abrasive elements. Edges shallot* a minimum radius of 1/8 ", (Sec 11155,8.4) ALTERATIONS TO EXISTING BUILDINGS & FACILITIES 1. Furthermore, the requirements for New Building standards shall include the following areas. a, A Primary entrance to the r facility and the primary path of travel to the specific addition.(11345.2.1) area of' alteration, structural repair or b. Existing sanitary facilities drinking fountains and public telephones serving the area` of alteration, structural repdir or addition must fully comply. "r. RECc!1/El_7 CITY OF TOWA /1± A NOV 0 / ?O PEf�I� T C EI '► : PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS. DESIGNS, SKETCHES, IDEAS, ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECT'S WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. INC. & VIGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO O1NER. AND NOT FOR OTHER RELATED. IMPLIED. QR FUTURE WORK(S) OR PROJFCT(S) • REVISIONS: e • ISSUE DATE: • 1ST 2ND 3RD 4TH 5TH 16TH • ARCHITECT ■ II SEAL: • VIGEN e PROJECT: • ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4-08-D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. PLAN CHECK RESUBMITTAL 11/05/07 SITE DEVELOPMENT & ACCESSIBLE ROUTE OF TRAVEL.NOT A PART OF THIS PERMIT. SITE WORK PART OF THE SHELL PERMIT.) 1. AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE BOUNDARY OF TH SITE SHALL BE PROVIDED FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING AND ACCESSIBLE PASSENGER LOADING ZONES, AND PUBLIC STREETS OR SIDEWALKS, TO THE ACCESSIBLE BUILDING ENTRANCE THEY SERVE. THE ACCESSIBLE ROUTE SHALL, TO THE MAXIMUM EXTENT FEASIBLE, CONINCIDE WITH THE ROUTE FOR THE GENERAL PUBLIC. (11148.1.2) 2. THE ACCESSIBLE ROUTE OF TRAVEL SHALL BE THE MOST PRACTICAL DIRECT ROUTE BETWEEN ACCESSIBLE BUILDING ENTRANCES, ACCESSIBLE SITE FACILITIES, AND THE ACCESSIBLE ENTRANCE TO THE SITE. (11278,1) ACCESSIBLE PARKING 1. ACCESSIBLE PARKING SPACES SERVING A PARTICULAR BUILDING SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE ENTRANCE (AS NEAR AS PRACTICAL TO AN ACCESSIBLE ENTRANCE). (11295.1) 2. IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING, ACCESSIBLE PARKING SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL TO AN ACCESSIBLE PEDESTRIAN ENTRANCE OF THE PARKING FACILITY. (11295.1) 3. WHERE SINGLE ACCESSIBLE PARKING SPACES ARE PROVIDED, THEY SHALL BE 14' WIDE AND OUTLINED TO PROVIDE 9' PARKING AREA AND A 5' LOADING AND UNLOADING ACCESS AISLE ON THE PASSENGER SIDE OF THE VEHICLE. THE WORD "NO PARKING" SHALL BE PAINTED ON THE GROUND WITHIN EACH FIVE -FOOT LOADING AND UNLOADING ACCESS AISLES. THIS NOTICE SHALL BE PAINTED IN WHITE LETTERS NOT LESS THAN 12 INCHES HIGH AND LOCATED SO THAT IT IS VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS. (11295.4.1, FIG 11B -18B) 4, WHEN MORE THAN ONE ACCESSIBLE PARKING SPACE IS PROVIDED, IN LIEU OF PROVIDED A 14' WIDE SPACE FOR EACH PARKING SPACE, TWO SPACES CAN BE PROVIDED WITHIN A 23' WIDE AREA LINED TO PROVIDE A 9' PARKING AREA ON EACH SIDE OF A 5' LOADING AND UNLOADING ACCESS AISLES. THIS NOTICE SHALL BE PAINTED IN WHITE LETTERS NOT LESS THAN 12 INCHES HIGH AND LOCATED SO THAT IT IS VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS. (112 95,4,1, FIG 115 -18A & C) 5. ONE IN EVERY EIGHT ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE SERVED BY ACCESS AISLE 96" WIDE MINIMUM PLACED ON THE SIDE OPPOSITE THE DRIVER'S SIDE WHEN THE VEHICLE IS GOING FORWARD INTO THE PARKING SPACE AND SHALL BE DESIGNATED "VAN ACCESSIBLE ', ALL SUCH SPACES MAY BE GROUPED ON ONE LEVEL OF A PARKING STRUCTURE. (FIG. 11B-185, 11295.4.2) 6. THE MINIMUM LENGTH OF AN ACCESSIBLE PARKING SPACE SHALL BE 18', (11295,4,1, FIG 115-18A, B & C) 7, ACCESSIBLE PARKING SPACES SHALL BE SO LOCATED THAT PERSONS WITH DISABILITIES ARE NOT COMPELLED TO WHEEL OR WALK BEHIND PARKED CARS OTHER THAN THEIR OWN, RAMP SHALL NOT ENCROACH INTO ANY ACCESSIBLE PARKING SPACE OR THE ADJACENT ACCESS AISLE, THE MAXIMUM CROSS SLOPE IN ANY DIRECTION FOR BOTH PARKING SAPCE AND ACCESS AISLE SHALL NOT EXCEED'/ 2SLOPE. (11295,4.3) 8, SURFACE SLOPES OP ACCESSIBLE PARKIGN SPACES SHALL BE THE MINIMUM POSSIBLE AND SHALL NOT EXCEED 1 UNIT VERTICAL TO 50 UNITS HORIZONTAL. (11295,44) 9. ALL ENTRANCES TO AND EXITS FROM A BUILDING AND VRTICAL CLEARANCES WITHIN PARKING STRUCTURES SHALL HAVE A MINIMUM VERTICAL CLEARANCE OF 8' -2" TO ANY BEAM, CEILING, PIPE ETC,, WHERE REQUIRED FOR ACCESSIBILITY TO ACCESSIBLE PARKING SPACES. (11305) 10. IN EACH PARKING AREA, A BUMPER OR CURS SHALL BE PROVIDED AND LOCATED TO PREVENT ENCROACHMENT OF CARS OVER THE REQUIRED WIDTH OF WALKWAYS. (1129B.4.3, FIG 115 -18A, B & C) 11. PEDESTRIAN WAYS WHICH ARE ACCESSIBLE TO PEOPLE WITH DISABILITIES SHALL BE PROVIDED FROM EACH ACCESSIBLE PARKING SPACE TO RELATED FACILITIES, INCLUDING CURB CUTS OR RAMPS AS NEEDED. (11295.4.3, FIG 115 -18A, 5 & C) 12. CURB RAMPS SHALL NOT ENCROACH INTO ANY PARKING SPACE, WITH THE EXCEPTION OF A TRANSITION RAMP FROM A LOADING /UNLOADING AREA TO AN ADJACENT WALK /SIDEWALK. THE TRANSITION RAMP SHALL SE A MINIMUM OF 48" IN WIDTH, A MAXIMUM OF 60" IN LENGTH, WITH A MAXIMUM SLOPE OF 1:12 AND WITH FLARED SIDE SLOPES OF 1 VERTICAL TO 10 HORIZONTAL MAXIMUM. (11295.4.3, FIG 11B -18A, B & C) 13, EACH PARKING SPACE RESERVED FOR PERSONS WITH DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTE IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE, CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN AREA AND, WHEN IN A PATH OF TRAVEL, SHALL BE POSTED AT A MINIMUM HEIGHT OF 80" FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISHED GRADE. (11295/5, FIG 115 -18A, 5 & C) F :\Dwg\Panda Express \VH702.020_Sauth Center Square_Tukwila WA\S408D1677 T- 12.dwg, 8/3112007 11:18:25 AM, Mirhdleh, Michelleh 14. SIGNS TO IDENTIFY ACCESSIBLE PARKING SPACES MAY ALSO BE CENTERED ON A WALL AT THE INTERIOR END OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 36" FROM THE PARKING SPACE FINISHED GRADE, GROUND OR SIDEWALK. (11295.5) 15. VAN ACCESSIBLE PARKING SPACES SHALL HAVE AN ADDITIONAL SIGN STATING 'VAN ACCESSIBLE" MOUNTED BELOW THE SYMBOL OF ACCESSIBILITIES. (11295,5) 16. AN ADDITIONAL SIGN SHALL ALSO SE POSTED, IN A CONSPICUOUS PLACE, AT EACH ENTRANCE TO OFF - STREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE. THE SIGN SHALL BE NOT LESSTHANT 17" BY 22" IN SIZE WITH LETTERING NOT LESS THAN 1" IN HEIGHT, WHICH CLEARLY AND CONSPICUOUSLY STATES THE FOLLOWING: (11295.5) "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY SE TOWED AWAY AT OWNER'S EXPENSE, TOWED VEHICLES MAY BE RECLAIMED AT OR BY TELEPHONING '1 17. THE SURFACE OF EACH ACCESSIBLE PARKING SPACE OR STALL SHALL HAVE A SURFACE IDENTIFICATION DUPLICATING EITHER OF THE FOLLOWING SCHEMES; (11295.5, FIG 115-18A, B & C) A. BY OUTLINING OR PAINTING THE STALL OR SPACE IN BLUE AND OUTLINING ON THE GROUND IN THE STALL OR SPACE IN WHITE OR SUITABLE CONTRASTING COLOR A PROFILE VIEW DEPICTING A WHEELCHAIR WITH OCCUPANT; OR 5. BY OUTLINING A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON BLUE BACKGROUND. THE PROFILE VIEW SHALL BE LOCATED SO THAT IT IS VISIBLE TO A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN THE SPACE AND SHALL BE 36" HIGH BY 36" WIDE. CURB RAMPS 1. CURB RAMPS SHALL BE A MINIMUM OF 4' IN WIDTH AND SHALL LIE, GENERALLY, IN A SINGLE SLOPED PLANE, WITH A MINIMUM OF SURFACE WARPING AND CROSS SLOPE, (11275,5.2) 2. THE SLOPE OF CURB RAMPS SHALL NOT EXCEED 1 VERTICLE TO 12 HORIZONTAL. (11275.5.3) WHEN AVAILABLE 1 :20 IS PREFERRED MAXIMUM CROSS SLOPES ARE ALWAYS 2% 3. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES, EXCEPT THAT THE LOWER END OF EACH CURB RAMP SHALL HAVE A 1/2" LIP BEVELED AT 45 DEGREES. (11275.5.3 & 5) 4. MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE, SHALL NOT EXCEED 1;20 WITHIN 4' OF THE TOP AND BOTTOM OF THE CURB RAMP. THE SLOPE OF THE FANNED OR FLARED SIDES OF CURS RAMPS SHALL NOT EXCEED 1 VERTICAL TO 10 HORIZONTAL. (11275.5.3) 5. A LEVEL LANDING 4' DEEP SHALL BE PROVIDED AT THE UPPER END OF EACH CURB RAMP OVER ITS FULL IWDTH TO PERMIT SAFE EGRESS FROM THE RAMP SURFACE, OR THE SLOPE OF THE FANNED OR FLARED SIDES OF THE CURB RAMP SHALL NOT EXCEED 1 VERTICAL TO 12 HORIZONTAL. (11275,5,4) 6. THE SURFACE OF EACH CURB RAMP AND ITS FLARED SIDES SHALL BE STABLE, FIRM, AND SLIP- RESISTANT AND SHALL BE OF CONTRASTING FINISH FROM THAT OF THE ADJACENT SIDEWALK. (112715,5,6) 7. ALL CURB RAMPS SHALL HAVE A GROOVED BORDER 12" WIDE AT THE LEVEL SURFACE OF THE SIDEWALK ALONG THE TOP AND EACH SIDE APPROXIMATELY 3/4" ON CENTER. ALL CURB RAMPS CONSTRUCTED BETWEEN THE FACE OF THE CURB AND THE STREET SHALL HAVE A GROOVED BORDER AT THE LEVEL SURFACE OF THE SIDEWALK. (1127B.5,7, FIG 115 -19C & 115 -2OGH) 8. A CURB RAMP SHALL HAVE A DETECTABLE WARNING THAT EXTENDS THE FULL WIDTH AND DEPTH OF THE CURB RAMP INSIDE OF GROOVED BORDER WHEN THE RAMP SLOPE I5 LESS THAN 1 VERTICAL TO 15 HORIZONTAL. DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9" AT THE BASED TAPERING TO 0.45" AT THE TOP, A HEIGHT OF NOMINAL 0.2 ", AND A CENTER -TO- CENTER SPACING OF NOMINAL 2.35 ", IN COMPLIANCE WITH FIGURE 115 -23, "NOMINAL ", AS USED HERE, SHALL BE IN ACCORDANCE WITH SECTION 12 -31 -102, STATE REFERENCED STANDARDS CODE, THE DETECTABLE WARNING SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT --ON -DARK OR DARK -ON- LIGHT, THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. THE DOMES MAY BE CONSTRUCTED IN A VARIETY OF METHODS, INCLUDING CAST -IN -PLACE OR STAMPED, OR MAY BE APRT OF A PREFABRICATED SURFACE TREATMENT. ONLY APPROVED DSA /AC DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES SHALL BE INSTALLED AS PROVIDED IN THE CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 1, ARTICLES 2, 3, AND 4. (11275.5,8) 9, A CURB RAMP SHALL HAVE A DETECTABLE 10. BEVEL ALL ABRUPT CHANGES IN LEVEL WHICH EXCEED 1/2" PER FOOT W /SLOPE NO GREATER THAN 1 VERTICAL IN 12" HORIZONTAL AND SHOW COMPLIANCE W /CURB RAMP REQUIREMENT IN SECTION 11275.5. SEE SEC. 11335,7.4, CSC. DOORS 11. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED CARS. (11275.5.9) ENTRANCES & EXITS 1, ALL ENTRANCES AND ALL EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE TO PERSONS WITH DISABILITIES, (11335,1,1.1) 2. DURING PERIODS OF PARTIAL OR RESTRICTED USE OF A BUILDING OR FACILITY, THE ENTRANCES USED FOR PRIMARY ACCESS SHALL BE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES. (11335,1.1.1,3) 3, RECESSED DOORMATS SHALL SE ADEQUATELY ANCHORED TO PREVENT INTERFERENCE WITH WHEELCHAIR TRAFFIC. (11335,1.1,1.3, FIG 115 -25) 4. EVERY REQUIRED EXIT DOORWAY WHICH IS LOCATED WITHIN AN ACCESSIBLE PATH OF TRAVEL SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES, SHALL HAVE A MINIMUM CLEAR OPENING OF 32 ", AND SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3' IN WIDTH AND NOT LESS THAN 6' -8" IN HEIGHT. (11335.1.1.1.1, 1133 5,2.2) 1. MANUALLY OPERATED EDGE -OR SURFACE - MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE PROHIBITED. WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOOR KNOB OR SURFACE- MOUNTED HARDWARE, THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRED MORE THAN ONE OPERATION. (1003.3.1.7) 2. WHEN INSTALLED, EXIT DOORS SHALL BE CAPABLE OF OPENING SO THAT THE CLEAR WIDTH OF EXIT IS NOT LESS THAN 32 ". (11338.1.1.1.1, FIG 115 -55 & 115 -33) 3, FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. (11335,2,3, FIG 11B- 33(a)) 4. THE WIDTH OF THE LEVEL AREA ON TH SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 24" PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND 18" PAST THE STRIKE EDGE FOR INTERIOR DOORS. WHERE THE DOOR I5 RECESSED OR LOCATED IN AN ALCOVE, THE PROJECTION DISTANCE ALLOWED TO PROJECT INTO THE REQUIRED DOOR STRIKE CLEARANCE MEASURED FROM THE FACE OF THE WALL TO THE FACE OF THE DOOR IS LIMITED TO 8 ". (11335.2,4,3, 11335.2.4.5, FIG 118- 33(a)) 5. WHEN THE DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL SE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM THE LATCH, MEASURED TO THE LANDING EDGE OF THE DOOR, (11335.2.5.1) FLOORS AND LEVELS 1. IF CARPET OR CARPET TILE IS USED ON A GROUND OR FLOOR SURFACE, IT SHALL BE SECURELY ATTACHED; HAVE A FIRM CUSHION, PAD OR SACKING OR NO CUSHION OR PAD; AND HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT /UNCUT PILE TEXTURE. THE MAXIMUM PILE HEIGHT SHALL BE 1/2 ". EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH SECTION 11245.2. (112 4B.5, FIG 115 -75) 2, IF GRATINGS ARE LOCATED ON FLOORS, THEN THEY SHALL HAVE SPACES NO GREATER THAN 12" WIDE IN ONE DIRECTION. IF GRATINGS HAVE ELONGATED OPENINGS, THEY SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. (11245,4, FIG 115 -75) CORRIDORS & AISLES 1. EVERY CORRIDOR SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL NOT SE LESS THAN 44" IN WIDTH. HAZARDS AND PROTRUDING OBJECTS 1. IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL SE DEGINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS 36" WIDE, COMPLYING WITH SECTION 1024.3. (11335.8.5) EMPLOYEE WORK AREAS & WORK STATIONS 1. EMPLOYEE AREAS SHALL CONFORM TO ALL REQUIREMENTS OF THE OFFICE OF THE STATE ARCHITECT /ACCESS COMPLIANCE SECTION IN THE WASHINGTON BUILDING CODE, PLUMBING CODE, AND ELECTRICAL CODE. (11235.1) 2. SPECIFIC WORK STATIONS, WITH THE EXCEPTION OF WORK STATIONS IN SALES FACILITIES, CHECK STANDS, TICKET BOOTHS, AND OTHER WORK STATIONS WITH SPECIFIC REQUIREMENTS CONTAINED IN OTHER PORTIONS OFTHE REGULATIONS, NEED ONLY COMPLY WITH AISLE WIDTH AND FLOORS AND LEVELS, AND ENTRYWAYS SHALL BE 32" IN CLEAR WIDTH. (11235.2) SIGN & IDENTIFICATION 1. WHEN PERMANENT IDENTIFICATION I5 PROVIDED FOR ROOMS AND SPACES OF A BUILDING OR SITE, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTION 11175.5.2 THROUGH 11175.5.7. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO TE LATCH OUTSIDE OF THE DOOR. WHERE THERE I5 NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAP DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60" ABOVE THE FINISHED FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED 50 THAT A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR, (11175.5.1.1, 11175.5.7) 2. WHEN SIGNS DIRECT TO OR GIVE INFORMATION ABOUT PERMANENT ROOMS AND SPACE OF BUILDING OR SITE, THEY SHALL COMPLY WITH SECTIONS 11175.5.2, 11175.5.3, 11175.5.5, 11175.5.6, 11175,5.7. MEANS OF EGRESS SIGNS AND IDENTIFICATION FOR VISUAL EXIT SIGNS, GRAPHICS, ILLUMINATION, POWER SOURCE, TACTILE EXIT SIGNAGE, TACTILE STAIR LEVEL IDENTIFICAITON AND SPECIAL EGRESS CONTROL DEVICES SHALL COMPLY WITH SECTIONS 1003.2.8.1, 1003.2.8.5, 1003.2.9, 1003.2.10 AND 1003,3.1.10. (111715.5.1.3) 3. CHARACTERS ON SIGNS SHALL HAVE A WIDTH - TO-HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH -TO- HEIGHT RATIO BETWEEN 1:5 AND 1 :10. (11175,5,3) 4, CHARACTERS, SYMBOLS AND THEIR BACKGROUND SHALL HAVE A NON -GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS ON A DRAK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. (11175,5.2) ELECTRICAL THE CENTER OF THE GRIP OF THE OPERATING HANDLE OF CONTROLS OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, HEATING, AND VENTILATING EQUIPEMTN SHALL MEET THE REQUIREMENTS OF PART 2, WASHINGTON BUILDING CODE (IBC), SECTION 11185, SPACE ALLOWANCE AND REACH RANGES, FOR PERSONS WITH DISABILITIES AND SHALL NOT BE MROE THAN 48" ABOVE THE FLOOR OR WORKING PLATFORM. (3- 380 -8(c)) 2. THE CENTER OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LCOATED 48" ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE, OR SIDEWALK. (3- 760 -16) SANITARY FACILITIES (GENERAL) 1. SANITARY FACILITIES THAT SERVE BUILDINGS, FACILITIES OR PORTIONS OF BUILDINGS OR FACILITIES THAT ARE REUIRED TO BE ACCESSIBLE BY THESE STANDARDS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 11155.1, (11155,1) SINGLE ACCOMMODATION SANITARY FACILITIES 1. ALL DOORS, FIXTURES, AND CONTROLS SHALL BE ON AN ACCESSIBLE ROUTE WITH MINIMUM CLEAR WIDTH OF 36" EXCEPT AT DOORS. IF A PERSON IN A WHEELCHARI MUST MAKE A TURN AROUND AN OBSTRUCTION , THE MINIMUM CLEAR WIDTH OF THE ACCESSIBLE ROUTE SHALL BE AS SHOWN IN FIGURE 115 -5E. (11155,7,2) ALTERATIONS TO EXISTING BUILDINGS & FACILITIES 1, WHEN ALTERATION, STRUCTURAL REPAIR, OR ADDITIONS ARE MADE TO EXISTING BUILDINGS OR FACILITIES, THOSE ALTERATIONS SHALL COMPLY WITH ALL PROVISIONS FOR NEW BUILDINGS STANDARDS. THESE REQUIREMENTS SHALL APPLY TO ONLY THE AREA OF SPECIFIC ALTERATION, STRUCTURAL REPAIR OR ADDITION. (11345,2) 2. FURTHERMORE, THE REQUIREMENTS FOR NEW BUILDINGS STANDARDS SHALL INCLUDE THE FOLLOWING AREA: (11345.2.1) A. A PRIMARY ENTRANCE TO THE BUILDING OR FACILITY AND THE PRIMARYPATH OF TRAVEL TO THE SPECIFIC AREA OF ALTERATION, STRUCTURAL REPAIR OR ADDITION, 5, EXISTING SANITARY FACILITIES, DRINKING FOUNTAINS AN SIGNS AND PUBLIC TELEPHONES SERVING THE AREA OF ALTERATION, STRUCTURAL REPAIR OR ADDITION MUST FULLY COMPLY. DINING, BANQUET, & BAR FACILITIES 1, ACCESS TO FOOD PREPARATION AREAS SHALL COMPLY WITH THE PROVISIONS FOR ENTRANCE DOORS AN DOORWAYS IN SECTION 1004, AND AISLES IN SECTION 1004.3.2 AND 1004.3.2.2. RECEIVED CITY OF TUKV. NOV 0 7 2(lE7 PERMIT I Calf R PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS, DESIGNS. SKETCHES. IDEAS, ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. Sc VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECT'S WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. INC & VIGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATE° ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER. AND NOT FOR OTHER RELATED.IMPJJED OR FUTURE WORK(S) OR PROJECT(S), • REVISIONS: • REV. A A A A A 1ST 2ND 3RD 4TH 5TH DATE ■ ISSUE DATE: • • ARCHITECT • VIGEN ■ PROJECT: • DESCRIPTION BY ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE " 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4- 08 -D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. • SEAL: • PLAN CHECK RESUBMITTAL 11/05/07 LEVEL LANDING HORIZONTAL PROJECTION OR 32" MIN. 32" MIN. 12° MIN. i n Q .� III CLEAR 36" MIN. swoon • • • • ■ ■ w ■ ■ CLEAR 12" MIN. III = „LZ > 3�.— „ _� ♦_� _� •_ I t* � +� .i:i�i�i:*:i:i:i:i� • , • ❖• ❖••• ❖• ❖� g;:;:;:::;:;;;:; •• _ ��:••�• ❖• ❖.. CO DOOR 32" MIN. II I MIN. • A MAXIMUM lip FOLDING 12" I 1 1 •• DOOR WAY 32" LEVEL LANDING �'mm " _ III IIIu 36" MIN. ` () INTERNATIONAL TDD SYMBOL DEPTH I CLEAR / � /f / �`�� l �� irr a"�r - -- — �II�II =IIII =IIIII — �L� „8 — 172\, — �- • �'•'•'�' :'• +•+ *•''•• "!'� "•� *•' 12" MIN .� I I „LZ > � : MIN. SLIDING DOOR 32" MIN. SLOPE MAXIMUM RISE (INCHES) MAX. HORIZ. PROJECTION (FEET) z 1i , 0 , (a PROPORTIONS ar. =. — IIIIII IIIIIII_ 36" MIN (a) VERTICAL GUARD RAILS = CLEAR � DE`T a r IL 4 141 v ;p. ( \. . ❖._. ; +: ❖; ❖;•;•;•;❖ _..,.. + +� + +��4 i i : : ....�� ' '. 1 ' `� (b) i ♦ i ) •;•;•; ❖: ❖: ❖:•:� _ �.. . . ........., 1:12 1:16 TO C1:1 TQ [1:2 30 30 30 40 � 4 • , ` / 1 HINGE DOOR 1. EXPO 'I FACE OF WALL SPLI FAC B 2. C• CRETE FOOTING - SEE STRUC RAL. 3 YPICAL GUARD RAIL. COLOR TO MA' H BUILDING (DUNN EDWARD SP2240 RIVERBED) 4. FINISH GRADE. 5. SAW CUT BLOCK WALL REQUIRED. (b) DISPLAY CONDITIONS ACCESS INTERNATIONAL HEARING LOSS 4 SINGLE RAMP DIMENSIONS 16 GUARD RAIL @ RETAINING WALL INTERNATIONAL SYMBOLS 8 CLEAR DOORWAY WIDTH AND DEPTH 1211 HANDRAIL PX TENSI N S & E ID NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE FLARED SIDE 10 ! (0) FLARED SIDES PLANTING OR OTHER NON- (b) 48" T.O. -IM 19" FACE OF WALL „ APPROX. 1.67 CD © 0 © 0 0 a�I O ' % 41 "MAX. 39' MIN. 36" MIN. \ �� z �\/ a r7 \ - ;;" .z_r - e �� MIN. x � \i�w/� •~ zo a o 0 � o F.F. - v 'NIW „6 , � 48" - _ tirir + = F.F. . v �� < - d- NIIN „6i F.F. a V i F.F. F.F. cz \-\ /i ii /i (a) N �� crT eL • a o a a a o o HIGH FORWARD REACH LI LAVATORY TOILET PAPER \a7 X AT NSULATE & HOT DRAIN PE WATER PIP ! LAVATORY WALL PAPER TOWEL DISPENSER DISPENSER �� r DRINKING FOUNTAIN FACE OF WALL \ Q © o 0 =1 „N 1 - _ �/y �[� FACE OF 41 "MAX. 2.35" APART 45" AT TOP � raill� Ni--___,____ . 1/ A�� 4 IN. 2 39' MIN. 42" 36 MI FACE OF WALL .9" AT BASE r /, \ f / • ' r / ��999 6" MAX. TYPICAL PLAN RETURNED CURB GLASS MIN. ■ I ` fl \ . , F.F. IF X IS LESS THAN 4' THEN THE SLOPE OF THE FLARED SIDE SHALL NOT EXCEED 1:12. 48° 48" " T \ B.O. \ c d \ - \ d ao r) , E1WP F .F. i M _ r7 T _ rn F.F. J ` ■ NO E: x SbALL BE [ 25 "; Z SHALL BE 7 X. WHEN X C 2D ", THEN Y SHALL BE 48" MAX. WHEN X IS 20" - 25 ", THEN Y SHALL BE 44" MAX. FORWARD REA OVER AN OBSTRUCTION I T.O. SEAT / \ F.F. N- \ _ F.F. 1 f TAPERED EDGES WHERE MAXIMUM EXPOSED TYPICAL SECTION A -A MIRROR GRAB BAR - SIDE - REAR 18" URINAL GRAB BAR MI TOILET SINGLE RAMP DIMENSIONS SIDE OF CURB RAMPS 13 FORWARD REACH 9 FIXTURE MOUNTING HEIGHTS NOT TO _ NOT TO SCALE NOT TO SCALE NOT TO SCALE MIRROR -7 17 MIN. VALVE - �� CLEAR MAX- 30•' A HAS BOTH HINGE SLIDE DOORS SLIDING \ HAS CLOSER. : ¢ ANY WIDTH NOTE: X IN „8 A >- 24" IN— / / itill I• p m " o ins. PUSH SIDE I F DOOR AND CLOSER. SIDE NOTE: Y =48" PUSH SIDE MIN- IF DOOR �• NOTE: Y PUSH =48" MIN. SIDE IF DOOR • 0 N ►=•!•'-+!�!�!+! + +- i +!•' +!•!•!•!•!•'•!•!•' _ MI =12" LATCH PULL BOTH LATCH AND PULL SIDE HAS CLOSER PULL SIDE POST A 48" MIN. / - J, 30" I J, SEE PLANS ELEVATION a ) SIDE REACH POSSIBLE X PLAN /1; ., (a) n 'NM „09 4 PRE R RE D \ r IN. E•t•+r:•:+ :: •• +••••� 19 MAX, i•� +:•'•� +:•:Q•��.�. !��:•a +�r� +�� X '" � :,• z �p I A � �`� �•� � 1 II + Ili- I � I Iit _ l I. Tr l `� FLOOR SPACE - PARALLEL APPROACH 30•' 24" �) � 1s" MIN. 10" � _ - - - -_ � NOTE: SIDE SWI NGING Y =54" IF DOOR HAS CLOSER (e APPROACHES- DOORS ,.• -.• u.. NOTE: IF Y =60" THEN X =36" MIN., ` � V I I I ' (a FRONT APPROACHES- SWINGING DOORS IF Y =54" THEN X =42" MIN. (C SIDE APPROACHES- LATCH SWINGING DOORS >< m MAX. ELEV. TO r a N I ¢ < _ co N - z w m , g n NOTE: I 1 °MIN � , 'NIA „6Z HIGHEST OPERABLE PARTS WHICH ARE _ ESSENTIAL TO BASIC - co OPERATION OF d TELEPHONE- - 6MIN. I ♦ �� r r i •mk I , iown p, ow: , ,.,.,,,.,.,, Q = `� I M f � / • � ' MIN, ••' +••+ +'•; '' i i I EIU 0" MIN q111\3 j 4" N 30 6' PROTECTED PIPING MAC ELEVATION (b) FORWARD REACH REQUIRED PLANS ( ll MAXIMUM S�E REACH HIGH AND LOWbDE REACH LIMITS OVER OBSTRUCTIONS (()) & FRONT APPROACHES- DING FOLDING SLIDING ) SIDE (d) LATCH SIDE (A PPROACHES- & FOLDING DOORS SLIDING & FOLDING DOOFS // NOTE: ALL DOORS IN ALCOVES FOR SHALL COMPLY WITH OF APPROACH THE CLEARANCES FRONT APPROACHES. DIRECTION TWO HINGED DOORS IN SERIES 18 LAVATORY CLEARANCES 14 SIDE REACH 10 MANEUVERING CLEARANCES AT DOORS 6 MOUNTING HEIGHTS S 0 CLEARANCES FOR TELEPHONES NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE TiMIN NOT T0. SCALE" 5A: "NO SMOKING" SIGNS TO BE MIN- 40 IN. SQ.; LOCATED 60" ABOVE FINISHED FLOOR. NOTES: SIGNS TO INCLUDE INTERNATIONAL SYMBOL IN 1. SIGNAGE TO COMPLY WITH ALL RED AND 1" LETTERS BELOW SAYING NO DISABILITIES ACT AMERICANS WITH SMOKING ". 2. DOOR SIGNS TO BE CONSTRUCTED NOTE: FROM "THICK PLASTIC OR HEAT j i , ' =' / r ' ;. r 18" 28" MIN- ; - ° "` 18 28 MIN. . 1. 32" MIN. • 18" „ ;: . - y .s4,\ ti - _, �~ ! z _ a te. ., : . : ^ y ` ' IN ADDITION TO THE 12" STAMPED FIGURES. COLORS AS SYMBOLS + 60" ON REST- SELECTED BY ARCHITECT, CENTER ON ROOM DOORS PROVIDE SIGN DOOR DOOR AT +60" A.F.F. TO CENTERLINE �4 �� 4 IF - 11 . �� CLEAR FLOOR SPACE RE F �,:. A � 2 NOV 0 w 0 z w °° ¢ ¢ � x E r r ■ `t' C w ca ., LAV. . _� LAv MOUNTED + 60' ON WALL AT LATCH SIDE OF DOOR. � \�. OF SIGN. _� z n ' � �� :� * �;�:�: �:� + * :� +� ♦♦� +�♦�� ♦� +�♦� ♦ ♦•�, �� +�� ♦�� + + ♦r��♦ r4*;s*;s: . �� ♦�� +�� / T • ♦ � 1/4" THICK NON-ILLUMINATED ACRYLIC SIGNAGE WITH GRADE #2 I _ 7"`� w J m ¢ v n n 'NM „8 'xvIN „9b ir 0 I 0 I 6" HIGH RAISED �� \ I ir) .�.�.d „0 -1Q NON -GLARE MATTE - FINISH. 2" BRAILLE 12 CIRCLE _ r r ""',� = ! 4 ' CLEAR FLOOR SPACE z N CLEAR FLOOR SPACE CLEAR = d SPACE ' ^ ` cn WHEELCHAIR LOGO P MEN'S WOMEN'S r i 'ESTROOM ; i' i ,�� / , , AND THE PLAQUE BACKGROUN COLOR AS SELECTED BY ARCHITECT CONTRASTING COLORS. 0 / o ¢ \ , I CLOS�IS a b SHELVES � " SEE 17/A --3.0 F ADDITIONAL ACCESSIBLE �� 1 RAISED LETTERS „0 M` ± •••/ X SIGNATURE REQUIREMENTS 12 EQUILATERAL X PERMIT CENTER GRADE #2 BRAILLE TRIANGLE HCAP SIGNAGE CLOSETS AND STORAGE SHELVES CLEAR FLOOR SPACE AT WATER CLOSETS VAT RIES CLEAR FLOOR SPACE AT LA O 4 = _ 3�8” 1' D � -441 - : as NOT TO SCALE NOT TO SCALE NOT TO SCALE PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE, ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS. DESIGNS. SKETCHES, IDEAS, ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECT'S WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. INC. & VIGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER. AND NOT FOR OTHER RELATED. IMPLIED. OR FUTURF WORK(S) OR PROJECT(S), ■ REVISIONS: • ■ ISSUE DATE: • DATE ■ ARCHITECT ■ ■ PROJECT: • PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4- 08 -D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. ■ SEAL: • 8692 DESCRIPTION BY VIGEN ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com SHEET NO. ADA DETAILS REGIST t7 ARCHIT " CT Y ' IM VIGEN SHINGTON PLAN CHECK RESUBMITTAL 11/05/07 1 WIG PROPERTIES LLC -SS SOUTHCENTER SQUARE CONSTRUCTION RULES AND REGULATIONS 1. Please coordinate activities with jobsite representatives. Mike Weflen Jobsite: 206- 575 -2029 fax: 206- 575 -6680 Cell: 509- 953 -2631 2. REFUNDABLE SECURITY DEPOSIT: $5,000.00 must be received by the Landlord before work commences from Tenant's general contractor to cover potential damages. This will be refunded 60 days after the final lien release is received. 3. Insurance certificate must be on file with Wig Properties LLC -SS (Landlord) before work commences. The following is the Insurance requirements: Upon Landlord's delivery of the Premises to Tenant, Tenant's contractor shall be responsible for maintaining general liability insurance with a minimum coverage of $3,000,000, worker's compensation coverage with a minimum coverage of $1,000,000, and stop gap coverage with a minimum coverage of $1,000,000. Landlord shall be named as additional insurance on the general contractor's insurance certificate. Tenant's contractor shall maintain insurance with a reputable insurance company rated A or better in Bests Insurance Guide or such other company as approved by Landlord. Tenant's contractor shall provide Landlord will copies of the policies of insurance or certificates thereof prior to beginning work on the Premises. Each certificate of insurance shall bear an endorsement that it shall not be canceled except upon not Tess than thirty (30) days prior written notice to Landlord. (Please fax insurance certificate to 425 -865 -8648) 4. Safety Regulations — No SE -002 dated 11 -01 -06 must be followed. CD is enclosed. 5. Contractors will be responsible for their own Garbage and Utilities. Contractors to provide own garbage dumpster. Placement of dumpster to be coordinated with Jobsite representative. 6. All Contractors and Sub- Contractor employees must wear a hard hat and vest. 7. All Contractors will be responsible for any damage done by Contractor or Contractor's agents or employees to the shopping center. The following contractors must be used, for Roof, Alarm and Sprinkler work. Roof: All Weather Rooftop Solutions, Inc Contact: Bill O'Neill, 425- 347 -8353 Alarm: Smith Fire Systems Mgmt. Contact: Leon Parks, 253 - 248 -2002 Sprinkler: Smith Fire Systems Contact: Tony Carrizosa, 253 - 248 -2661 9. Jobsite Hours of Operation: Monday — Saturday 6:00 am to 6:00 pm, unless otherwise approved by owner. 10. Tenant must provide Contractors information including phone numbers of contractors they expect to be on the jobsite. 11. Questions regarding panels for Monument Sign: or George Fears Cell: 360 -701 -1210 Monument Panels: Lumin -Art Sign, Inc. Contact: Dave Bowen, 800 -925 -8625 11. Parking. Put sign in all car windows identifying Sub - Contractor name and phone number, Tenant's Name, so cars can get moved if needed. \ RECEIVED Ci T Y OF TUFF +w!!_A NOV 0 % ?ON PEI=3Mg1' G N e cc� PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS. DESIGNS. SKETCHES, IDEAS. ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECT'S WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE Wm-IOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. INC. & VIGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER. AND NOT FOR OTHER RELATED. IMPLIED. OR FUTURE WORK(S) OR PROJECT(S) • REVISIONS: ■ REV. 0 A A 0 DATE • ISSUE DATE: • 1ST 2ND 3RD 4TH 5TH • ARCHITECT • VIGEN • PROJECT: • DESCRIPTION BY ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4- 08 -D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. • SEAL: • CONST. RULES & REGULATIONS REGIST ARCHI T R. TINIAN IGEN F WA I.NCTON PLAN CHECK RESUBMITTAL 11/05/07 PREOPERATIONAL INSPECTION CHECKLIST Congratulations! Before you may open for business to the pu5lic the followfig itoms must be completed before centac'ing the Health Department for a pre- opur atic'nal inspection; a Fsna1 plumbing pt r lit i'gned off and approved by your pl,arrItJi•rg jurisdiction. Please have 1he plumbing permit on it Fit Till? tif7':e Of :I "•e pre - 0pJCrling inspection. u COMp l'ate the "Application to. Cperate a Perms nellt 1 =CVOs; S.rvice E8toblishrrieritt roan and ElubrA the appropriate. Tc - (make oh e.:.a payab`e to S CDPH) t c ( 5Iron gI1y r 'GO ?xrm -e d ,ptiying at the Alder Sq rare Office): P L1 v l i0 I e a kh King County Alder Square D:str'ct Office 1LO4 Coi1tral Ave S, Ste. 1 ".'7 Kant, WA De.O32 OR Public: Hez!th — Sea1Lie King County EtlVl-onrncrt. I Health Ith Lio'an cis end f ,rrnit . .101 51h Ave, Sto. 1100 Scatt c3, VA 98104 • H : 'iia(u at all hand slnx.s must be 10C'F. ano p per t0•Wels r•JUSt bur y iI bI �t nII hfind siik . ▪ Distr' 'C he r Itlllst rte praprrly operating t:sherri;::, er h I s—ini[ati 'r . u EgLripm•vnt fLlnct on properly -e rige'atoi, Provide ci disp a thorn omotor In al refrigor :ital`I urli1 . O - 9051170 sa nd soatiriO COlia meets CO and .' I 'r: " r�LIir1G`mCn . U Ad•? .r' � caz'IillJ, d h Ir!'iid, NIrid c: ern'ght ror, -Kin -i, and , 3'0,71n t 01 Li Wan. C F:nys, 'S5iu4s: ?•' 1i rl s I' '11t.:)th 11:1'l- {a:;'yC1rJr nt I-,1 ecinable. Public Health SSf::lrrlr,. 1I.7'_i CisurLti' HE.=.I IHV' °FI1PI.. HFII TI-'# CCIIP1?f'.'•h' iLs. lJ� 4ir -tern np, 1%17, atYeor :.7r ac: Ycnhcr .22,203? { ;.1r_: '+ ifII rl '1:2i :Dlieh 1 "rl! %r11 tf.'i ':3728 }t: rat / NS AND SPEC!FI3 ', D 1 Panda Express ReataLlre.alt at 171fl13 Bakrthcantor Pkwy, Ste. 1 f . Tukwila, W.I (9131BE.} SF 11484'D5 Rig 0:713 (Risk 2; 1.3 -10 Bunts} :D._lr Mr. Vgan r hB F.1nns and 3pPrill :l• i:)1 ; 11 Ir ;11t: tiFJrj' new pro . have beer ;mil, in Ll•rvrrrlKlnl ` tix ;,ll tI I }r.'S'ik r rrr7 )I Tir•; 5, the Cutler (' .h:' Ding - 3DL!rly boar 1 -, ._. :h 'Trrr: " ;• �; Cr J',; r.r hereby APPR1 1+ kL'. Your 8E2 ' hineillt Ii:Ik I lul;n ilssninod :he plan revIel.L' f:C:rf • I.Irr'I ?vr f, R11+ 406: this s.:.+t in d: frur? cD • •i ,- us. :', {: r1:rIu11I!II 1 1 1l( Fond Code, L144r ocinpleticn Ff :r1A ti,:,ns V VI'r.: I ti1rlti hoff - i 7poninz far buei : food serwica ep :BbliEhrr,5r1, a.= rrrc,', lfi: sI':I I- 1. C.r,mph:1.c _r. opplict ;ion for - .he annual cperai : I IF!rl IIi1 ir'JUt1'!G'rl't hci•rYi n aurrer.1 permit. 1 clu: a oars' of kT3 IL b9; r+tlen apr-'}■Inq �:7r . r,C� falu uuwl Derr :. rre price" IC: pe I{:r . y I1IJ1 :r4r'llil k: 111 :- i - r,c:l ky! It: :rely ;1!I,I Il f F ffir1.T1 ° cs '1_Ing :rr}fi.f.i'.i:rI11Ir:, 11•,i��r [<Ihlix. • 'rlhotlt ruquir' :.1 r:c�rrr -il • :•1'.•i of hei E...: c,ahlt I }rllri ;1 2- Obiai 1 a i`reciperm.k,•1: IrI F : L:• S•eYr �'w'.11 Contact rne 51 2015 245 - 1203 ens wcek in ncIv inCO IU ::I ) ltdu a r - _),'eri licnal nap - :t -Dr. her; 1. re III cDlI1,:r iri p ;1 Y'ns 1plurai_ilig.!_- J e:w;1 ere done e'er= you tirall 1hF He II1 I.r;r'. 1 I';1d N.:. Lill i'I. _;ccr'. } f llllr ..IritilieLliun for F. Yom: .f! RhiviCI1L III :II, Beale & King Ccurty ria;•• OE i.irJpr4'rad iL•r -c t'!R 1EDRI:1I1ifn, n(hbove.: iL 1110 - iz•5plarlsibilitr -f :he -,� r�'S'I C f ' 11711BF'll.f!nl `•(•r •.l "r;Il:y: Ir:r hI [:L1Li - 1 61 rion.x : - liks rind 7ar•r-5'plE fear. C:trldl' 2.wr1 .:il :k O;,v ;in }1 thu oirgliTehrien':'..vthoutitiese rI:114Ury r,rJrrrr.4 or ti;o :•rci als nay 8_ I rc::.Ii :I,q:rY'n' ^c' t.:. :hA Ap..1.1.~,i8:F. rlgr.IYI irx. 11 Ilir. esiBbllahrriErd C•: '.4!11 IFu! I•lt:ull" Crar;<lrtlnent pr°_'3=ra:Ir}nra! Ii - :::�:I cr ° . TILl f IJt }1,Iryil]v' t:. 1ti48t rti. F{ tt1 pli'Li m lIIIJI1411 in5rJUU :IUnt ti11II ' =_E = !3 11.11.1 c•:; 5 I, t 4 141J:i1L II• Pu'.11ran. If you have any quesllona, r, n <:I: I I41f1'L h1:y '.pki to contact me. 7 hank . y131.1 Iri • uur .:I n'l:: .:r • a: r I tir: nu: Jrr :: I I loot. fcr... to F .s. "'X) rki.: S: :17 Sint c rely, R.3. Plum Exirr r Alder Square Oft e Eric, t rp_ r,t ; 1 81111li I;r?fd:llu :ofd I:Arl' ifi, Inf.: : 1 1101/4 ?•I L i I :_�I.h rer:iec: n c_ .'.CI'�:riI .'�4+CI,UL• S.L.r_:, 31.111. 101 Tit6.7±d.LJta r rUh• /L+,•Inri - r'r 711 • le-8.I11. 2 C4k I�I.t;iaLtLLr' I ral :k- s.,:v,r. PLAN REVIEW COMMENT PAGE The f': !Iowinq standard inr :arriT :tinii is ri vied as all d der Burr t:) the plan revie tit th Jt has b�� •n c:oin :ete'J. Applirzott7., : arc tects. and Cesig rinc- 1 to ro food 80. reice esta°.,li:,t- rne.-It fec:uIremart;. Tt rr, :osc c! food serkrir:c• ,;; : ,:)li :ip :l p .an ! �.ave he ri vx.errlincici itorris &F p'd cirri will Lir. ir1 at tile re- OpeniriP ini panto "i- + CrGa9 :3retrt1otITI .11t rEld Iu ar5 m tigt11rLd n the.. Catt;C by ltle r a in qe Erd '■h 1: - titer Utility. This it cIuL1vs !rILercrr pa;4,r rir rIr 1r e t: fl.-,, CLrII!_i_! I2f1� 584- 7I'6o for intrm :iiJl1. ▪ The hot water tNirl;:orntur{ ta: tt,e 11. rid s :oft I:1tist be a r-7 ni(11 C4 • • 1 - hc; •~Valor hauler :'-iLJ$t e to :.c=c;rrnlr•r1c!al.p. III ,; t +�rrtr~r • ▪ 1 = Oh1irir1 IN roquirvi:l 1. b' , !! foul- oandlti ; {lri I :i 1 -'Iorj s•° ' 4 Ensure rills, 'doors an(1 c:r.iiimt are cow-ATu :tee. '.4'ith 8. smooth iiCrl- HLED tnrlt •1.I1fFiC , :1r1.J. SIX'_ cosy TO c: G2e," li Eri urc tl ors and f o;Jr ::.:•'.t ~ring2 in al' area;; i;re c rl truol.e•:1 of CI1;:TI rintti.ri-J . I[Vpt =7.1%7:J11 in o:;I;,1 rf~pairiw :d Ir47vric1 at t'' :e. j LJ n; e'a . ■ f7lal'u 1,tvtin3ll 4'rrJ lllt':;j '.1�J;pr1; f t f,: ( or : � tl TlclrClc71 tic. largo enoug:' ao acccrnrrori! tf: ti J large: itcni to be 'r~:Li,:ht.d. ▪ Tr'F dik' sir•.k. 1r1 ,1t 1).7: Dquip p:=Jr'1 '.r.ittl rj ri•Ii'Iirllul7l of 1hr -le ^ ml�art r1�:111�,, rJ S.11 for soiler, thr_',• first (: rl7p:: ll.rnerll, r3:IC1 for i:i 9ri rlt 'rwiN. Dr:71in hc:•ards Lit e.iz :h vrld are I'vCrrTlnla.n;�e� I. King COOP] tY re+ $i "r. ▪ Otluiprnen: an', tjiu ails niu&r1 t," i - i c,n T1'11`1 rlr. 'r5.ith t ~c ct_rr r1; tariclrll �'s of - .h., N :A or7 .l L t<: r1r1:1' 1 ItlBtlt.�ty 4. h l } ▪ tiros- c•I�rJ il1_a i' �rJvY.:ti{ - l:_•r :I 1 I ; :I) wnty I r71 #11 1:IIYI art is 'Ociiiired pr!4:r t:.l turti t}I: Ilr' TI'I3 ti.flG�ii::< =lit elan .13t s rti•I UI:e:.i c.el:a1:.9t)Ir; C:I"I t; '�I .f'rJt f ini .h, 1 .i E' LG PE CErii: CiTY NOV 0 7 2L) 157 PE ENT idEf� PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS, DESIGNS, SKETCHES, IDEAS, ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. Sc VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECTS WORK. NOTHING CONTAINED OR REPRESENILD ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. INC. & VIGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER. AND NOT FOR OTHER RELATED. IMPLIED OR FUTURE WORK(5) OR PROJFCT(S), • REVISIONS: • REV. 1n A • ISSUE DATE: • 1ST 2ND 3RD 4TH 5TH DATE • ARCHITECT • VIGEN ARCHITECT A R C H I T E C T U R E& 7 „/li\%\si A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com • PROJECT: • DESCRIPTION BY PANDA EXPRESS "SOUTHCENTER MARKETPLACE” 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4- 08 -D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. SHEET NO. HEALTH DEPARTMENT APPROVAL R . GJSTERED 4 CIETECT ITS . N'TGEN VA, HINGTON PLAN CHECK RESUBMITTAL 11/05/07 REV. DATE DESCRIPTION BY A a ®a I ri d* 12 ♦ 7 ... � •gym NM Mg 2 • • , m , , LOA4 �1l�4r --1-7-Ask-g7.7471714 urrilelE3WileiffirwEra01"1 7' -5 1/2" 27' -0" 27 27' -0" 27' -0" 27' -7" 12' -0" � �� I�ti 1•�:*� �•i•�c- ^'•.OHO. h . �b.•'«'� ' * 4 R � ' _,.•'u'�Sfr• 1�.. •'•. +��• .4: :•i ❖ii+.s. lRf��Ll��i 1 is ��I MN r i 7L�'�I1911 19AEkil�lll 4� :li -! il �iaeK¢I lii�¢f' e;r il�rvr� 1111111. °. AN r at ADJACENT PROPERTY ......... - a. , - . , 20' -6" TRAVEL LANE + CURB 4' -O' LANDSCAPING STRIP AND Z`.ITR� N 8800'60' -W- 69 +nn ,i6inifflEMIZSIAL' Qua ar��rsr�n .... •� .. .. fiOiMi � . 6>RD • ` �_ _ cv �[�, �;�n g�a�� " ,�� fir; . ;� � ��_ � -- , .,.r t . ai � 1 ., . min "�i�� , - . . rre SE 9I� , rnni ////� /Alliv f �rlr • Iii 1:i CL INTERSECTION' STA 50 +DO NORTH R STA 43}95,,38 SOUTH 0 190' -O" PER KOHL'S PLAN N 8800'00" W LOADING LOADING VAULT. SEE CI w 0 5'-6" REQ IRED LAN'SCAP STRIP 1 & C II 0109''�' 1a•0t w cn ■ 15' -O "REQUIRED BUILDING 1 ru 4'- 6 "RA.W. DEDICATION TOTAL AREA: 238,076 S.F. TOTAL PARKING: 924 (PROPOSED) PARKING RATIO: 3.9 STALLS / 1,000 S.F. (PROPOSED) SOUTHCENTER SQUARE SOUTHCENTER PKWY. & MINKLER BLVD. TUKWILA, WASHINGTON WIG BOULEVARD W I WIG BOULEVARD EXISTING PROPERTY LINE F- NEW PROPERTY LINE . mss ±Do _ ULT. SEE GIVIL a 0 v 1 -' • NE rimer., nrr>Km��rea�wei�Q�l///�i' M� _ �''S ^ �� P• -�- � •rr • _��1.__ — ;mge.•••• +�, iairi weas�3,w�� _= j_ _ tmepco r b>C��a� �e��a�� I�I/ r� `, _' rsiai�srbt a sars4osir��.erbn>eve� r - yi1f- � .errtxl�ra' �,l:re, .s �'-'r'i��'++•e wurawa��Qar� `rea6 aYmw�wa �rnnaanr :raura�,er:in�e.e ��iir�ir. �� :,. -�� w.� .a..� �rocr� n °`w��r �� aar�acW. M . 7i� �. .. - - �'J.$��`ii•= wr��wtsrr., m��cr6�arennra��as s :�i+.�r T. SEE GI _ . ��: � _ _ .+�!r3>�o �- .. � �.� ��..�. �a. �1 �� $ �� /� i %I ' ~ \ s • � -0E- ► AY DE DICATION �� c. IR MINK -LER I .ILEVARD _. — fNW� DEVELOP -ED Tu�� -I Rnern �, - -— 4'- �� EQIjI LANDS _ APiN f; STRIP & - CUR v: t _8.-0� ItRFp S IDEWALK ,. l- w? � r� I c� r I . 1_.. T N Q.PEp yREE- E ROADI Q 6' - 0 "PROPOSED SIDEWALK 4' - 6 "PROPOSED THE •• 10940 I( E 33 El 1O' -6 "LANDSCAPING FREIHEIT & HO ARCHITECTS, INC., P.S. PLACE SU E 202 BELLEVUE,WA 9 1 (IA P:425.827.2100 F:425.82&6899 10' -0" 0 _NM PROPERTY ILINE N 8 54'26" W I5 ~ TING P OPERTY LINE F Q 2 3 83�_ • 24' -6" STA 63+34.9 STA 86+57.9D EAST ROAD EASEMENT AREA US. WEST TELE. VAULT MATCHLINE 'A' 6-0" PROPOSED SIDEWALK 4' -6" PROPOSED TREE WPITS Ct 0 CO 4'-6'R.O.W DEDICATION 15' -0" REQUIRED BUILDING SETBACK 10' -6" REQUIRED SIDEWALK & CURB 20' -0" REQUIRED ROAD 4' -0" LANDSCAPE STRIP 15 0 BUILDING SETBACK a a Cr,`•' CITY INSTALLED 25 -TA VAUL O SITE PLAN 191 -ALL SINGLE STORY (CD Version) scale : +•• =so' (LAST UPDATE : 11.28.06) N -NORTH BUILDING GROUP E - EAST BUILDING GROUP S - SOUTH BUILDING GROUP 12 TH ROAD r y 71 s 1 . 9 PECF_P P7D cr i OF Ti_ i(v NOV 0 / ?t) PE �►'d191 C N• E,R PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS. DESIGNS. SKETCHES, IDEAS. ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECTS WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. INC. & VIGEN ARCHITECT_ THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER AND NOT FOR OTHER RELATED. IMPLIED. QR FUTURE, WORK(S) OR PROJECT(S), O REVISIONS: • • ISSUE DATE: • 1ST 2ND 3RD 4TH 5TH 6TH • ARCHITECT ■ VIGEN • PROJECT: 0 ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4- 08 -D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. SHEET NO. SITE PLAN "FOR REFERENCE ONLY" REGIS1 ARC r• ECT TIMAN VIGEN F WASHINGTON PLAN CHECK RESUBMITTAL 11/05/07 1 0 a 0 —0— JJ n SHELL BUILDING FLOOR PLAN "REFERENCE ONLY" scale : 1/16"=V-O" l_ r 9° 1, r 2r,1717 e , 01 , RECErJED p C7 i OF I L�F \Vrfl .A NOV 0 t 20 FEi�'✓FGIj PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS. DESIGNS. SKETCHES, IDEAS, ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECTS WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. INC. & VIGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS 15 CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER. AND NOT FOR OTHER RELATED. IMPLIED. OR FUTURE WORK(S) OR PROJECT(5). REVISIONS: ■ • REV. A A A A A A • 1ST 2ND 3RD 4TH 5TH DATE ISSUE DATE: ■ • ARCHITECT • VIGEN • PROJECT: • ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4- 08 -D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. • SEAL: • L_a 1 SHEET NO. A -0.2 SHELL BLDG. FLOOR PLAN "FOR REFERENCE ONLY :GIST ARC TI: 8692 DESCRIPTION BY 'v VIGEN ASI- INGTON ID I CT PLAN CHECK RESUBMITTAL 11/05/07 FINISH SCHEDULE Ala -FSO6 03/18/07 ROOM NAME FLOOR BASE WALL CEILING 100 DINING ROOM T-61/ T-63 18 "x18" PORCELAIN TILE T-69 6 "x12" PORCELAIN TILE T�1B COVE BASE FOR SERVING AND BEV. COUNTER P -65 PAINTED GYP. BD. P -66 PAINTED GYP. BD. T -67 2" 2" TILE T -68 2"X 2 CERAMIC TILE WP4 WOOD PANEL C3 GYP. BD. W/ PAINT / C1 2'X2' SUSP. GRID ACOUSTICAL TILES 101 SERVING AREA QT 6 "x6" CONT. QUARRY TILE QT1 IN HIGH TRAFFIC AREA QT2 6 "x6" CONT. 3/8" RAD. MIN. (KITCHEN EQUIP ON 6 NSF APPROVED LEGS P-61 SMOOTH WASHABLE PAINT T -67 2 "X 2" CERAMIC TILE T -68 2 "X 2" CERAMIC TILE WP4 WOOD PANEL C3 GYP. BD. W/ PAINT P -61 SMOOTH WASHABLE PAINT 102 MANAGER OFFICE QT 6 ° x6" CONT. QUARRY TILE QT1 IN HIGH TRAFFIC AREA QT2 6 "x6" C ONT. 3/8" RAD. MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS P -61 GYP. BD. WP1 FRP PANEL C2 2'X4' SUSP. GRID WASHABLE VINYL COATED GYP. BD. PANELS 103 KITCHEN QT 6 ° x6" CONT. QUARRY TILE QT1 IN HIGH TRAFFIC AREA QT2 6 "x6" CONT. 3/8" RAD. MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS WP3 S.S. BEHIND COOK LINE WP1 FRP PANEL C2 2'X4' SUSP. GRID WASHABLE VINYL COATED GYP. BD. PANELS 104 STORAGE QT 6 "x6" CONT. QUARRY TILE QT1 IN HIGH TRAFFIC AREA QT2 6"x6 CONT. 3/8" RAD MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS WP1 FRP PANEL C2 2'X4' SUSP. GRID COATED GYP. VINYL PANELS 105 WALK-IN COOLER QT 6 ° x6" CONT. QUARRY TILE QT1 IN HIGH TRAFFIC AREA SS /ALUM. EXT S.S. INT, ALUM /GALV. STL ALUM /GALV. STL 105 WALK -IN FREEZER GALV. STL. S5 /ALUM. EXT S.S. INT, ALUM /GALV. STL ALUM /GALV. STL 106 MEN'S ROOM T -64 8" X 8" PORCELAIN TILE T-65c 6" X 12" PORCELAIN TILE W/ 3/8" RAD. COVE T -65 12" X 24" PORCELAIN T-66 2"X 2" GLASS TILE P -61 PAINTED GYP. BD. C3 GYP. BD. W/ PAINT P-61 SMOOTH WASHABLE PAINT 00?) WOMEN'S ROOM T -64 8" X a PORCELAIN TILE T -65C 6" X 12" PORCELAIN TILE W/ 3/8" RAD. COVE T -65 12" X 24" PORCELAIN T -66 2 "X 2" GLASS TILE P -61 PAINTED GYP. BD. C3 GYP. BD. W/ PAINT P-61 SMOOTH WASHABLE PAINT 108 VESTIBULE T-61 18 ° x18" PORCELAIN TILE T -69 6'x12" PORCELAIN TILE - P-65 PAINTED GYP. BD. P -66 PAINTED GYP. BD. T -67 2 "X 2" CERAMIC TILE T -68 2 "X 2" CERAMIC TILE WP4 WOOD PANEL C3 GYP. BD. W/ PAINT C1 2'X2' SUSP. GRID ACOUSTICAL TILES DOOR SCHEDULE A10 -DS06 09/25/06 NO. MANUFACTURER MFG # SIZE FRAME FACEJEDGE THK CORE LITE RATE HOW Q1 EXISTING GLASS DOOR US ALUMINUM ALUM. KYNAR FRA 4 1/2 "x2" 1" CLR. INSULATED GLASS GLASS - HW -1, (E) BY W LL TO PROVIDE PANIC LOCK 0 CECO - 3'- 0'x7' -0 H. METAL S.C. WD MAPLE FIN. W/ CLR. SEALER 1 3/4" OD - - HW -4 0 EXISTING GLASS DOOR US ALUMINUM ALUM. KYNAR FRA 4 1/2 "x2" 1" CLR. IGLANSUSS LATED GLASS - HW -1, (E) BY LL. LL TO PROVIDE PANIC LOCK HARDWARE SCHEDULE INSTALLED AND FURNISHED BY. G.C. SET HINGES CLOSERS PUSH /PULL \OCKSEI, TOPS THRESHOLD ADA SIGNAGE DOOR BELL VIEWER KICKPLATE SILENCERS HW -1 OFFSET PIVOTS TOP, BOTTOM & INTERMEDIATE DORMA RT588 BFE 90' NHO 626 KAWNEER CO- 9 /CP -II #14 THUI~T - PEMKO 2005AT -- - - HW-2 OFFSET PIVOTS TOP, BOTTOM & INTERMEDIATE DORMA RT588 BFE 90' NHO 626 KAWNEER CO- 9 /CP -II #14 - TRIMCO 1215CKU - - - - - - HW-3 SELECT PRODUCTS UMITED SL11 DORMA TS93 -5 PT 689 - PDQ GT SERIES #116 626 - PEMKO 2005AT - EDWARDS 101 WHITE PEEK -0 11595 TRIMCO K0038 35 ° x10 ° 630 - HW -4 STANLEY FBB179 4 -1/2x4 600 DORMA TS93 -5 PT 689 - MARKS USA 195 L / US 32 -51 TRIMCO 1215CKU - SBH, BLUE SB445, SBH12M 36443, SBH12W - - TRIMCO KOD38 35 ° x10' 630 (BOTH SIDES; IVES SR64 GRAY HW -5 STANLEY FBB179 4 -1/2x4 600 DORMA TS93 -5 PT 669 TRIMCO 7141, 630 7001, 630 - TRIMCO 1215CKU - SBH, BLUE SB445, SBH12M SB443, SBH12W - - TRIMCD K0038 35 ° x10 ° 630 (BOTH SIDES; IVES SR64 GRAY 1. ALL DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL, KNOWLEDGE OR EFFORT IN ACCORDANCE WITH LOCALLY ADOPTED CODES. AT STOREFRONT DOORS WITH KEYED LOCK G.C. IS TO PROVIDE A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING 'THESE DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS.' 2. HW -2 IS USED ONLY ON PROJECTS WITH AN ENTRY AIRLOCK VESTIBULE 3. HW - IS USED ONLY ON PROJECTS THAT HAVE SINGLE OCCUPANCY TOILET ROOMS. WALL PANEL SCHEDULE A10 -WPS06 09/25/06 NO MANUFACTURER DESCRIPTION MFG # COLOR FINISH REMARK CF/FD KIMLITE / LASCO THICKNESS: .090 LBCS.14 #636 (LIGHT GRAY), SM /SM SMOOTH & WASHABLE, 877.697.0195 (Tom Sucher) CAP) - S.S. PANEL (22 GA) - BRUSHED FINISH WP3 - S.S. PANEL (24 GA) - RIBBON FINISH FURNISHED BY OWNER, INSTALLED BY G.C. WP4 FORMICA CUSTOM PLASTIC LAMINATE - CHINA RED (BEECHWOOD PATTERN) TEL (626) 810 -1819 SPECIAL SURFACE SCHEDULE A10 -SSS06 03/18/07 NO MANUFACTURER PRODUCT MFG ## STAIN /COLOR FINIISH REMARK (PL -61) OCTOPUS PLATSTIC LAM. (OCTOLAM) #555 TEL 1- 877- OCTOLAM, LINDA GRASS CD ---- GRANITE (SLAB) - -- BLACK GALAXY POLISHED COUNTER TOP WALL SCHEDULE A10 -WS06 09/25/06 NO. DESCRIPTION • EXISTING WALL BY LANDLORD. TENANT SIDE 5/8" TYPE "X" GYP. BD. AND INSULATION BY LANDLORD. 4 FXI,STING STQRE.,..FROL T ..(, ,PROTECT IN, PLACE )•.� . • , W3 N/A " fi Q 3 5/8" MTL STUD @ 16" O.C., W/ 5/8" TYPE "X GYP. BD. BOTH SIDES (FRAME UP TO 18' -2" A.F.F. SEE DETAIL 9/A3.0) N/A • 3 5/8" MTL. STUD @ 16 O.C., LOWER WALL W/ 5/8" GYP. BD. BOTH SIDES (FRAME UP TO 8' -6" A.F.F. SEE DETAIL 9/A3.0 ) /,/1\ INTERtbR F ANT HEDULE N.......... Al 0 -IPS06 03/18/07 NO MANUFACTURER MFG # COLOR FINISH REMARK (P -60) BENJAMIN MOORE 2132 -10 BLACK SATIN FINISH RESTROOM DOOR FRAMES P-1 BENJAMIN MOORE BENJAMIN MOORE MOORE OC -30 OC--30 2087 -10 GRAY MIST (WHITE) GRAY MIST (WHITE) NEON RED (RED) EGGSHELL, LATEX SEMI -GLOSS EGGSHELL, LATEX RESTROOM UPPER WALLS & CEIUNG KITCHEN CEIILNG, WALL DECORATIVE FRAME (CANOPY), ROUND SOFFIT (P -61s) P-(..) BENJAMIN MOORE BENJAMIN MOORE BENJAMIN MOORE 2145.20 1400 2011 -10 TERRAPIN GREEN YOUR MAJESTY (PURPLE) ORANGE EGGSHELL, LATEX SEMI -GLOSS EGGSHELL, LATEX LOW WALL DOOR FRAME SOFFIT, & PROJECTION EDGE SERVICE LINE (P-63 ) P: CP-64 ) BENJAMIN MOORE BENJAMIN MOORE BENJING GOLD EGGSHELL, LATEX PERIMETER WALL (P-65 ) BENJAMIN MOORE 2018 -40 NACHO CHEESE (YELLOW) EGGSHELL, LATEX MENU BOARD WALL, UPPER SOFFIT WALL CP-66 ) BENJAMIN MOORE AC-.36 SHENANDOAH TAUPE EGGSHELL, LATEX EXPOSED JOISTS, DUCT, DECK & RELATED (P-67 ) (WARM GRAY) EXPOSED CEILING ITEMS, REAR DOOR AND FRAME. TILE SCHEDULE ( SEE SHEET A -1.2 ) FINISH NOTES 1. ALL TILE DIMENSIONS ARE DESIGNED TO LAY OUT IN AN EQUAL MANNER. IF TILE MUST BE CUT, THE GROUT LINES SHALL ALIGN WITH ADJACENT TILES OR BE CENTERED AND CUT IN OBVIOUS LOCATION. G.C. SHALL COORDINATE THE INSTALLATION OF GYP. BD. WITH TILE DIMENSIONS TO PERMIT EVEN INSTALLATION. 2. ALL SURFACES TO RECEIVE PAINT FINISH SHALL BE PREPARED TO SHOW NO DEFECTS. A. APPLY ONE (1) COAT PRIMER - SEALER B. APPLY TWO (2) COATS FINISH. NO STIPPLE FINISH ON ALL PAINTED SURFACES. SEE SCHEDULE ON PLANS FOR COLOR AND TYPE. 3. ALL INTERIOR GYP. BD. TO RECEIVE PAINT FINISH SHALL BE TAPED, SEALED,AND SANDED TO RECEIVE FINISH. GYP. BD. UNDER FRP OR S.S. SHALL ONLY BE F1RE TAPED AND SANDED. ALL INTERIOR GYP. BD. TO BE TRUE AND LEVEL. 4. GYP. BD. SHALL EXTEND AT MINIMUM OF 6" ABOVE LAY -IN CEILING SYSTEMS OR UP TO TYP. BD. CEILING. GYP. BD. ON DEMISING WALLS SHALL EXTEND TO THE STRUCTURE ABOVE UNLESS OTHERWISE NOTED. 5, ALL GRILLES SHALL BE PAINTED TO MATCH THE CEILING OR ADACENT WALL FINISH. 6. ALL FLOORS SHALL BE SMOOTH AND LEVEL WITHOUT DEPRESSED OR RAISED AREAS, EXCEPT PROVISION SHALL BE MADE TO HAVE SMOOTH, EVEN SLOPE TO FLOOR DRAINS. THE SURFACE SHALL BE ACCEPTABLE TO RECEIVE FINISH. 7. VERIFY AND COORDINATE THE LOCATION OF ALL WALL OR CEILING ACCESS PANELS WITH THE ARCHITECT. 8, PROVIDE METAL CORNER BEAD, TRIM AND CASING FOR ALL EDGES AND CORNERS OF GYP. BD. SURFACES ON PAINTED WALLS. CLEAN GYP. BD. CORNERS WITHOUT METAL CORNER BEADS SHALL BE UNDER FRP, TILE, OR S.S. 9. PROVIDE STIFFENERS, BRACING, BACK -UP PLATES, ETC_ AS REQUIRED AT STUD WALLS FOR SUPPORT OF FIXTURES AND OTHER EQUIPMENT. 10. ALL EXISTING SURFACES SHALL BE INSPECTED AND ALL NECESSARY PREPARATORY WORK SHALL BE DONE IN ORDER TO RECEIVE NEW FINISHES. 11. BEFORE PAINTING OR FINISHING WORK IS TO BEGIN, ARRANGEMENTS SHALL BE MADE FOR PROPER VENTILATION AND LIGHTING IN ALL AREAS. 12. ALL FLOOR MATERIAL CHANGES SHALL OCCUR AT DOOR CENTERLINE UNLESS OTHERWISE NOTED. 13. FLOOR MATERIALS SPECIFIED ON THE FINISH SCHEDULE SHALL EXTEND UNDER ALL EQUIPMENT AND COUNTER AREAS. 14. FLOOR CONTRACTOR SHALL SUBMIT TO OWNER THREE COPIES OF MANUFACTURER'S MAINTENANCE MANUALS FOR THE FLOOR MATERIAL INSTALLED. 15. ALL TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED IN THE HANDBOOK FOR CERAMIC TILE INSTALLATION OF THE TILE COUNCIL OF AMERICA (CURRENT EDITION). 16. ALL INTERIOR FINISHES SHALL COMPLY WITH APPUCABLE LOCAL CODES AND REGULATIONS. 17. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ADEQUATE SURFACE CONDITIONS THAT EXIST FOR THEIR WORK. IF ADEQUATE SURFACE CONDTIONS DO NOT EXIST THE SUBCONTRACTOR SHALL NOT PERFORM THEIR WORK UNTIL THE CONDITION IS CORRECTED. 18. CONTRACTOR TO HELD VERIFY EXISTING CONDTIONS AND DIMENSIONS 19. WALL & CEIUNC MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN UBC TABLE 8 -B. 20. ALL EXTERIOR DOORS NEED TO HAVE WEATHERSTRIPPING AROUND THE PERIMETER OF THE DOOR AND BE EQUIPPED W/ DOOR SWEEP ALONG THE BOTTOM OF THE DOOR. OWNER PROVIDED ITEMS THE FOLLOWING ITEMS ARE PROVIDED / FURNISHED BY THE OWNER & TO BE INSTALLED BY THE CONSTRUCTOR NOTE: THE FOLLOWING STAINLESS STEEL PROVIDED BY OWNER -- INSTALLED BY G.C.: 1. WP3 PANELS 2. 4' WP2 PIECE AT END OF HOOD 3. PANEL DIVIDERS AT WP3 4. WALL END CAP AND HEADER AT WP3 5. INSIDE CORNER AT WP3 TO WP2 6. FLASHING AT TOP OF BASE AT WP3 G.C. TO PROVIDE VERIFIED DIMENSIONS TO OWNER AT START OF PROJECT. ALL OTHER STAINLESS STEEL BY G.C. NOTE: G.C. TO INSTALL MIN. 3 1/2" NON - COMBUSTIBLE MINERAL FIBERGLASS BATTS SOUND INSULATION AT ALL RESTROOM PARTITIONS AND CEIUNGS. FIRE DEPARTMENT NOTES + 1.FIRE PROTECTION SYSTEMS (FIRE HYDRANTS, WATER MAINS, ETC.) SHALL BE INSTALLED, TESTED AND APPROVED BY THE CM' OF ANDERSON PRIOR TO THE ISSUANCE OF BUILDING PERMITS. NOTE ADDED TO PLANS SHEET A -1.0. 2. BUILDING ADDRESS NUMBERS SHALL BE PLAINLY VISIBLE FROM THE STREET FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. NOTE ADDED TO PLANS SHEETS A -1.0 & A -2.0 & A -2.1. 3. ALL COOKING EQUIPMENT THAT PRODUCE GREASE LADEN VAPORS SHALL BE PROTECTED BY A HOOD AND DUCT FIRE EXTINGUISHING SYSTEM IN COMPUANCE WITH THE UNIFORM F1RE CODE AND UL300. ADDED TO PLANS SHEETS A -1.0 & K -1.0. 4. A FIRE DEPARTMENT APPROVED KEY LOCK BOX SHALL BE INSTALLED AT OR NEAR THE MAIN ENTRANCE TO THE FACILITY FOR EMERGENCY ACCESS.' CONTACT THE FIRE PREVENTION DIVISION FOR INSTALLATION INSTRUCTIONS. NOTE ADDED TO PLANS SHEETS A-1.0 & A -2.0. 5. ADDRESSING ADDRESS NUMBERS SHALL BE DISPLAYED ON THE FRONT OF BUILDINGS, OR AS REQUIRED BY THE FIRE CODE OFFICIAL. NUMBERS SHALL BE TEN (10) INCHES HIGH, WITH A PRINCIPAL STROKE OF NO LESS THAN THREE QUARTER (3/4) INCH. NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. WHEN ADDRESS NUMBERS ARE LOCATED ON CLEAR GLAZING SUCH DOORS, WINDOWS, OR RELIGHTS, THE NUMBERS SHALL BE WHITE TO ACHIEVE CONTRAST DURING ALL LIGHTING CONDITIONS. 6. PORTABLE FIRE EXTINGUISHERS PORTABLE FIRE EXTINGUISHERS, EACH HAVING A MINIMUM UL CLASSIFICATION OF 2A -10BC, ARE REQUIRED AT THE RATIO OF ONE EXTINGUISHER FOR EACH 3,000 SQ. FT. OF FLOOR AREA. EXTINGUISHERS SHALL BE MOUNTED IN CONSPICUOUS LOCATIONS, ADJACENT TO EXITS, AND SO THE TRAVEL DISTANCE TO AN EXTINGUISHER DOES NOT EXCEED 75 FT. THE TOP OF THE EXTINGUISHER SHALL BE WITHIN 48 IN. OF THE FLOOR. 7. KITCHEN HOOD AND DUCT EXHAUST FIRE EXTINGUISHING SYSTEM A UL 300 RATED FIRE EXTINGUISHING SYSTEM 15 REQUIRED FOR PROTECTING THE COMMERCIAL COOKING EQUIPMENT AND HOOD AND DUCT ASSEMBLY. A IPERMIT TO INSTALL THE FIRE EXTINGUISHING SYSTEM 15 REQUIRED. A CLASS K PORTABLE EXTINGUISHER SHALL BE LOCATED NEAR THE HOOD, IN THE PATH OF EGRESS. IF THE EXISTING KITCHEN HOOD AND DUCT EXHAUST FIRE EXTINGUISHING SYSTEM IS UL300 COMPUANT, THEN A CURRENT COFIDENCE TEST OF THAT SYSTEM IS REQUIRED. 8. OCCUPANT CAPACITY SIGNS WHERE A BUILDING OR PLACE OF ASSEMBLY IS REQUIRED TO HAVE ITS OCCUPANT !CAPACITY POSTED FOR PUBLIC VIEW, THE SIGN SHALL BE PERMANENTLY LOCATED ADJACENT TO THE MAIN ENTRANCE TO THE PLACE OF ASSEMBY, AND SHALL REMAIN VISIBLE AT ALL TIMES. NOTE: THE FOLLOWING STAINLESS STEEL PROVIDED BY OWNER --- INSTALLED BY G.C.: 1. WP3 PANELS 2. PANEL DIVIDERS AT WP3 3. WALL END CAP AND HEADER AT WP3 4. INSIDE CORNER AT WP3 TO WP2 5. FLASHING AT TOP OF BASE AT WP3 6. 4' WP2 PIECE AT END OF HOOD ALL OTHER STAINLESS STEEL BY G.C. G.C. TO PROVIDE VERIFIED DIMENSIONS TO OWNER AT START OF PROJECT. WALL LEGEND Ar EXISTING WALL TO REMAIN NEW WALL LOW WALL WALK -IN BOX PANEL �...�p...,�....�.......•�.,� .,... LEGEND EGRESS PATH REQUIRES 1 FOOT CANDLE AT FLOOR ALONG THE ENTIRE PATHWAY AND EGRESS DISCHARGE AREA. ,v ///O//�'%/// 0 • • 4,4 1 7wwlzmo 71 • • • _B 8 SEE DTL. 14/A3.0 WP2 UNDER HOOD KIT HEN co Boa STORAGE EXHAUST H00 ABOVE DASH LINE INDICATES SOF IT sto WALK -IN COOLER PROVIDED BY OWNER INSTALL BY G.C. WAL FRE PROVID OW INSTALL -IN ZER D BY ER BY G.C. ELECTRICAL PANELS, SEE ELECTRICAL DRAWINGS EXIT SIGN ABOVE DOOR TYP. OF 2 D1 � it PROVIDE SIGNAGE FOR INTERNATIONAL S SYMBOL OF ACCESSIBI-ITY ON THE BUILDING ENTRANCE P =R CBC 2001 SECTION 1117B.5.8.1.2 TACTILE EXIT SIGN MOJNTED 60" A.F.F. ` PER CBC SECTION 1003.2.8.6- TACTILE EXIT SIGNAGE SHALL COMPLY W/ CBC SECTION 1117b.5.1 #G. REQUIRED © EACH GRADE LEVEL EXTERIOR DOOR WITH THE WORD "EXIT" LINE OF TRAY SLIDE ABOVE PRE - FABRICATED TRAYSLIDE COUNTER PROVIDED BY OWNE(2, INSTALL BY G.C. (E) COLU N, WRAP W/ STAIN ESS STEEL, WP -2 2' - [3' FLO FINISH PLAN SEE SHEET A1.2 100 DINING ROOM DASHLINE INDICATES BASELINE OF DRINK ST TION PROVIDED BY OWNER, INSTALL BY .C.) VESTIBULE •// a%al %5■i5 MAIM4 TRASH RECEPTACLE HEALTH DEPARTMENT NOTES MOP SINK, SEE DETAIL 16/A3.0 1. NO CHANGES WILL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL 2. PUBLIC HEALTH - SEATTLE & KING COUNTY INSPECTION REQUIRED ON COMPLETION OF WORK PRIOR TO OPENING. �N FLOOR PLAN AND FINISH SCHEDULE 0 2 4 8 16 SCALE: 1 /4 " =1' -O" .) r �a RECl�_•I'JrEo c9 T'i C) T`_ Rir71! NOV 0 / ?Et FibEiviFf•cL NiEF PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS, DESIGNS, SKETCHES. IDEAS. ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ME THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR 111E ARCHITECT'S WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. INC. & VIGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER. AND NOT FOR OTHER RELATED IMPLIED OR FUTURE WORK(S) OR PROJECT(5), • REVISIONS: ■ REV. A A A A A A • ISSUE DATE: • 1ST 2ND 3RD 4TH 5TH DATE 10/31/07 DESCRIPTION BY PLAN CHECK • ARCHITECT • ■ SEAL: v VIGEN • PROJECT: • ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4- 08 -D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. MH PLAN CHECK RESUBMITTAL 11/05/07 LIGHTING FIXTURE SCHEDULE PROVIDED FOR INFORMATION ONLY. VERIFY AND INSTALL PER ELECTRICAL DRAWING ISSUED 7/24/07 ITEM SYMBOL DESCRIPTION QTY. MFR. & CAT. NO. LAMPS X WATTS REMARK L1 1 ANGLED TEGULAR CIRRUS #584 T - BAR CEILING RECESS MOUNTED FLUORESCENT LIGHTING FIXTURE, 2'x4', 120V WITH ONE ELECTRONIC BALLASTS AND T -8 LAMPS. EXTRUDED VIRGIN LENS. BAKED -ON WHITE ENAMEL FINISH. 7 LIGHTOUER FIXTURE: XP2GVA332120 -03 T8 D830 3x32W KITCHEN CEILING LIGHTS. FURNISHED BY OWNER m L1 ® SMOOTH & WASHABLE - WHITE T BAR CEILING RECESS MOUNTED FLUORESCENT LIGHTING FIXTURE, 2'x4', 120V WITH TWO ELECTRONIC BALLASTS AND T - 8 LAMPS. EXTRUDED VIRGIN LENS. BAKED -ON WHITE ENAMEL FINISH. 2 LIGHTOLIER FIXTURE: XP2GVA332120 -03 T8 D830 3x32W MIN. 1 FT. CANDLE KITCHEN CEILING LIGHTS. FURNISHED BY OWNER NIGHT LIGHTS, 1 mL1A1 108 1 C3 / L3 \ 1 L3 EMERGENCY LIGHT, DUAL HEAD WITH BATTERY PACK, 120V, WHITE COLOR 6 UGHTOLIER E1- 25NH -12W 2X12 WATT HALOGEN LAMPS SUPPLIED W /FIXTURE FURNISHED BY OWNER 100 ® L4 UNIVERSAL MOUNT EXIT SIGN, LED LIGHTED, 120V WITH BATTERY PACK, 2 FACE, GREEN LETTER 2 UGHTOUER FIXTURE LUNW2G (DOUBLE FACE) FIXTURE: LUNW1G (SINGLE FACE) LED UGHT1NG SUPPLIED W/ FURNISHED BY OWNER 0 AEk • L6A HOOD LIGHT ,., 1 & INSTALLED BY EQUIPMENT SUPPLIER CF14EL / A19 3000K ELECTRICAL CONTRACTOR TO DO THE WIRING EW L6B WALK -IN COOLER FLUORESCENT LIGHT, 120V. 48" 2 KASON FIXTURE: #1810F00048 2x32W FURNISHED BY OWNER 1 0 1 64 L6B AL ® Q L 17 DOWNLIGHT, RECESSED INCANDESCENT 21 LIGHTOLIER 1002P1 W/1005 T RIM WESTINGHOUSE PAR 30 3000 K 15W COMPACT FLUORESCENT LAMP FURNISHED BY OWNER L71 �-----. FLUORESCENT WALL MOUNTED FIXTURE CENTER ABOVE MIRROR IN BOTH RESTROOMS 2 LIGHTOUER ALTER QVW8SPFOS2FT- 120 --BR SYLVANIA DULUX (2 PE CENTER OVER MIRROR IN BOTH TOILET ROOMS FURNISHED BY OWNER L71 30 (30) �20VNG 3 05 FLUORESCENT 2 FIXTUREEQVWISPASQ2QTO120F4ALL TUBELDULUXIQUAD TRIPLE BASE CF18DT /E IN 830 RESTROOM CEILING 11" L72 g L73 ALCYON GLASS RING MR16 TRACK HEAD 27 UGHTOLIER FIXTURE: 22GR6WH MR16 SYLVANIA 33 EQ.) FURNISHED G B O WNER I N ® An 0 L74 DOWLIGHT, RECESSED IN GYP BD. SOFFIT 5 LIGHTOLIER: 2000LV W/ 2008 BRUSHED GOLD REFLECTOR SYLVANIA 37W IR MR16 FL35 (OR EQ.) IN SOFFIT @ SODA STATION FURNISHED BY OWNER ® 74A ' L74A DOWLIGHT, RECESSED IN GYP BD. SOFFIT W /GLA55 RING - OVER SERVING LINE ONLY 9 UGHTOUER: 2000LV W/ 2008 BRUSHED GOLD REFLECTOR AND 1302 GLASS RING SYLVANIA 37W IR MR16 FL35 (OR EQ.) IN SOH @ SERVING LINE FURNISHED BY OWNER 3 7 K r 7 ) 6 13 0 L76 DECOR LIGHT FOR CHINESE LANTERNS 1 0 SEA GULL LIGHTING 6905XBLE 962 SEAGULL 97102 13W BI PIN BASE SHORTEN CORD IN FIELD INSTALL W/0 GLASS SHADE FURNISHED BY OWNER AgEk SINGLE CIRCUIT TRACK, MOUNTED WITH 18" EXTENSION, WHITE 1 U LIGHTOUER TRACK: #6000 -WHITE MOUNTING KIT #7584 WATT RATING PER LOCAL CODE FURNISHED BY OWNER 1- 1 T18 w 1 SINGLE CIRCUIT TRACK, WHITE 1 LIGHTOLIER TRACK: #6000- -WHITE WATT RATING PER LOCAL CODE FURNISHED BY OWNER I TS c CEILING SCHEDULE S3- A11 -CS01 12/01/00 NO MANUFACTURER DESCRIPTION MATERIAL FINISH ARMSTRONG 2' X 2' SUSPENDED T -BAR GRID CEILING SYSTEM ANGLED TEGULAR CIRRUS #584 WHITE WITH WHITE TRACK rC1 USG 2' X 4' SUSPENDED T -BAR GRID CEILING SYSTEM "VINYL ROCK" VINYL - CLAD GYP. BD. PANELS SMOOTH & WASHABLE - WHITE 1 C2 GOLD BOND MONOLITHIC CEILING ON METAL FRAMING 5/8" GYP. BD. SMOOTH PAINT - WHITE & WASHABLE 1 C3 ROOF STRUCTURE- PROVIDE BLK'G AT BOT. OF TRUSSES WHEN CONDUIT FALLS IN BETWEEN 3/4" CONDUIT COMPRESSION STRUCT PRESSURE FIT BETWEEN ROOF STRUCT. & CEILING MAIN RUNNER AT 12' -0" O.C. EA. WAY WITH FIRST POINT WITHIN 6' -0" OF PERIMETER WALLS PER UBC STD 47 -10 (1991 ED) FERIMETER WIRE AT EA. TERMINATION POINT 8" MAX. ACOUSTICAL CEILING BOARD FACE OF WALL NOTE: FOR SEISMIC AREA 4 ONLY RUN WIRE THRU CENTER OF CONDUIT - CONNECT TO ROOF STRUCT. WITH EYE LAG SCREW WRAP WIRE THRU PREDRILLED SLOTS IN RUNNERS & AROUND BOTTOM OF CONDUIT 4 -12 GA. SPRAY WIRES (AT 200 LB. DESIGN LOAD MIN.) ■, mrnmmEmmommommEm um .I■ . ■ii• ■■■ ■■I 1 \ CROSS RUNNER AT 2' -0" 0.C. MAIN RUNNER AT 4' -0" O.C. T -BAR CEILING DETAIL NO SCALE 0 (E) STEEL DECK #12 EA SIDE 6 "x20 GA HORIZ w/ 2 - #10's EA. KNOTCH AROUND 12 GA WIRE TIES 4 "x20 GA STUDS @ 24" O.C. 4 "x20 GA STUDS © 4 O.C. (@ BRACES +17, -2" (N) SUSP CEILING @ KITCHEN S AW■ .... m. AM AM A& - - 41111111 ArrAM STUD WHALERS \� STUD & TRUSS LS w/ TO TRUSSES �- CEILING 4 "x20 GA STUDS © 4' 0.C. (BETWEEN BRACES) +10' -0" CORNER BEAD FINISH PLYWD BEHIND GYP BD. 12' 5/8" G.B. NEON LIGHT G.B. w/ TAPABLE GROUND 3/4" PLYWOOD BACKER o/ 20 GA END TRACK 4 #10's EA STUD 4 "x20 GA TRACKS w/ 2 - #12 TEKS TO DECK © 6" 0.C. TYP. (E) STEEL TRUSSES 4 "x20 GA BRACING 4' D.C. 4 - #10's EA. LOC TYP. (N) SUSP. CEILING @ DINING 005- 001 -004a PERPENDICULAR CONDITION i 3 #10'SEA -t; • STEEL TRUSSES 12 GA WIRE TIES TO TRUSS + 4" STUD 2 - #12's EA. TRUSS 4 "x20 GA STUD @ 2' 0.C. KNOTCH AROUND TRUSS LS 4 "x20 GA © 2' 0.C. 005 -001 -005 PARALLEL CONDITON 4 1- 1/2 " -1' -o" S3- A11 -GCNO1 12/01/00 GENERAL CEILING PLAN NOTES 1.) LOUVERS. AND PANEL FRONTS SHALL BE SPRAY PAINTED TO MATCH ADJACENT SURFACES, INCLUDING FACTORY FINISHED ITEMS. NO BRUSH PAINTING OF THESE ITEMS WILL BE PERMITTED 2.) ALL EXPOSED GYPSUM BOARD SHALL BE SEALED WITH ONE COAT OF SEALER AND FOLLOWED BY TWO COATS PER PAINT FINISH WITH SMOOTH FINISH. 3.) FOR DETAILS NOT CALLED PUT ON REFLECTED CEILING PLAN, SEE INTERIOR ROOM ELEVATIONS. 4.) REFER TO SECTIONS AND DETAILS FOR VERIFICATIONS OF ALL CEILNG HEIGHTS. 5.) CEILING HEIGHTS SHOWN ARE FROM FINISHED CEILING SURFACE TO FINISH CONCRETE FLOOR 6.) LOCATE ALL LIGHTS AND CEILING REGISTERS SYMMETRIC- ALLY CENTERED OVER DOORS, WINDOWS OR BAYS OF CEILING DESIGN AS INDICATED. 7.) LAYOUT FOR DINING ROOM ACOUSTICAL TILE SHALL COMMENCE AT CENTER POINT OF CEILING AREA. B.) FOR ALL REGISTERS AND DIFFUSERS SEE "M" DRAWING. 9.) FOR ALL ELECTRICAL LIGHTING FIXTURES SEE "E" DRAWINGS. 10.) CONTRACTOR TO PROVIDE ALL FLUORESCENT TUBE LAMPS (USE WARM WHITE ONLY) f_.. /_..../11 c i k DINING ROOM CEILING 41 1- 1 ® +17' -2" A.F.F. C1 03 BOTTOM OF SOFFIT ® + 6' -6" A.F.F. ( -D START T--BAR CEILING & GRID MANAGER STATION CEILING (4) +10' -0" A.F.F. C2 EXHAUST HOOD - SEE MECHANICAL DRAWINGS SERVING AREA CEILING @ +10 -0" A.F.F. KITCHEN CEILING © +10 -0" A.F.F. MOUNT MENUBOARD @ +10' -0" A.F.F. (P -D) C2 SUPPORTED FROM SOFFIT, SEE DETAIL 10/A3.0 S.S. ENCLOSURE FROM TOP OF EXHAUST HOOD TO CEILING BY G.C. KITCHEN EQUIPMENT LIGHT FIXTURE WIRING BY ELECTRICIAN, PROVIDED BY MANUF. AND INSTALLED BY G.C.. TYP. SS. ENCLOSURE FROM TOP OF WALK -IN BOXES TO CEILING BY G.C.. FABRICATION DIMENSIONS OF ENCLOSURE SHALL BE VERIFIED AND MATCH COOLER DIMS. NO CEILING WORK ABOVE COOLER, TYP. WORK ROOM CEILING C2 .... .... / ...... /,`"" /,..... / .... //' . LEGEND EGRESS PATH REQUIRES 1 FOOT CANDLE AT FLOOR ALONG THE ENTIRE PATHWAY AND EGRESS DISCHARGE AREA. C3 C3 1 e N91 u• Q V91 V91 V91 V91 V91 V91 mv91 var u E\ i - SEE DETAILS 9 & 13/A3.0 FOR T- BAR CEILING DETAILS. - SEE DETAILS 1/E3.1 FOR SATC BRACING DETAIL .� .... ..,/ .. .. ... ...,�0 D N M013B WATER HEATER CEILING © +11'- --0" A.F.F. C2 ;m J o 1/1 WWI 1 BOTTOM OF @ + 9' -3" SOFFIT A.F.F. DECORATIVE LATERN PROVIDED BY PANDA EXPRESS AND INSTALLED BY G.C. CONTINUOUS SINGLE STROKE RED NEON © SOFFIT, SEE DETAIL 18/A3.0 DECOR PROVIDED BY PANDA EXPRESS AND INSTALLED BY G.C. J r' J, ill 111111111 -° 1, IIII I i O NMI m N I, E J \ V p� \ J ROUND GYP BD BD. SOFFIT R -6 o f i Ea � ' r SOFFIT MM .1 @ +S' -6" A.F.F. ' -n II 10' -6 "r A.F.F. (P -4) MEN'S R00 CEILING @ +7' -4" A.F.F. P-D WOMEN'S ROOM CEILING @ +7' ---4' A.F.F. (P -D) REFLECTED CEILING PLAN SCALE: 1/4"=1'--0" C3 C3 C3 NOV 0 / 210 Pi�'riI'>il1f (2i\ h EA PANDA RESTAURANT GROUP, INC_ Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS, DESIGNS. SKETCHES. IDEAS. ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECT'S WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. IN(. & VIGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER. AND NOT FOR OTHER RELATED. IMPUED. OR FUTURE WORK(S) OR PROJFCT(S), • REVISIONS: • • ISSUE DATE: • DATE 10/31/07 • ARCHITECT • • PROJECT: • PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4-08-D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. • SEAL: • DESCRIPTION BY VIGEN ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com REFLECTED CEILING PLAN AND LIGHTING SCHEDULE PLAN CHECK RESUBMITTAL 11/05/07 TILE SCHEDULE Al2 -TS06 03/18/07 NO MANUFACTURER DESCRIPTION SERIES MFG# COLOR FINISH JOINT GROUT REMARK T L-7 6 - ,D SPEC CERAMICS T- 714.399 -1720 F- 714.808.1041 18" X 18" PORCELAIN AMBIENTE — TAISHAN MATTE 1/8" / G-62 DINING ROOM FLOOR T�1c SPEC CERAMICS T- 714.399 -1720 F- 714.80$.1041 6" X 12" PORCELAIN AMBIENTE — TAISHAN MATTE 1/8" G-62 SERVICE COUNTER COVE BASE (T_8 SPEC CERAMICS T F 714.39714.809 - 18.104 1 18" X 18" PORCELAIN AMBIENTE — CDNGLING — 1/8" 1 8" G-62 DINING ROOM FLOOR AND BASE ( SPEC CERAMICS TF- 714.$- 714.399 -17208.1041 0 8" X 8" AMBIENTE — CONGLING 1/8" G -62 RESTROOM FLOOR T�5 SPEC CERAMICS T- 714.3 F- 714.$99 -172x8.104 0 12" X 24" PORCELAIN AMBIENTE — XIAN — 1/8" 3-61 RESTROOM WALL T-e ( SPEC CERAMICS T- 714.3 F- 714.8 9 -17 6" X 12" PORCELAIN AMBIENTE — XIAN — 1 / 8 " G61 RESTROOM COVE BASE (HO SPEC CERAMICS T 7 - 714.39 14.80 8.104 1 2" X 2" GLASS TILES LUXA "LUCIDI" L487 — GLOSS 1/8" G -61 ACCENT TILE ON RESTROOM WALL T 67 SPEC CERAMICS T- 714.399 -1720 F-714.808.1041 2" X 2" CERAMIC TILE BY SPEC CERAMICS. SHIPPED IN ALTERNATING PATTERN ON 12" X 12" SHEETS. SPEC IS "FPC PANDA ". THIS SPEC WILL PROVIDE BOTH BLACK GLOSS AND WHITE MATTE TILES. B.JT. - GLUE TO WD BACKER. NO VERTICAL GROUT JT. WOOD BACKER AND TILE BAND ONLY TO RUN BEHIND sETEE -68 SPEC CERAMICS M14.3 F- 7 14.$99 05.10-17241 0 (T -69) SPEC CERAMICS T- 714.399 - F- 714.808.1041 1720 6 "x12" PORCELAIN FP PO RCEEC LAIN SPEC TILE - BLACK MATTE 1 / 8" 0 - 64 6°x12' B1 CK MATTE TILE USD T ALL BASE AT WA LLS THAT RECEIVE RED WAIENSCOA W T (QT) DAL TILE 6" X 6" QUARRY 040 RED BLAZE PLAIN 1 / 8 " G -63 KITCHEN,SERVICE FLOOR (QT1) DAL TILE 6" X 6" QUARRY Q40 RED BLAZE ABRASIVE 1/8" G - 63 KITCHEN,SERVICE FLOOR (QT2) DAL TILE 6" X 6" COVE BASE 03565 RED BLAZE PLAIN 1/8" G -63 KITCHEN,SERVICE BASE GROUT MAPEI F- 714.808,17241 LAIID( MODIFIED GROUT. 39 IVORY NON — SANDED RESTROOM WALL (G -61) G MAPEI T- 714.399.1720 F- 714.808.1041 LATEX MODIFIED GROUT. 11 SAHARA BEIGE SANDED NG ROOM OOR, RESTROOM DINING FLOOR, FLOOR. 1 8 " JOINTS MAPEI T- 714.399.1720 F 714.808.1041 LATEX MODIFIED GROUT. 16 MALT SANDED KITCHEN, SERVICE AREA FLOOR 100% SOLIDS EPDXY GROUT ® COOKHNE AREA MAPEI T- 714.399.1720 F- -714.808.1041 LATEX MODIFIED GROUT. 10 BLACK SANDED DINING ROOM WALL BASE TILE, T -69 G -64 100% SOLIDS EPDXY GROUT PREPARATORY WORK Tile installation must be fully cured. with Fonts clean from excess mortar and construction debris. With a slightly damlened sponge. wipe face of tile to remove dirt or dust. Do not allow standing water in the joints. mixing: See Manufacturer's specification for deaails. GROUT APPLICATION See Manufacturer's specification for details. GROUT PROTECTION Light traffic can be allowed in 18 hours at 75 degree F, normal traffic in 24 hours and heavy traffic in 72 hours. FLOOR MUST BE PROTECTED WHEN MOVING HEAVY EQUIPMENT. 5/8" GREEN BD. 48" HIGH, ON TOP OF 5/8" X 12" CEMENT BD. BY DUROCK. WALL FINISH WP3 SILICONE JOINT SEALANT S5 FLASHING BEHIND SS WALL PANEL AT TOP OF Q.T. BASE LATICRETE 9235 WATERPROOF'G MEMBRANE, 8" UP ON WALL & 24" ON FLOOR, BETWEEN CEMENT 9D. & QUARRY TILE QUARRY TILE BASE SLOPE FOR POSITIVE DRAINAGE 1/4" IN 24" TYP. DRY PAD FOR - SLOPE DRAINAGE SEALANT, GE SILPRUF SCS 2000 METAL STUD MTL STUD SCREW, TOP & BOTTOM © 16" 0.C. SEALANT, GE SILPRUF 5C5 2000 20 GA. GALV. PLATE BETWEEN MTh STUD AND CEMENT BD. 8" UP & 1" ON FLOOR. 1" OVERLAP ON GALV. PLATE WATER PROOFING REQ. 8" UP WALL WALL BASE a@ COOKLINE 24" OUT ON FLOOR TYP. SCALE: 3"=1'-0" k NOTE: ALL GROUT NEEDS TO BE SEALED. (T -61) MEN NEM T -64 (QT1) 6 � , .. .. ..�..., f . n .... Fr r el; r V V V r/ /7/ r ,•/ %' / ef ii %i�� rr . r Ag % r k .•MW01.R:'L:•LL,7u 77.7 AVele :'..`r`r r.rrrrrrr.rrrrr u. g ant W/ EPDXY GROUT UNDER COOKING EQUIPMENT W/ EPDXY GROUT 36" IN FRONT OF COOKING EQUIPMENT TILES UNDER FREEZER 7 S.S. CAP o/ 6" RAISED 18 "x18" CURB w/ 6" TILE,; BASE FOR CO2 TANKS. FINISH FLOOR PLAN SCALE: 1/4"=1'-0" 0 2 4 8 START POINT OF T —B & T —C, CORNER FLOOR TILE CENTER OF MAIN DOOR AND VERIFY WITH PM. VERIFY & ADJUST TILE INSTALLATION AT THRESHOLDS TO PROVIDE LEVEL TRANSITIONS. 16 TYP. TYP. TYIfl. 7 CITY ED CITY OF TUic ",.A Nov 0 / 2E7 P �BMf CJL i Eta PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -S5 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS, DESIGNS. SKETCHES. IDEAS. ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND IE CLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHFTECT'S WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. INC. & VIGEP ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER. AND NOT FOR OTHER RELATED. IMPLIED. OR FUTURE WORK(S) OR PROJFCT(S), • REVISIONS: O • ISSUE DATE: • DATE DESCRIPTION BY 10/31/07 PLAN CHECK MH • ARCHITECT • • PROJECT: • PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4- 08 -D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. • SEAL: IN VIGEN ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com SHEET NO. i TILE FINISH FLOOR PLAN ARY '. IAN 'MEN Ai s WASHINGTON PLAN CHECK RESUBMITTAL 11/05/07 ROOF PLAN NOTES: 1. MANVILLE 4 PLY MINERAL SURFACE FIBERGLASS BUILT -UP ROOFING W/ CAP SHEET 4GIC, CLASS A OR EQUAL. (CELOTEX, CARLISLE) MINIMUM 15 YEAR WARRANT, BUILT-UP ROOFING INSTALLATION PER UBC TABLE NO. 15 -E, 15 -F AND 15 -G. ROOFING [STALLED BY MANUF. CERTIFIED INSTALLER. R -30 MIN. 15 YEARS DURATION. 2. +6" INDICATES APPROXIMATE ELEVATION OF THE TOP OF ROOF PLYWOOD SHEATHING AT PLYWOOD CRICKET. SEE TRUSS DRAWINGS FOR ACTUAL ROOF SLOPE. ALL ROOF ELEVATIONS ARE GIVEN FROM TOP OF INTERIOR CONCRETE FLOOR SLAB (U.O.N.). WHEN FLOOR SLAB STEPS, ELEVATIONS ARE REFERENCED FROM THE HIGHEST FINISHED FLOOR. 3. ANY PROJECTION THROUGH ROOF MUST HAVE A ROOF JACK AND COUNTER FLASHING HOT MOPPED INTO ROOFING, THIS INCLUDES ALL CONDUITS, PIPES, STRUCTURAL ELEMENTS, P.V.C. LINES, ETC. SURFACE APPLICATIONS OF ROOF JACKS WILL NOT BE PERMITTED. SEE DETAIL 5 THIS SHEET. 4. ALL EQUIPMENT PLATFORMS SHALL BE BUILT LEVEL. 5. ALL EXHAUST FANS AND AIR CONDITIONING EQUIPMENT DESIGNATIONS ARE TAKEN FROM MECHANICAL DRAWINGS. 6. ALL SHEET METAL COVERS ON EQUIPMENT PLATFORMS AND ALL COPING METAL, SHALL BE OF 24 GA. G.I. SHEET METAL WITH ALL SEAMS CAULKED INCLUDING CORNERS. ALL SHEET METAL SHALL BE SHOP PRIMED USING (1) COAT OF "RUST - OLEUM" GALVINOLEUM, 3203 UNDER COAT CLEAR BLUE TINT. SEE SHEET METAL SPECIFICATIONS. 7. CONTRACTOR SHALL CONFIRM THAT ALL AREAS OF ROOF ARE PROVIDED WITH POSITIVE DRAINAGE. ALL ROOF PENETRATIONS FOR PLUMBING VENTS, POWER CONDUITS, ETC. SHALL BE FLASHED PER BUILDING SPECIFICATIONS AND DETAILS. VENTS SHALL BE AT LEAST 10' -0" HORIZ. OR 3' -0" ABOVE OUTSIDE AIR INTAKES ( A/C UNITS, MAKE -UP AIR ). 9. CONTRACTOR BE RESPONSIBLE FOR COORDINATION OF SIZES AND LOCATIONS OF ROOF OPENINGS (VENTS, DUCTS, ETC.), PLATFORMS, BASES ETC. COORDINATE SIZES OF MECHANICAL EQUIPMENT PLATFORMS, BASES, ROOF EQUIPMENT PLATFORMS AND OPENINGS SHOWN ON DRAWINGS WITH EQUIPMENT BEING SUPPLIED. SEE TYPICAL DETAILS ON THIS SHEET ALSO COORDINATE INSTALLATION OF LIGHTING, POWER, CONVENIENCE OUTLETS ETC. 8. 10. DRAFT STOPS ENCLOSED SLOPED WALL ATTIC AREA AT 30' -40' O.C. WITH 5/8" GYP BD. OR 3/8 PLYWD- PROVIDE REMOVABLE ACCESSES (24x36) THROUGH DRAFT STOPS AND OTHER OBSTRUCTIONS AS WELL AT ROOFS OR WALKS. LEGEND <N> B.U.R. 0/ <E> & UP & 0/ CURBS CRICKET AS NEEDED <E> B.U.R. <E> RIGID 1 ' -6" MIN. UL. 7 - <E> DECK <E> STL JTS 6" OR 8" SUPPORT CHANNEL EA SIDE CONT BEYOND TS BOX FRAME TO o/ NEXT AVAILABLE JOIST SLOT WELD CHANNEL THRU DECK CONT. o/ JT. CONT. EA SIDE 16� oc . INSIDE MECH. CURBS BY MECH. CONTR. WHERE ALLPIC. 1 1/8" PLYWD o/ T5 FRAME @ LOC's w/o MECH CURBS - #12 CNTR TEKS @ 6" oc. TS 3 "x6" x3/16" BOX FRAME @ LOC's USING MECH. CURBS USE TS 2"x12" x3/16" BOX FRAME @ LOC's w/o ADDIT. MECH. CURB ABV. CONT B.U.R. o/ TOP © THESE LOC's w/ 24GA LID a/ CROSS FRAME W/ TS 2X4X3/16" @ ± 2'0" OC. (AVOID PENETRATIONS) MECH. CURB SUPPORT eh 1- 1 / 2 "- 1'- Q05-0• •I2 AS REQ'D SIZE OPENING AS NEEDED FOR PENERTATION PLUG WELD DE 'k TO & @ 4" DBL G 2 1/2 "x2 1 /2 "x1 /4" @SIDES - JT. TO JT. 2 1/2"x2 1/2 "x1/4" @ ENDS ROOF OPENING DETAIL 0• — EXISTING CRICKET FOR POSITIVE OF ROOF DRAINAGE PROVIDED BY SHELL DEVELOPER EXISTING ROOFING PROVIDE ROOF CRICKETS AT MECHANICAL EQUIPMENT TO ASSURE POSITIVE ROOF DRAINAGE EXHAUST HOOD VENT THRU ROOF SEE MECH. PLAN FOR ADDITIONAL DETAIL- INSTALL EXHAUST FAN MIN. 5' -0" CLR. & 2' -0° ABV. FROM COMBUSTIBLE MATERIAL. MECHANICAL UNITS & CURBS WILL BE A PART OF THE SHELL CONSTRUCTION & COST. MEP SCHEMATIC SCOPE OF WORK BY LANDLORD HVAC - 11 YORK" IS LANDLORD ACCEPTABLE HVAC MANUFACTURER LANDLORD PROVIDES MIN. OF TWO (2) 7.5 TON UNITS PLUS ONE (1) 5 TON UNIT AND PLENUM THROUGH THE ROOF FOR TENANT - INSTALLED DUCTWORK, INCLUDING POWER CONNECTIONS AND CONTROL WIRING. HVAC SYSTEM SHALL BE DESIGNED TO MAINTAIN AN AMBIENT AIR TEMPERATURE OF 72 -75F DEGREES DRY BULB YEAR ROUND. LANDLORD SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, INSPECTIONS AND FINAL APPROVALS ON LANDLORD PROVIDED HVAC EQUIP MENT AND INSTALLATIONS. LANDLORD SHALL BE REQUIRED TO MAKE ALL FINAL PLUMBING, ELECTRICAL, INCLUDING DISCONNECT DEVICES AND CONTROL WIRE CONNECTIONS TO THE UNIT, AS WELL AS UNIT START -UP AND COMMISSIONING. IN COLD CLIMATE AREAS, PROVIDE AUXILIARY HEATING SYSTEMS OR PERIMETER HEATING SYSTEMS ESPECIALLY IN PERIMETER GLAZING AREAS TO PREVENT CONDENSATE. LANDLORD TO PROVIDE AND INSTALL ALL HVAC STRUCTURAL SUPPORTS, UPGRADES AND BRACING AS REQUIRED PER CODE PRIOR TO TENANT'S POSSESSION. ELECTRICAL - 400 AMP SERVICE AT 120V/208V - 3PH -4W MIN. SERVICE REQUIREMENT. TWO 200AMP PANELS ARE ACCEPTABLE, ELECTRICAL SERVICE DISTRIBUTION: TWO (2) 200 AMP, 3PH, 4W 120/208V SERVICE PANELS CONDUIT FROM LANDLORD'S METER SECTION INTO TENANT'S PREMISES WITH MAIN FEEDERS OF APPROPRIATE SIZE INSTALLED TO PANEL IN TENANT'S PREMISES. FLUSH MOUNTED 42 SPACE 400 AMP PANEL OR TWO 200 AMP PANELS IN TENANT'S PREMISES INCLUDING MAIN BREAKER AND SUB -FEED BREAKER. LOCATION PER TENANT'S CONSTRUCTION DOCUMENTS. MAIN PANEL SHALL HAVE COMPATIBLE SHORT CIRCUIT RATING AS THE CONNECTED SWITCHGEAR AND OTHER COMPONENTS OUTSIDE OF LEASE PREMISES. LIFE SAFETY AND FIRE ALARM SYSTEM STUBOUT IN LEASED PREMISES - ALLOWING INSTALLATION OF CODE REQUIRED COMPONENTS WITH MIN, WORK OUTSIDE OF LEASE PREMISES. PROVIDE TENANT WITH PROPRIETARY FIRE ALARM SYSTEM CONTRACTOR /DESIGNER REQUIREMENTS. LANDLORD SHALL PROVIDE POINT OF CONNECTION AND POWER SUPPLY FOR ALL TENANT APPROVED EXTERIOR SIGNAGE LOCATIONS. PHONE AND DATA THE LANDLORD SHALL PROVIDE ONE VACANT, DEDICATED, 1" CONDUIT WITH PULL STRING FROM THE MAJOR POINT OF ENTRY TO THE PREMISES FOR THE EXCLUSIVE USE OF TENANT'S PHONE CONTRACTOR. INSTALLATION OF ALL COMPONENTS LISTED ABOVE SHALL BE INSTALLED WITH FINAL INSPECTION APPROVALS PER LOCAL BUILDING AND HEALTH CODES. PLUMBING - 4" SANITARY WASTE LINE STUBBED WITHIN DEMISED PREMISES AT SUITABLE DEPTH TO PROVIDE DRAINAGE FOR TENANT'S WASTE LINE PER TENANT'S CONSTRUCTION DOCUMENTS. LANDLORD PROVIDES 4" GREASE LINE STUBBED TO PREMISES AND A 4" PLUGGED WYE (Y) BENEATH SLAB /OR GRADE. MIN SLOPE 1/4" PLF FROM FARTHEST STUB POINT. GREASE LINE TO CONNECT TO A 6,000 GAL, EXTERIOR GREASE INTERCEPTOR. 1 -1/2" DOMESTIC WATER SUPPLY LINE STUBOUT INTO LEASE SPACE, SIZED FOR A MIN. OF 30 GPM, AT PRESSURE OF 55 -75 PSI, WITH SHUTOFF VALVE, PRESSURE REDUCING VALVE AND BACKFLOW PREVENTOR ASSEMBLY, AS REQUIRE BY LOCAL JURISDICTIONS. PROVIDE SEPARATE WATER METER FOR LEASED PREMISES. MIN. METER SIZE 1 MIN. 2 PLUMBING VENT LINE OR GREATER, AS REQUIRED BY LOCAL JURISDICTIONS LOCATED ABOVE PROPOSED CEILING WITHIN THE PREMISES FROM PROPERLY FLASHED VENT THROUGH ROOF. GAS METER AND GAS SERVICE TO LEASE SPACE AT A PRESSURE OF 8" WATER COLUMN, SIZED FOR DELIVERY OF 1.7 MILLION BTU / H OF NATURAL GAS AND 1 -1/2" GAS LINE, WITH DISTANCE NOT EXCEEDING 150' TO GAS METER PROVIDE ROUTING FOR TENANT'S WATER HEATING FUJI E TO ATMOSPHRERE WITHIN REASONABLE DISTANCE WITHOUT USE OF DRAFT INDUCERS, AND ALSO PROVIDE A SOURCE OF COMBUSTION AIR. ALL ABOVE LISTED COMPONENTS INSTALLED PER LOCAL BUILDING AND HEALTH CODES. FEES - LANDLORD TO PAY ALL WATER CONNECTION FEES, SEWER FEES, TAP FEES, HOOK -UP FEES, IMPACT FEES, UTILITY FEES, UTILITY CONNECTION FEES. SLOPE 1/4":1'-0" 200# EACH ROOF CRICKETS TYP. M.V.A. • 755 LBS v ,. II IllmI. , IIIIIP .iII'IIIIIIhh_ WATER HEATER FLUE �o O SIGNAGE N ROOF PLAN 0 1 2 SCALE: 1 /4 " =1' -0" 4 8 RECErAED OM/ Tl 4; `!'.A NOV 0 /20" FEfirtiliT 16 PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS. DESIGNS. SKETCHES, IDEAS. ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND OCCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECTS WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE Wm -TOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. INC. & VIGEN ARCHfTECT. THE WOR, CONTAINED ON THESE OW D DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER. AND NOT FOR OTHER RELATED. IMPLIED. OR FUTURE WORK(S) OR PRWECT(5), • REVISIONS: • REV. 1ST 2ND 3RD 4TH 5TH DATE • ISSUE DATE: ■ • ARCHITECT • • PROJECT: 0 • SEAL: ■ 8692 DESCRIPTION BY VIGEN ARCHITECT A R C H I T E C T U R E& /1 ,/,/#/A\s\ L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www_vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4- 08 -D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. SHEET NO. ROOF PLAN REGISTE • D ARCHTT rCT IN e ' VIGEN 'ASH!NGTDN PLAN CHECK RESUBMITTAL 11/05/07 111111111111 1 _..IIIIIIII 1111 III 4001—_ II 11111111111111111111 101111101111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11111111111111111111111111111111 SIG IIIIIIIIIIIIII�IIIIII 111111 .111I11IIIIII.IIIIIIIIIIII. 1111111 11111111111111111111111111111111 � I Iuus.IIIMM ..s.. _ SSEME2Gi6Ir■i�i111�1116� 1 "HIll" 1��1t• 11111111111111111111111111111111 =11■I ■I CI �+ ■ICI ■III ■I ■I� ■I mI r I IIIIIIIIIIIIII 111 1111 IIIUIIII 1111111111111 _ �. UIIUII 4 UIIIUIIt111U It 1 1111111 11111 III 11111 1 1111111 !� I!�Illlll� 1 11111111111111 1111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIUIIII 1111111111111.111111111'; IIIIIII111a�U1 1 111111 :III1111.IIIIIIIIII 1111_ r 11111111111111111111111111 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1 1 1 1 1 : : 1 1 1 1 1 1 l i : l f I I I I I 1111111 •.;1 IIII! : :/ � IIIIIIIIIIIII•Illlll 111111 IU 111111111111 111111111111111111 1 1111 1 1111 11111 1 1111 1 1 1111111111111 1111111 1/11111111 1 11 1 1 1 1 11111 1 1 1 ? � i , ; - 1 111111111 1111 1 11111 1 1 ±1111!.1 :ii'tllll 11111 - 1%'.111 11111111111 — i1i11i :11: :1 TL IT 111111 IT? TENANT IMP I 1I 11 71 WEST ELEVATION 1/8" = NORTH ELEVATION 1 /8" = 1' -O" PANDA EXPR [co SS OVEMENT SPACE T.O. PLATE / +34 -9 1/2 K TEN BUILDING ELEVATIONS FOR REFERENCE ONLY T.O. PLATE + 351_01 T.O. PLATE +22' -9 1/2' PANDA EXPRESS IMPROVEMENT SPACE 0 2 4 8 1 . . �.� l,•.:P NOV 1 6 11111111111111111111 11111111111111111111111111011111 :U11 • 1111111111111111111111111111 !II11111111A` I`II y11!mf i*m 11111111111111111111 11111111111111111111 1111 1111111111111 111111111111 AMC r 7 ri1• •� 1 .�..I I C= O Y. 1111111111111111111111111111111111 r�rl 111111111/ mmumminmemmuumnimmimmiumunimm -= == - L1111111011111 � co ..o o o .—o U o , iffilliffilirlffilre111111111-11111dil � 1 1. 110111.. I: �. 1111111111111 I III11I1111111 Ilillllllllllll IIIIIIIIIIIIII II IIIIIIIIII Illllllllllll IIIIIIIIIIIII IIIIIIIIIIII:I IIIIIIIIIIIII ., 11111111 ,111,1111111111 IIIIIIIIIIIIIIIIIIIIIIIIII111 .111 IIII 111111 I � 1 , •,,, .. I.� I IIIIIIIIII _�wNri�� .Ill :•. 1,... I . I Ili 1 1 1 1 . 4 1 1 1 1 M M N M I 11 I.:100111111111111111111111111111111 111 : . 1 1 7 i 4 1111111 1111111111111111111 111 11111111111111 1 II I I ' ! 11 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11 1 11011111 1 1111 11 III 11111111111 1 1 11111:11 1 1111 1 111111 11 111 11 1111111 1 1 1 11 111111 11 111 1 11111111 1 1111 11 :'911 I :9 IIIIIIIIIII 11 IIIII '�•` �� 1 iLlii T.O, PLATE + 351 -011 T.O. PLATE + 321 -0'v 11 B.O. CEILING ci + 181_0" T.O. SLAB,' I1 0 + 00 NOV 0 / ?U 7 PL:Ei ii • �2i4• 16 32 PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC - 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS. DESIGNS. SKETCHES. IDEAS. ARRANGEMENTS AS WELL PS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECTS WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON. FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RFSTAURANT GROUP. INC. de VIGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIM AND NO OTHER. AND NOT FOR OTHER RELATED. IMPLIED. OR FUTURF WORK(S) OR PROJECT(S), ■ REVISIONS: • REV. A A A A A A ■ 1ST 2ND 3RD 4TH 5TH DATE ISSUE DATE: ■ • ARCHITECT • VIGEN • PROJECT: • DESCRIPTION BY ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4- 08 -D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. ■ EA : MI S L A inn BUILDING ELEVATIONS REGISTE ARCHTT CT h1 VIGEN SHINGTON PLAN CHECK RESUBMITTAL 11/05/07 < DATE DESCRIPTION BY GR-1 / ,, , ,:,,;,, < DATE DESCRIPTION BY CENTERLINE OF DOOR AND SIGN CENTERLINE OF SIGN 1/4" THICK EQUILATERIAL MEN'S ROOM SIGN WITH GRADE 2 BRAILLE 1/4" THICK ROUND WOMEN'S ROOM SIGN WITH GRADE 2 BRAILLE NOTE= SIGNAGE COLOR AND LETTER SIZE SHALL COMPLY WITH LOCAL CODE AND ADA REQUIREMENTS. TOILET SIGNS NOT TO SCALE NOT USED NTS DUCT SEE "MECH" DRAWINGS NOTE GYP. BD. EACH SIDE OF METAL STUD TYP. 4 SIDES 3" MIN. & 12" MAX. -TYP 4 SIDES SEE WALL W - 1 SHT A - 1 1—HR. SHAFT NOT TO SCALE NOT USED NTS ONE LAYER OF 5/8" TYPE "X" GYP. BD. EACH SIDE OF 2 1/2 "- 16 GA. METAL STUDS @ 12" O.C. TYP. 4 SIDES ROOF STRUCTURE - PROVIDE BLK'G @ BOT. OF TRUSSES WHEN CONDUIT FALLS IN BETWEEN 3/4" CONDUIT COMPRESSION STRUCT PRESSURE FIT BETWEEN ROOF STRUCT. & CEILING MAIN RUNNER @ 12' -0" O.C. EA. WAY WITH FIRST POINT WITHIN 4' -0" OF PERIMETER WALLS PER UBC PERIMETER WIRE @ EA. TERMINATION POINT FLOOR TRENCH DRAIN BREAK DETAIL NOT TO SCALE 3/4" PLY WD 7' -g" A.F.F. 7' - 4" A.F.F. T.O. RESTROOM CEILING 8" MAX ITMLTTTT SHORT WALL CEILING CURB DETAIL NO SCALE C -2 1 FACE OF WALL 4 • 7' -O" FL EL t0' -0" FL EL f0' -0" T 5/8" TYPE "X" GYP.BD. TAPED & SANDED VV/ FINISH (P -D) -20 GA. MTL. STUD FL. EL. ±O' -1" BREAK LINE IN FLOOR GRADE RUN WIRE THRU CENTER OF CONDUIT - CONNECT TO ROOF STRUCT. WITH EYE LAG SCREW WRAP WIRE THRU PREDRILLED SLOTS IN RUNNERS & AROUD BOTTOM OF CONDUIT 4 -12 GA. SPRAY WIRES SEE DTL AT LEFT IIIIIIIIIIII CEILING DETAIL NOT TO SCALE INT. FIN. OVER 5/8" GYP. BRD. 2X BACKING 8' -3" A.F.F. T.O. SHORT WALL TRACK LIGHT CLR. SILICONE MAIN RUNNER @ 4' -0" O.C. 12" HIGH 5/8" W.P. PLYWD. CROSS RUNNER @ 2'-O" O.C. FL. EL. FL. EL. 5/8" GYP.BD. W/O FINISH 5/8" GYP.BD TAPED & SANDED W/ FINISH ( P -A ) G.C. TO FURN & INSTALL 5/S "Z" BAR - 2 SIDES FILL ALL GAP SPACE BETWEEN MOP SINK AND WALL WITH FOAM_ COVE BASE TILE SET MOP SINK IN MORTAR BED MOP SINK NO SCALE 24 "X24 "X10" MOP SINK - SEE K -1 (E) ROOF CONSTRUCTION "CEMCO METAL STUDS ICBO # 3403P LA.RR *29923T CEILING -SEE SCHEDULES 5/8" GYP. BD. EACH SIDE 3 5/8" MTL FRAMING @16 "O.C. 1/2" BOLT @ 36" O.C. MENU BD. MID. TO METAL FRMG. - 1/2" BOLT @ END OF SOFFIT TYP. 3 ON EACH END WALK -IN WALL PANEL NOTE: PROVIDE WALK -IN FREEZER MANUFACTURER FORM PLASTIC INSULATION COMPLIANCE LABEL PER SEC.2602 UBC 97 METAL COVE BASE SUB -FLOOR PANEL QUARRY TILES UNDER SUB -FLOOR PANEL 1 /2" 7\ T \ i \ i \ i \ / \/ N.c U 1" X 1" S.S. ANGLE WITH S.S. RIVET @ 24" O.C. PROVIDE & INSTALL BY G.C. • • • 3- #1O SCREWS (E) 2X ROOF RAFTER @ 24" O.C. 4" MTL STUDS 20 GA ALTERNATING @ 48 "O.C. CEILING -SEE SCHEDULES ON SHEET A -1.0, & REFER TO CEILING PLAN, SHEET A -1.1 5/8" TYPE "X" GYP.BD. TO CEILING TAPED & SANDED W/ FINISH TO CEILING (SEE SCHEDULES) 20 GA. MTL. STUD @ 16" O.C. "HILTI" X- AL- H37P8 /DXA COMBO FASTERNERS PIN @ 16" O.C. MAX. TYP. U.N.O. I.C.B.O. # 1290 W/ MINIMUM DEPTH OF 1 1/2" TENANT PARTITION NOT TO SCALE 6.92 EXHAUST HOOD 13/4" FRP 6' -8 "AFF T MENU BRD COVED LIGHTS NOT TO SCALE HOOD TO WALL CONNECTION NOT TO SCALE WALK -IN CEILING PANEL 1" x 1" PLYWOOD GUIDE NAILED DOWN 1 1/2" HILTI SHOT PIN @ 24" O.C. (ICBO 2388) CLEAR SIUCONE SEALANT TYPICAL WALK —IN FREEZER SECTION SPREAD FOAM BEWTEEN QUARRY TILE AND SUB -FLOOR PANEL NO SCALE \ 12 NOTE: INSTALLER TO PROVIDE A WATER -TIGHT SEAL BETWEEN BOTTOM OF COOLER BOX WALL & QUARRY TILE FLOOR 3/8" R. COVED BASE (S.S. OUTSIDE, ALUM. INSIDE), BY KITCHEN EQUIP. CONTRACTOR, INSTALLED BY G.C. CLEAR SILICONE SEALANT QUARRY FLOOR TILE SLOPE FOR POSITIVE DRAINAGE 1/4" IN 24" TYP. 5/8" GREEN BD. 48" HIGH, ON TOP OF 5/8" X 12" CEMENT BD. WALK -IN BOX WALL PANEL WALL FINISH PER SCHEDULE J -MOLD CLEAR SILICONE SEALANT S.S. RIVETS @ 12" O.C. 3/8" R. ALUM. COVED BASE BY KITCHEN EQUIP. CONTRACTOR, INSTALLED BY G.C. QUARRY TILE BAS SPREAD FOAM BEWTEEN QUARRY TILE AND WALK -IN WALL PANEL WATER PROOFING REQ. 8" UP WALL 24" OUT ON FLOOR TYP. 3. 4 �. A -PLAN (WP-.1) OVER 5/8" DRY WALL BY G.G. PRE - FABRICATED WOOD FRAMES BY OWNER, INSTALL BY G.C. SERVICE SPREAD FOAM BEWTEEN QUARRY T AND WALK -IN WALL PANEL WALK —IN COOLER BASE SCALE: 3 " =1' -0" GRANITE GR -1 DN COUNTER TOP PROVIDED BY OWNER, INSTALLED BY G.C. STAINLESS STEEL SERVICE TABLE W/ BUILD -IN STAINLESS - -STEEL SHELVES I • GR - J • WALL BASE @ WALK -IN BOX AND STUD WALL SCALE: 3" =1' -0" TRAY SHELF DETAIL SCALE: 1 1/2" =1' -0" 0 0 • QUARRY TILES COVED BASE TILE a DASHED LINE INDICATES EDGE OF STAINLESS STEEL EQUIPMENT. SEALANT, GE SILPRUF SCS 2000 GR CUSTOMER COOLER WALL PANEL CLEAR SILICONE SEALANT S.S. RIVETS @ 12" O.C. CLEAR SILICONE SEALANT SLOPE FOR POSITIVE DRAINAGE 1 /4" PER 24" TYP. CV 4 SEALANT, GE SILPRUF SCS 2000 WOOD FRAMED EXTERIOR WALL RE: STRUCTURAL LATICRETE 9235 WATERPROOF'G MEMBRANE, 8" UP WALL & 24" ON FLOOR, BETWEEN CEMENT BO. & QUARRY TILE MTL STUD SCREW TOP & BOTTOM @ 16" O.C. 20 GA. GALV. PLATE BETWEEN STUDS AND CEMENT BD. 8" UP & 1" ON FLOOR. 1" OVERLAP ON GALV. PLATE I TRAY SHELF DETAIL SCALE: 1 1/2' = 1' -0" (w -A) TE A-- ELEVATION 1/2" DE PANEL W/ WOOD VENEER OW -A) OUNTABLE PLYWD. , 0 0 5/8" GREEN BD. 48° HIGH, ON TOP OF 5/8 " X12" CEMENT BD. WALL TILE FINISH PER SCHEDULE LATICRETE 9235 WATERPROOF'G MEMBRANE, 8" UP WALL & 24" ON FLOOR, BETWEEN CEMENT BD. & QUARRY TILE DRY PAD FOR SLOPE DRAINAGE FLOOR TILE (WATER PROOFING ON KITCHEN SIDE ONLY) 5/8" GREEN BD. 48° HIGH, ON TOP OF 5/8" X 12" CEMENT BD. FRP WALL FINISH PER SCHEDULE. FINISH FRP WITH J -MOLD ON TOP OF QUARRY TILE JOINT SEALANT LATICRETE 9235 WATERPROOF'G MEMBRANE, 8" UP WALL & 24" ON FLOOR, BETWEEN CEMENT BD. & QUARRY TILE QUARRY TILE BASE DRY PAD FOR SLOPE DRAINAGE SLOPE F POSITIVE DRAINAGE 1/4" PE 4" TYP. WATER PROOFING REQ. 8° UP WALL 24" OUT ON FLOOR TYP. 20" 18" W - A 1' -9i" NOM - PANEL PRE - FABRICATED WOOD FRAMES BY OWNER, INSTALL BY G.C. 0/P - 1i) OVER 5/8" DRY WALL BY G.C. QUARRY TILES WALL BASE @ DINING ROOM SCALE: 3 " =1' -0" 0 GRANITE (GR -1 )DN COUNTER TOP PROVIDED BY OWNER, INSTALLED BY G.C. SERVICE COUNTER �� n SERVICE 7 I 1 1 A SEALANT, GE SILPRUF SCS 2000 WALL BASE @ KITCHEN SCALE: 3 "-1' -0" N.T.S. 1/2" DEMOUNTABLE PLYWD. PANEL W/ WOOD VENEER (V 4' -0" (TYP) L- -1120 x 1116" THICK ALUM PLUGS OVER COUNTERSUNK SCREWS (TYPICAL) TRAY SHELF ELEVATION SCALE: 1 1/2 0 0 0 0 SEALANT, GE SILPRUF SCS 2000 L COVED BASE TILE WALL FINISH PER SCHEDULE MTL STUD SCREW, TOP & BOTTOM @ 16" O.C. 20 GA. GALV. PLATE BETWEEN STUDS AND CEMENT BD. 8" UP & 1" ON FLOOR. 1" OVERLAP ON GALV. PLATE "HILTI" POWER DRIVEN PINS @ 24" 0 C. MAX. TYP. U.N.O. 0 GR -1 CUSTOMER METAL STUDS PER WALL SCHEDULE WALL FINISH PER SCHEDULE MTL. STUD SCREW TOP & BOTTOM @ 16° 0.C. METAL STUDS PER WALL SCHEDULE 20 GA. GALV. PLATE BETWEEN STUDS AND CEMENT BD. 8" UP & 1" ON FLOOR. 1" OVERLAP ON GALV. PLATE "HILTI" POWER DRIVEN PINS @ 24" O.C. MAX. TYP. U.N.O. NI TOP OF S.S. COUNTER 0 0 ALUM. "U' CHANNEL REVEAL TRAY SLIDE COUNTER DETAILS NO SCALE 1/2" DEMOUNTABLE PLYWD. PANEL W/ WOOD VENEER (w -A) ME f bil cm 1 7 f_ik NOV 0 / PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS, DESIGNS. SKETCHES, IDEAS, ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECT'S WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. INC. & VIGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER. AND NOT FOR OTHER RELATED. IMPUED. OR FUTURE WORK(S) OR PROJFCT(S), • REVISIONS: • • ISSUE DATE: • 1ST 2ND 3RD 4TH 5TH 6TH • ARCHITECT ■ • SEAL: ■ VIGEN • PROJECT: • ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559. 268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4- 08 -D157 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. A-3.O ARCHITECTURAL DETAILS PLAN CHECK RESUBMITTAL 11/05/07 REV. DATE DESCRIPTION BY A " " __—AM — 'I I1 = (4) 5/16 X 3 1/2 LAG BOLTS ANCHORING 2 X TO WALL STUDS 5/16 " X 1 1 /2 " LAG BOLTS SEE TYP. TOP TRACK DETAIL ti ANCHORING STR AP TO 2 X 4 A ' 16 GA. STUDS @ 16" TYP. PLAN CO2 SYSTEM " .., 3 5/8" MIN. DEPTH STEEL SLEEVE 5/16 BOLTS WITH NUTS AND WASHERS 1 1/2 " 16 GA. STRAP OR 1/2 " 1/8 1 1/ O N `1 GRAB BAR ELECTRICAL CONDUIT. ANCHOR TO WALL WITH MINIMUM (4) oi 3" 5Q. X —. I 5/16 " X 3 1/2 " LAG BOLTS, TYP. 1 1/4" TO 1 1/2" ON 6" CONC. PAD 6 "x16 GA. BACKING ., CO2 SYSTEM .. \1 CHANNEL (50.000 PSI GRADED) W/3 #10 SCREWS TO EA. STUD (UNPUNCHED) • - ..-, 1/2" . USE 2 POWDER DRIVEN FASTENERS @ EACH STUD @ SOT. TRACK. SEE ELEVATION f 2" MAX STRUCTURAL GENERAL NOTES FOR POF.INFO. NOT USED 18 STRAPPING FOR CO2 TANK - ( g NOT USED NOT USED FINISH " 15 16 t / NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE •��` 3- #14 SCREWS 2 1 � / 4 "�� 3 5/8" 20 GA MTL. STUD FRAMING, TYP. (PROVIDE 18 GA. STUDS FOR WALLS WHEN FLOOR TO DECK HEIGHT EXCEEDS 18' -0 ") STORES IN SEISMIC ZONES 3 & 4 ONLY PROVIDE CLIP ANGLE(SL + 5' -0" A.F.F. AT WALLS 10' -0" HIGH OR LESS, AND EVERY 4' -0" AT WALLS GREATER THAN 10' -0" OR AS REQUIRED BY LOCAL CODES. - = - 1 1 1 re) 3 " t ! 0 FLANGE DETAIL NOTES 1. MAX. SPACING OF GRAB BAR ANCHORAGES = 48" 2. MIN. SECTION MODULUS = .0534 CU. IN. STUD (UNPUNCHED) 3. MIN. SECTION AREA = .1813 SQ. IN. 4. E =29000 KSI. 6. 18 85,0 T SI. 6. 18 GA, STAINLESS STEEL 304 7. WELDED 11 GA. 304 S.S. MOUNTING FLANGES. 3/4" 16 GA. COLD - ROLLED CHANNEL - LOCATE AT 4' -0" O.C. HORIZONTALLY, OR AS REQUIRED BY LOCAL CODE. 9 GA WIRE NOTE: PROVIDE BRIDGING STOCKROOM WALLS WHERE GYPSUM BOARD OCCURS ONE SIDE ONLY ' AT AT ` BRIDGE DETAIL 18 GRAB BAR 14 NOT USED 10 NOT USED NOT USED NOT TO SCALE NOT TO SCALE \ ----- 1 NOT NOT TO SCALE NOT TO SCALE TO SCALE ii NOT USED 9 NOT USED NOT USED NOT USED NOT USED NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 1- All final finishes including colors (smooth with no texture) . 2. Type of floor covering exten- ding up the wall continuously 4" with 3/8" radius cove. 3. Conduit, pipes, and waste lines within the wall. gy; ,°, "5 3 is �4^ ' ----7-7: - -- t t . 4 � • r Y' 6 ' - . - B r ^ter f` CM' O Ti NOV O Pc.:Fittfill GL 1► 1GF rAt-I l0l.3� 7 �A`f� 1.1N a( -1 LlAl '.Ltt`t 1^L "ir&r{l ]LSNG71DNl 7X 'I 4. Chases for: Cot, syrup, liquor, beer, . - - ' 1-.usH rlourtteD. a u o��rll�t� I r w clra�>' TO I' h5A1 4 F • I FR.? soda, wine, I riser, etc. GYP -60- 5 Vl t b i 1 WALL . Valves muse accessible. r�5A.17-17:. - Exceptions will be granted + A O •• - �i� - 8 d, - {, fV P EI To 4 e75. . I G 1 --1 r I AHD � �T�.4- ��1;{` C.ahlDlJl'Th ��P �O 15>✓ Cl�fv[. 7 U'4 t--1-14.n . ,- w /Go only if so stated in the UMC, LI4L1C�5 . L 5R 1-412-.5 I ~1G . •UPC, UBC, and UEC. If solid _ _. > ruftstav, ATS UO walls, such as concrete block are encountered, fur the wall 6e.5 out to conceal the conduit, - pipes, etc. 4 INK. r- - 1>✓a F rT IHK. kl..•,TafL : =I ::: :: :: ii:i: � o I O � _ . 4- -- • + �." o 0 �� . . 1 1 ..�1 C r'ga 1 -Fil C' '7 a f - 'fir K Cc JTINIIGC5 7l [tAa1k4, GoJL. _Ales '� HA1. 011--1-_ cove detail -aV ¢ 0E -H MIN. J 1rCKZSWK S' ->~ NOT USED 20 NOT USED 16 CONDUIT IN CABINET 12 CONDUIT IN WALL g NOT USED 4 N.T.S. NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE REV. DATE DESCRIPTION BY A A A a <Ia® 0.;1 '1 PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS. DESIGNS. SKETCHES. IDEAS. ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECTS WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON. FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP, INC. & VIGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER. AND NOT FOR OTHER RELATED. IMPLIED. OR FUTURE WORK(S) OR PROJECT(5), • REVISIONS: • • ISSUE DATE: ■ 1ST 2ND 3RD 4TH 5TH 5TH • ARCHITECT • VIGEN ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com • PROJECT: • PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4- 08 -D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. I.�lr VIGEN TA$HINGTON PLAN CHECK RESUBMITTAL 11/05/07 NEW INTERIOR WAINSCOT FINISHES 2007 REV PAINT TAG MANUFACTURER MFG # COLOR FINISH /COLOR REMARK MH CUSTOM PLASTIC LAM. -- CHINA RED BEECHWOOD PATTERN CUSTOM FORMICA LAMINATE Iv SPEC CERAMICS TF- - 714714.8.399 -17208.104 0 18" X 18" PORCELAIN AMBIENTE TAISHAN MATTE DINING ROOM FLOOR T -61 SPEC CERAMICS T- 714.399 -1720 F- 714.808. 1041 6 X 12" PORCELAIN AMBIENTE TAISHAN MATTE SERVICE COUNTER COVE BASE Ts1c -.. .,.. (-r-63 CERAMICS TF- - 714.714.808.104 399 -1720 18" X 18" PORCELAIN AMBIENTE COWLING MATTE DINNING ROOM FLOOR AND BASE SPEC CERAMICS T- 714.399 -1720 F 714 2" X 2 CERAMIC TILE BY SPEC CERAMICS. SHIPPED IN ALTERNATING PATTERN ON12 X 12" SHEETS. SPEC IS ° FPC PANDA ". THIS SPEC WILL PROVIDE BOTH BLACK GLOSS AND WHITE MATTE TILES. GLUE TO WD BACKER NO VERTICAL GROUT sr. WOOD BACKER AND 71LE BAND ONLY TO RUN T 67 (r-68) SPEC CERAMICS T– F- 714.3714.899 -17208.1041 0 eEHND stltt REV. DATE DESCRIPTION BY 10/31/07 PLAN CHECK MH 44444® 1 I STEP 4 STEP 3 STEP 1 STEP 5 SECTION TOUGH WALL 17' -2' • B.O. LAY – IN – CEILING ,. /'.... . 4 ,,,... 10' fi' A.F.F. A.O. CURVED SOFFIT d u n 8' -6° A.F.F. • T.O. SHORT WALL ELEC. OUTLET FOR ICE MACJ4IIkI F BY G.C. T.O. DOOR WATER INLET PIPE BY MANITOWOC 1/2" COLD WATER OUTLET W/ BALL VALVE SHUT OFF BY G.C., FOR FURTHER EQUIPMENT ELEC. OUTLET, PAINTED TO SAME COLOR AS LOW WALL PVC DRAIN PIPE TO FLOOR SINK BY MANITOWOC. MANITOWOC TO SEAL GAP THRU THE PRE – DRILLED GRANITE –TOP POWER OUTLET FOR SODA DISPENSER BY C.C. 2 GYP. BD. PARTITION 1. INSTALL BOTTOM TRACK AT +5 4" ABOVE SLAB — ENSURE THAT TRACK IS LEVEL. PROCEDURE FOR INSTALLING WAINSCOT SYSTEM: 2. INSTALL WOOD WAINCOT INTO TRACK. USE LIQUID NAILS AND TOENAIL TOP OF PANEL TO WALL WITH FINISH NAILS. 3. INSTALL ONE PEICE TILE BACKER /WOOD TOP CAP TIGHT TO TOP OF WAINSCOT PANEL. 4. INSTALL ALTERNATING TILE BAND T -67 AND T -68 — NO GROUT JOINT. 5. INSTALL BLACK GRANITE BASE TILES. FULL FACE OF GRANITE TILE FACES INTO DINING ROOM AND TILES THAT GO AROUND CORNERS BUTT INTO FACE TILE. ( P-63) ( P CUT 1 AT DOOR BOTTOM — KICKPLATE 20 GA. MIL. CONTINUOUS AT BOTTOM OF WAINSCOT SCREW INTO STUD — APPROXIMATE SIZE AS SHOWN 77 SECTION THROUGH ANGLE /8 MOLD @ BOTTOM OF PANEL h i3 3' -4" 6. SYSTEM IS FINISHED! , -.. �, .. y ,.... /7 „ _•. . .. p ,..... ,...... .. �,... �.... ,.....SECTION @ TILE BACKER BLOCKING e 7. PANDA EXPRESS TO PROVIDE MATERIAL FOR WAINSCOT & IT'S TO BE INSTALLED BY G.0 -S 14 NOTE: ALL COMPONENTS SUPPLIED BY RICHFIELD CONTACT SCOTT LE (626) 810 -1819 X138 SECT. OF NEW WOOD WAINSCOT & INSTALLATION PROCEDURE da 17' -2 A.F.F. B.O. LAY –IN– CEILING o d i 11' -4 A.F.F. T.O. WINDOW 7' -0" A.F.F. T.D. DOOR 3' -4' A.F.F. ▪ T.D. WINDOW MUWDN NOT TO SCALE (P-62) ENO WAINSCOT EH N DRINK COUNTER N V 6' -8" A.F.F. B.O. SOFFIT THANK (WP -4) D N N 1• I O CP-66) m Q N GRANITE BACK SPLASH 8" HT. DRINK COUNTER SEE SHEET F -1.0 1/2" COLD WATER OUTLET, W/ BALL VALVE SHUT OFF BY G.C., HOOK UP TO WATER INLET OF ICE MACHINE BY MANITOWOC e e' '' ... • GR .+ WPB 6 (P -66) P -66 r r - - 1 I NOTE: ALIGN BASEBOARD TILES WITH FLOOR TILES. MENU BOARD 17 –6 5 /B X 2' -6 OPENING 1T -6 3�/ X 2' -6 5/8' (E) COLUMN, WRAP W/ STAINLESS STEEL, WP-2 KITCHEN BEYOND SERVICE COUNTER, SEE 3/A3.0, 4/A3.0 TYP. FOR WP-4 NOTE: ALL EXPOSED EDGES OF WALL TILE MUST BE MITERED © 45' ANGLE. EAS TILE EDGE AS ALLOWABLE. GENERAL DECOR NOTE: ALL WALL DECORATIONS, PRINT LOCATIONS, ETC. TO BE VERIFIED WITH PANDA EXPRESS BY G.C. G.C. SHALL PROVIDE ALL SPECIAL REQUIREMENTS OF DECOR ITEM INSTALLATION ONTO WALLS (HIDDEN BLOCKING, ETC.) ( P- 66 ) ( P-64, –L- Tr` - 11 111 11 111 II 111 UI E E3 E IL1 E3 ) 16 LEAR SEE DETAIL 20/A -3.0 ))l :f CONTINUOUS SINGLE STROKE OF RED NEON /)\ (T -61C) ( P-64) II I I E IL SEE DETA 20/A -3. 71 11" 11 11 a 1 { I 11 y4� E 1 ' 7 ". 17 1 — r r >') ( P-66) 3C ME MM E EE ENWEWWW EMEk 0 ( P-66) (t. 8 WWW WWE WEWEWEM.' MW.,ti. 9W 5 C WP SOUTH DINING ELEVATION SCALE: 3/8 " =1' -0" SEE SHEET A -1.0 FOR INTERIOR PAINT COLOR SCHEDULE, WINDOW & DOOR SCHEDULES, ALL PAINT ON WALL TO ROOF. REIEv WOMFE EXIT SIGN, L4 WALL MOUNTED E (t EXIT SIGN, L4 WALL MOUNTED NORTH DINING ELEVATION SCALE: 3/8 " -1 — 0" 4 8 1 2 �:;•.. 'mss 3�. ...,.,., EErI S "./ :L �-e . , NOV 0 ?J1;/ �ru PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS. DESIGNS. SKETCHES, IDEAS. ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECT'S WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON. FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. INC. VIGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER. AND NOT FOR OTHER RFI ATED IMPUED. OR FUTURE WORK(S) OR PROJFCT(S) • REVISIONS: • • ISSUE DATE: S 1ST 2ND 3RD 4TH 5TH • ARCHITECT • • PROJECT: 0 VIGEN ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4- 08 -D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. • SEAL: • SHEET A.4 ■ INTERIOR ELEVATIONS Y T1 , N VIGEN 0 WASHINGTON 86 PLAN CHECK RESUBMITTAL 11/05/07 NEW INTERIOR WAINSCOT FINISHES 2007 REV PAINT TAG MANUFACTURER MFG # COLOR FINISH /COLOR REMARK 0 CUSTOM PLASTIC LAM. -- CHINA RED BEECHWOOD PATTERN CUSTOM FORMICA LAMINATE SPEC CERAMICS T-714.399-1720 F- 714.808.1041 08.1041 18" X 18 P AMBIENTE TAISHAN MATTE / DINING ROOM FLOOR T 61 SPEC CERAMICS T- 714.399 -172D F- 714.808.1041 6" X 12" PORCELAIN AMBIENTE TAISHAN MATTE SERVICE COUNTER COVE BASE T� 0-_63)) T SPEC CERAMICS TF- - 71714.84.399 -172D 08.1041 18" X 18" PORCELAIN AMBIENTE CONGLING MATTE DINNING ROOM FLOOR AND BASE L SPEC CERAMICS T- 714.399 -172D F- 714. 2" X 2 CERAMIC TILE BY SPEC CERAMICS. SHIPPED IN ALTERNATING PATTERN ON12" X 12" SHEETS. SPEC IS ° FPC PANDA ". THIS SPEC WILL PROVIDE BOTH BLACK GLOSS AND WHITE MATTE TILES. GLUE TO WD BACKER NO 4ERTICAL GROUT JT. WOOD SACKER AND TILE AN D ONLY TD RUN BEHIND SETEE. 68 SPEC CERAMICS T- 714.8 -1 2 F 17' -2" A.F.F. B.O. LAY --IN- CEILING o d i 12' -0" A.F.F. B.O. LAY -IN- CEILING 3' -4" A.F.F. T.Q. WINDOW MULLION NOTE: ALIGN BASEBOARD TILES WITH FLOOR TILES. NOTE: ALL EXPOSED EDGES OF WALL TILE MUST BE MITERED © 45' ANGLE. EAS TILE EDGE AS ALLOWABLE. GENERAL DECOR NOTE: ALL WALL DECORATIONS, PRINT LOCATIONS, ETC. TO BE VERIFIED WITH PANDA EXPRESS BY G.C. G.C. SHALL PROVIDE ALL SPECIAL REQUIREMENTS OF DECOR ITEM INSTALLATION ONTO WALLS (HIDDEN BLOCKING, ETC.) 17' -2" A.F.F. B.O. LAY -IN- CEILING Li 10' -6" A.F.F. B.O. CURVED SOFFIT BEYOND 8'-6" A.F.F. T.O. OPENING 7' -0" A.F.F. T.O. DOOR 3' -4" A.F.F. T.O. WINDOW MULLION (T-68 (WP -4 di 9 -6" A.F.F. B.O. SOFFIT VESTIBULE CUT r AT DOOR BOTTOM 1" ROUND WOOD PROVIDED BY PANDA INSTALLED BY G.C. SEE SHEET A -1.0 FOR INTERIOR PAINT COLOR SCHEDULE, WINDOW & DOOR SCHEDULES, ALL PAINT ON WALL TO ROOF. WP-4) (T -63 p-62) (p-63) A.F.F. B.O. SOFFIT I I di -8" A.F.F. B.Q. 1 SOFFIT P -66 11 11 BEVERAGE COUNTER SEE SHEET F -10 r P -66) T __ . 1r - - - 1 11 11 11 11 r T _I T T - 61) P CP -66 (GR -6:1) SEE DETAIL -. ......gi 20/A -3.0 n- 11 I I I 11 (0� (E) COLUMN, WRAP W/ STAINLESS STEEL, WP-2 (p-66) P-64 MENU BOARD X KITCHEN BEYOND SEE DETAIL 20/A -3.0 SERVICE COUNTER, SEE 3 /A3.O,XWP -4) 4/A3.0 TYP. FOR E9 E -1 IM■\I 111 E \ ■ \ ■ ■ \ ■\ ■ ■- ■il MN; .. ■ OM \ ■S — (T -67) (T -68) EXIT SIGN, L4 WALL MOUNTED TRAY POCKET, SEE DETAIL 3/A3.0, 7/A3.0, AND 8/A3.0 EAST DINING ELEVATION SCALE: 1 /2 " = 1 ' -0" WEST DINING ELEVATION SCALE: 1 /2 " =1' -0" 0 2 4 8 RECIErJ Oi ice! 71. lF<e,;, ".A NOV 0 7 20G7 FLEW i ��Iv ► E PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS. DESIGNS. SKETCHES. IDEAS, ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECTS WORK. NOTHING CONTANED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. INC. & VIGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER AND NOT FOR OTHER RELATED. IMPLIED. OR FUTURF WORK(5) OR PROJECT[S), • REVISIONS: ■ • ISSUE DATE: • DATE 10/31/07 • ARCHITECT • • PROJECT: ■ • SEAL: • VIGEN 8692 DESCRIPTION BY ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4-08-D167 ARCH PROJECT #: H702.020 DATE It 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. SHEET NO. INTERIOR ELEVATIONS REG1.STE ED ARCH CT 7 : N VTGEN OF WASHINGTON PLAN CHECK RESUBMITTAL 11/05/07 A PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134T1 PL SE BELLEVUE, WA 98006 THESE DRAWINGS, DESIGNS, SKETCHES, IDEAS. ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECTS WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. INC. & VIGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER. AND NOT FOR OTHER RELATED IMPLIED OR FUTURE WORK(S) OR PROJEGT(5), • REVISIONS: ■ • ISSUE DATE: • DATE ■ ARCHITECT • VIGEN ■ PROJECT: • DESCRIPTION BY ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4- 08 -D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. • SEAL: • SHEET NOW KITCHEN & RESTROOM ELEVATIONS REGISTE ARCHIT T VTMEN WASHINGTON 8692 PLAN CHECK RESUBMITTAL 11/05/07 " STAINLESS STEEL ENCLOSURE FROM TOP CONCEALED BLOCKING AS INDICATED BY THE DASHED BOX AREAS AROUND WALL SHELVING, SINK BACKS, ETC. SHALL CONSIST OF THE FOLLOWING: - BLOCKING @ ALL RATED WALLS SHALL CONSIST OF 6" 20 GA. METAL STRAPS INSTALLED PRIOR TO INSTALLATION OF GYP. BOARD @ ALL AREAS REQUIRED FOR FASTENING EQUIPMENT SECURELY TO STUD WALL. - BLOCKING @ ALL OTHER WALLS SHALL CONSIST OF 5/8" PLYWOOD SHEATHING IN PLACE OF GYP. BOARD WITHIN DASHED BOX AREAS. FINISH OVER WITH SPECIFIED WALL PANEL FINISH PER KITCHEN ELEVATIONS. AREA REQUIRING AREA REQUIRING BLOCKING RE: OF HOOD TO CEILING BY G.C. BLOCKING RE: 1/A-2.2 SHAL L A BE VERIFIED AND ENCLOSURE 1/A-2.2 ANb MATCH HOOP DIMENSIONS. 43B ®71 WP2 ( wPi) 43A ®59" 6' -6" 6' -4" �� S.S. ` UST HOOD 0� 'fl � '� —g 9 " 3 ' -6" 9 "1 " 7 ' -7 " , 9" , / , ] � ' I / 1' EHIN TOOK .INE N r ? 7�zT m - = /JOJ J \ !!!!!!!!!!!!J "" ' '� %f �//// �� Y / / Y �I{ ty LvLV ;I i i ..�. I '�..,e ='""� _ _ _ _ L - l I{ J • • ■ ■'�l�lulli!!!:rlr. ■,►I ■ ■■ ■ � II Emil ■■1� FINN ■ ■I!1 hilt �I�■■ 1 1 1 1 1 I.l 1 1 I I I� \ F.S!— I F.S. F.S. QT2 QT2 QT2 NOT USED VEGETABLE SINK ELEV. 9 WOK RANGE COOK LINE & MANAGER STATION ELEV. GENERAL WALL BLOCKING NOTES SCALE: 1/4" = 1' -0" SCALE: 1/4' = l'-O" a SEISMIC BRACING SECURITY MONITOR SUPPRESSION TANK SERVICE AREA SOFFIT -J o n PER DTL. 9/A -3.2 AREA REQUIRING BLOCKING D. 1/A-2.2 AREA REQUIRING BLOCKING P _ FIRE SOFFIT I RE: GENERAL NOTE 1/A2.2 \ T -‘ + \ O I -0 - BACK OF MENU -BD. MENU BOARD 17' -6 "5/8" X 2' -6 "9/16" OPENING 17 -6 3/4 X 2 ` /8 CLEAR OPE�I�TO DIN�L�G (WP1) \ 1- W WP1 ` 1 l' J (WP1) OPEN TO SERVICE AREA I DOSE REEL �,�,U - 1 • - ��, � I I o I r 1 l ad y � = Illlli j 1 II I \ I v�l „AA 4401 _ ! 10 Q 1 A 11 ■ ■ ■�� ■�1 ■■■ ■ ■�IJ ■ ■� ■ ■ ■ ■■� ■■ \ 1 c � s \ QT2 ■!•J ■■I■III■■■■■IZ I ■l!I■ ■ ■■ ■■NN■ ■■■■L� : = QT2 MOP SINK 2 —0 F.S. 6" HIGH CONC. BASE W/ QT2 FOR CO2 TANK NOT USED 14 ICE MACHINE, HAND SINK, CO2 TANK ELEV. I0 REF. PREP. COOLER ELEV. 6 SERVICE COUNTER ELEV. 0 SCALE: SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" ELECTRICAL PANELS SEE ELEC. DINGS. 1 =a_� `,;' . ` P -64 @ 71" 438 \ OPEN __..� . TO DINING = w LT n @ 59" �WP1) CZ 8'-4" PAL PNL \ ` r "WiWIMA \1101 1 1 1 .1 _, „ w 111 1 1 1 1 1 I f I I I 1 1 1 1 1 I I I I - 1 ■ ■ ■■ ■ ■■ N ■ ■F I■■ ■ ■■ ■ 1 1 172 1 Y... ■!�1 ■ ■ ■ ■ ■■ F.S. QT2 QT2 3/8” R. COVE BASE TYP. NOT USED ELECTRICAL PANEL ELEVS. POT SINK + MOP SINK ELEV. SERVICE COUNTER ELEVATION SCALE: 1/4" = 1 ' -0" SCALE: 1/4" = 1' -0" SCALE: 1/4" - 1' -0" II �P (T-65) (T ' :±}1II NO DESCRIPTION I 2' _7" [RG36 BOBRICK GRAB BAR, 36" LONG B_6806 1 1/2" , SATIN FINISH I1T i I -- [ f}fIIII}fffIIfIi7 fit 1 1 . BOBRICK GRAB BAR, 42" LONG B -6806 1 1 / 1/2" SATIN FINISH �P-61) �P -6 �' I ::. \ I L24 I RG42 ;1 ( 61) . I. -I T�5 I f1 � IltlMill}�ffifffHfff 1 ii l:fLff BOBRICK CHANNEL FRAME MIRROR B-165 (1830) 18 X30 B BRIGHT POLISH FINISH ill" T 66 if (T �i - � L. T -66 T -66 HTifilfl iifriiiiiiliilf I I RMS 1 1 o D RG42 . n T -65 r i _ _ . _ \ SOAP DISPENSER (BY VENDOR) ¢ (T - 65) I 1 �N — T------„ RG36 a RS -- - w - N , ¢ f.--, - = RD , - - _ 1 I T i i RT BOBRICK RECESSED SEAT COVER DISPENSER B -301 STAINLESS STEEL, SATIN FINISH , _ L 1 -...j i RT RT 1 f RMS L 1 T _ \ \ \�` s . (1-65) - 65c BOBRICK RECESSED PAPER TOWEL DISPENSER & WASTE RECEPTACLE B- 396034 STAINLESS STEEL, SATIN FINISH, ROUGH WALL OPEN'G 14 1/2'V X 39 5/8"H, 2' -7" RPW I.jf - BOBRICK MUTI -ROLL TOILET TISSUE DISPENSER B -2888 STAINLESS STEEL, SATIN FINISH RMT ( AMERICAN STANDARD FLOOR MOUNTED ELONGATED TOILET CADET 2168.100, WHITE RT 1 111 rIIIII ;,fIi-iliLilf}IfIIIIEII_K' fffif+IIIIIIi }flllrfl P p B1 if �p_61) �P -61) AMERICAN STANDARD WALL HUNG LAVATORY DECLYN 0321.026, WHITE f }I }]1 3 � I \ 1 L24 -61 RL T-66 f'z \ I11E11 T -65 AMERICAN STANDARD URINAL 6601.100 LYNBROOK 1.0 GPF WITH SLOAN ROYAL #180 -1 FLUSH VALVE T 66 111E1tt if}iltitiiifiliiiii} 1 1 . RL fl HI iLfflff ffl!Ilffifl T � (T -66) RMS �, :II I T 66 RU I � � RG42 T -65 ._ .......1_ - T 65 I � I \ \ o d �� BOBRICK SURFACE - MOUNTED SANITARY NAPKIN DISPOSAL B- 254 - STAINLESS STEEL, SATIN FINISH RG36 RD I 1 _ [V Y RD r� ` < '� I ( l RT RT 65c l 1 l 1 I 1 `�. -65� \ \ \ \ \ \ \ ' RMT R p W PROTECT PIPES FROM -65c STAINLESS STEEL -65c HOT AND ABRASIVE SURFACES KICK PLATE FIECT.P'!r°L INSULATE TRAP & HOT WATER AT HANDICAPPED LAVS. RESTROOM PARTITION BY GLOBAL, STAINLESS STEEL FINISH E F G H NOV O 2E P`Hitrff :l1 TOILET ROOM ELEVATIONS 4 SCALE: 1/4" = 1 ' -0" A PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134T1 PL SE BELLEVUE, WA 98006 THESE DRAWINGS, DESIGNS, SKETCHES, IDEAS. ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECTS WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. INC. & VIGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER. AND NOT FOR OTHER RELATED IMPLIED OR FUTURE WORK(S) OR PROJEGT(5), • REVISIONS: ■ • ISSUE DATE: • DATE ■ ARCHITECT • VIGEN ■ PROJECT: • DESCRIPTION BY ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4- 08 -D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. • SEAL: • SHEET NOW KITCHEN & RESTROOM ELEVATIONS REGISTE ARCHIT T VTMEN WASHINGTON 8692 PLAN CHECK RESUBMITTAL 11/05/07 EQUIPMENT SCHEDULE S4 -08 -D 1 677 08/29/07 PREMISES TO FACILITATE EMERGENCY ACCESS TO THE BUILDING. 4. ADDRESS NUMBERS SHALL BE PLACE ON EXTERIOR OF BUILDING TO BE CLEARLY & PLAINLY VISIBLE FORM THE STREET. NUMBERS SHALL BE AT LEAST 6" HIGH CONTRASTING COLOR. CFC 901.4.4. 5. ADDRESS NUMBERS SHALL BE PLACE ON EXTERIOR OF BUILDING TO BE CLEARLY & PLAINLY VISIBLE FORM THE STREET. NUMBERS SHALL BE AT LEAST 6" HIGH CONTRASTING COLOR. CFC 901.4.4. 6. FLAME - SPREAD CLASS OF FINISH MATERIALS USED ON INTERIOR WALLS AND CEILING SHALL NOT EXCEED THAT SET FORTH IN UBC, TABLE 8 -A 7. FOR ALL CONDUIT AND SODA LINES CONTAIN INSIDE THE WALLS SEE 8 PLU LIQUID CO2 INSIDE. SEE DETAIL #10/A3.1. 19. DECORATIVE MATERIALS SHALL BE NONFLAMMABLE OR TREATED IN AN APPROVED MANNER. 20. A BUSINESS LICENSE IS REQUIRED PRIOR TO FIRE FINAL INSPECTION. 21. SEE THE INFORMATION SHEET ON FIRE FINAL INSPECTIONS. 22. THE GREASE INTERCEPTOR REQUIRES A SEPARATE INSTALLATION PERMIT FROM CHEMICAL CONTROL. THE PERMIT SHALL BE OBTAINED BY THE SUBCONTRACTOR PRIOR TO INSTALLATION AND AN INSPECTION AND WATER FILLED TEST SHALL BE SCHEDULED WITH CHEMICAL CONTROL PRIOR TO COVERING BURIED UNITS. 23. OCCUPANT TO OBTAIN PRETREATMENT PERMIT PRIOR TO CERTIFICATE OF OCCUPANCY. 24. ALL FOOD AND UTENSIL RELATED EQUIPMENT SHALL BE CERTIFIED OR CLASSIFIED FOR SANITATION BY AN AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) ACCREDITED CERTIFICATION PROGRAM. 25. OUTDOOR PATIO DINING AREA TABLES AND SEATING ARE NOT FIXED. 26. GAS WATER HEATER TO BE EQUIPPED WITH RECIRCULATION PUMP & TIMER. ELECTRICAL DESCRIPTION =56 TOTAL OCCUPANT 15 56 A & S FIRE PREVENTION NOTES. . 1. PROVIDE A 750-GALLON GREASE INTERCEPTOR FOR THIS RESTAURANT. 2. SEPARATE PLANS AND PERMITS ARE REQUIRED FOR GREASE INTERCEPTOR. 3. ALL COOKING EQUIPMENT THAT PRODUCE GREASE LADEN VAPORS SHALL BE PROTECTED BY A HOOD AND DUCT FIRE EXTINGUISHING SYSTEM IN COMPLIANCE WITH THE UNIFORM FIRE CODE AND UL300. 4. FIRE EXTINGUISHERS: BOTH PLACEMENT AND QUANTIFY PER FIRE MARSHALL. CONNECTION TO FLOOR SINK ss OWNER(PANDA INC.) ) SERVING AREA S E D DIRECT CONNECTION C CONVENIENT OUTLET GC GENERAL CONTRACTOR K KITCHEN RIH ROUGH IN HEIGHT (TO CONNECTION) FS FLOOR STUB OUT EC ELECTRICAL CONTRACTOR (E) EXISTING CENTER OF 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. 1 SIZE R.I.H. I TYPE WATT W x D x H (4 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 3600W 3 208 43 1/2 ° x23 1/2 APW HFVI-3 3'�FOOrW� :sue FS 1/2 " -1" 24" F 4800W 3 208 57 3/623 1/2" APW HFW -4 T4 5D FS 3/4" 115 WAD DISPENSER 30 "x30 "x35" CORNEUUS ED -2000 BEVERAGE DISPENSER ' 4AB 1/2" 16" C 1.5A 1 115 ON S/S SHELF 15 "x11 ° X16" CORNEUUS CARBONATOR 46 96" C 7.2A 1 29 "x18 CORNEUUS SODA RACK 4C ON 6 CURB 020' CO2 TANK 4D SEE ELEV. DWG 24 "x18 KEC CARBONATOR SHELF 4E 96" 1/2" WALL MOUNT 20 "x4 "x20" EVERPURE WATER FILTER 4F FS 1 /2" 24 "x24 ° x6 1 /2" KEC CUSTOM , 24�' D? PB` W/ TOWEL & SOAP 3 "x24 ° x36" EAGLE S.S. HAND SINK w/ CART_ 6F ICE BIN: S - 420 22' X 34' X 76.5' MANITOWOC QY -0424A 400 LBS. ICE MACHINE ` 10J FS 1 /2" 50" 1 /2" 84" C 1.1A 1 115 - --- 22" X 14" X 26.5" MANITOWOC IB- 0824YC 800 LBS. ICE MACHINE 10K 6" D 11.7A 1 208/230 ON ROOF 34" X 24.13" X 25.75' MANITOWOC CVD -0875 REMOTE CONDENSER 10Kc 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 ?,411CHINESMAEGN rea 122 EA. 14"x2 3/4"X2 30" C 1 115 15 1/2' X 34 1/2• (EACH) FRYMASTER MJ45 R� YR,A Lib 92 30" 3/4" FS 2" 30" 3/4" 30" C 11 A 1 1 15 35.5"X30.4 °X32.75" RATIONAL CPC 61 GAS to� MBI' EI 24E FS C 15A 1 120 NEMA 5 -20P 19.9 ° X34.5"X41.3" WINSTON HA4005 Wapagif, GTCA B EST 32 30" 1/ 22"0x15 RINNAI PER -55A -N l'aIgE ° CQ 25d 24 "x 30" x 24" KEC CUSTOM RICE COOKER STAND 26A FS 3/4" 130" D 500W 1 1.5 115/208 SEE PLAN KEC CUSTOM >W ; ,I fe @II FS 3/4" 130" D 500W 1 1.5 115/208 SEE PLAN KEC CUSTOM WALi,K IHREZEIVAI_T, YV FS C 8.5A 1 1 /3 115 SELF CONTAINED 27 "X36" RANDELL 9404E )27" WORKTOrFREEZF 3( FS C 1 2A 1 1 /2 115 SELF CONTAINED 84 "x33 RANDELL 9050K -7 ?8 RE5"PREP f ABLE?' 343A` FS C 5.5A 1 1 /4 115 SELF CONTAINED 32 ° x32.75 "x36 RANDELL 9412 -32 -7 32 EF7PREP TABL 34F` 1 FS 2" 14" 3/4" 14" 3/4" 100 "X30" KEC CUSTOM- (PS -100L) POT SINK"" 40A FS 2" 14" 1/2" 14" 1/2" 2 COMPARTMENT 96 "x30 KEC CUSTOM- (VS -96) 96" VEGETABLE SINK 416 S.S. (NO BKSPL) SEE PLAN KEC CUSTOM WORK TABLE (ISLAND) 42A 180A POLISHED (WALL MTD. @ 59 A.F.F.) SEE PLAN KEC CUSTOM (NSF) 12'D S.S. WALL MTD. SHELF 43A 18GA 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 A.F.F. 24" X 36" GOLD BOND VARIES 24 "D WIRE SHELVES 44C 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 50" C 1 1 /2 115 7 1/2" XS 1/2' X20' VITAMIX #748 BLENDER 46A 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 1 600W 1 208 PLUG: NEMA 6--15R 20 1/8"X13 1/4'X18 1/2" SHARP R - 23GT f MreROW -Q C3 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 -10 -FK HAND SINK 57B SEE DETAIL KEC PAPER TOWEL & SOAP DISPENSEF 58 WALL MOUNT 12 "x15 ° x78" KEC 5 -11ER LOCKER (2) 61A 20 "x20 ° ( +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 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 1 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; BYG.C. SEE P_UMB'G DWG. 30" C 115 SEE PLUMBING DWG - OR SPECIFICATIONS ASW&TTEMR HEATER w /RECIRCULATION P2 84" C 1 0 OW 1 115 IN S.S. COUNTER SEE PLAN MUSIC EQUIPMENT /SHELF E1A SEE CEILING PLAN MUSIC SPEAKER ElB W/ DOME BASE SEE PLAN PANASONIC M-336 CCD SECURITY CAMERA E4A 84" C 50W 1 1 15 W/ EMI LOCK SEE PLAN TOSHIBA (TIME LAPSE) 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 S1 VERIFY D 200W 1 115 SEE SIGN DWG DETAIL CUSTOM LOGO S2 VERIFY D 500W 1 115 SEE SIGN DWG DETAIL CUSTOM MENU BOARD 56 99" D 500W 1 115 SEE SIGN DWG DETAIL CUSTOM BEVERAGE SIGN S7 FURNITURE SEE DETAIL CUSTOM BEVERAGE COUNTER F2 SEE DETAIL CUSTOM TRASH RECEPTACLE F3 SEE DETAIL CUSTOM CHAIR C1 SEE DETAIL CUSTOM STOOL C2 SEE DETAIL CUSTOM SETEE C3 SEE DETAIL CUSTOM EXTERIOR CHAIR C4 21 "X24 ° x30 ° CUSTOM 24" X 21° TABLE T1 21 "X24 "x42" CUSTOM 24 "X27" TABLE HIGH T2 SEE PLAN CUSTOM EXTERIOR TABLE T4 36" DIA. CUSTOM ROUND HIGH TABLE T5 I : CONSTRUCTION NO TES 1. N /A. 2. KITCHEN HOOD EXTINGUISHING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 14A, UL 300. PLANS & SPECIFICATION SHALL BE SUBMITTED UNDER SEPERATE PERMIT AS DEFERRED SUBMITTAL TO THE FIRE DEPARTMENT FOR REVIEW AND APPROVAL. 3. KNOX BRAND KEY BOX SHALL BE INSTALLED ON THE , PREMISES TO FACILITATE EMERGENCY ACCESS TO THE BUILDING. 4. ADDRESS NUMBERS SHALL BE PLACE ON EXTERIOR OF BUILDING TO BE CLEARLY & PLAINLY VISIBLE FORM THE STREET. NUMBERS SHALL BE AT LEAST 6" HIGH CONTRASTING COLOR. CFC 901.4.4. 5. ADDRESS NUMBERS SHALL BE PLACE ON EXTERIOR OF BUILDING TO BE CLEARLY & PLAINLY VISIBLE FORM THE STREET. NUMBERS SHALL BE AT LEAST 6" HIGH CONTRASTING COLOR. CFC 901.4.4. 6. FLAME - SPREAD CLASS OF FINISH MATERIALS USED ON INTERIOR WALLS AND CEILING SHALL NOT EXCEED THAT SET FORTH IN UBC, TABLE 8 -A 7. FOR ALL CONDUIT AND SODA LINES CONTAIN INSIDE THE WALLS SEE 8 A3.2 8. thru 10. N /A. 11. FIRE EXTINGUISHERS REQUIRED PER UNIFORM FIRE CODE, IN OFFICES INSTALL A MODEL 2A 1 OBC ONE PER 3,000 SQUARE FOOT, NO GREATER THAN 75 FT TRAVEL DISTANCE. A TYPE K EXTINGUISHER IS REQUIRED IN THE KITCHEN. 12 ALL FIRE ACCESS REQUIREMENTS OF THE ARCH AND SITE CONDITIONS SHALL BE INSPECTED PRIOR TO BUILDING FINAL AND CERTIFICATE OF OCCUPANCY. 13. DOOR RATING, SWING, SIZE, NUMBER AND HARDWARE PER THE CALIFORNIA BUILDING CODE FOR THE AREA AND USE OF THE OCCUPANCY. 14. A MODEL 3201 KNOX BOX 15 REQUIRED. TO BE INSTALLED AT DOOR HEIGHT, RIGHT SIDE OF MAIN ENTRANCE. ORDER FORM /APPLICATION AVAILABLE FROM DEPUTY FIRE MARSHAL. 15. PATIO AREAS SHALL BE PROVIDED WITH INTERIOR SINGLE ACTION HARDWARE ON ALL GATES 16. OUTDOOR HEATERS SHALL BE PROVIDED WITH NATURAL GAS SUPPLY PLUMBED FROM THE BUILDING NO FREE STANDING LPG SYSTEMS ARE ALLOWED. 17. A COOKING HOOD AND DUCT EXTINGUISHING SYSTEM IS REQUIRED SUBMIT SEPARATE PLANS FOR PLAN CHECK AND PERMIT TO THE DEPUTY FIRE MARSHAL 18. USE OF LIQUEFIED CARBON DIOXIDE TANKS REQUIRES SEISMIC BRACING AND THE SERVICE DOOR TO THE RESTAURANT SHALL BE POSTED WITH A SIGN INDICATING LIQUID CO2 INSIDE. SEE DETAIL #10/A3.1. 19. DECORATIVE MATERIALS SHALL BE NONFLAMMABLE OR TREATED IN AN APPROVED MANNER. 20. A BUSINESS LICENSE IS REQUIRED PRIOR TO FIRE FINAL INSPECTION. 21. SEE THE INFORMATION SHEET ON FIRE FINAL INSPECTIONS. 22. THE GREASE INTERCEPTOR REQUIRES A SEPARATE INSTALLATION PERMIT FROM CHEMICAL CONTROL. THE PERMIT SHALL BE OBTAINED BY THE SUBCONTRACTOR PRIOR TO INSTALLATION AND AN INSPECTION AND WATER FILLED TEST SHALL BE SCHEDULED WITH CHEMICAL CONTROL PRIOR TO COVERING BURIED UNITS. 23. OCCUPANT TO OBTAIN PRETREATMENT PERMIT PRIOR TO CERTIFICATE OF OCCUPANCY. 24. ALL FOOD AND UTENSIL RELATED EQUIPMENT SHALL BE CERTIFIED OR CLASSIFIED FOR SANITATION BY AN AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) ACCREDITED CERTIFICATION PROGRAM. 25. OUTDOOR PATIO DINING AREA TABLES AND SEATING ARE NOT FIXED. 26. GAS WATER HEATER TO BE EQUIPPED WITH RECIRCULATION PUMP & TIMER. OCCUPANT LOAD CALCULATION CALCULATION PER 2003 IBC TABLE 10 -A DINNING AREA BASED ON SEATS =35 CUSTOMER SERVICE =15 KITCHEN 584 S.F. /200 =4 OFFICE 38 S.F. /100 =1 STORAGE 344 S.F. /300 = =56 TOTAL OCCUPANT 15 56 A & S FIRE PREVENTION NOTES. . 1. PROVIDE A 750-GALLON GREASE INTERCEPTOR FOR THIS RESTAURANT. 2. SEPARATE PLANS AND PERMITS ARE REQUIRED FOR GREASE INTERCEPTOR. 3. ALL COOKING EQUIPMENT THAT PRODUCE GREASE LADEN VAPORS SHALL BE PROTECTED BY A HOOD AND DUCT FIRE EXTINGUISHING SYSTEM IN COMPLIANCE WITH THE UNIFORM FIRE CODE AND UL300. 4. FIRE EXTINGUISHERS: BOTH PLACEMENT AND QUANTIFY PER FIRE MARSHALL. F:\Dwg\Panda Express \VH702.020_South Center Square_Tukw WA\3408D1677 8/31/2007 1 1:34:39 AM, Michelleh, Miehelleh 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. NOTE: ALL EQUIPMENT (INCLUDING SINKS, SHELVING AND WALK -IN) INSTALLED /USED IN THE FACILITY MUST BE APPROVED BY AN ANSI ACCREDITED TESTING COMPANY OR APPROVED BY ENVIRONMENTAL HEALTH DIVISION. MECHANICAL HVAC UNITS & CURBS WILL BE A PART OF THE SHELL CONSTRUCTION & COST. - BE ADVISEDTHAT . THE�NEWWA S HINGTO N :„ STATE FOOD CODE REQUIRES COMME REFRIGERATION TO HOLD FOOD AT 41 DEGREES FAHRENHEIT OR BELOW!!! (DOWN FROM 45 DEGREES) al r$I �a� n z o; ; X mtie TI veoe" ge aATaTe ∎eoe ATaaLR,aavavavaaaaaeee?i i ' ipI A � i A �P �I - b8X9r 36X84 TRAY POCKET PULL BOX RECESS • J v d , +111" \ 3 1 - 0 "x7' -0" HOT WATER GENERATION AND DISTRIBUTION SHALL BE ' SUFFICIENT TO S YSTEMS „ MEET THE PEAK HOT WATER DEMANDS THROUGHOUT THE FOOD ESTABLISHMENT PLUMBING SYSTEMS SHALL'BE DESIGNED, CONSTRU AND; INSTALLED ACCORDING TO LAW (APPLICABLE LOCAL,' STATE, AND F EDERAL STATUES REGULATIONS AND:` ORDINANCES) Ln41FirS NOTE: PROVIDE AT LEAST 5% OF ACCESSIBLE SEATING IN THE DINING ROOM PER CBC 2001 SECTION 11046.5 �N FACILITIES. SHALL BE PROVIDED FOR I THE ORDERLY' S TOR AG OF OR DERL Y S E T EMPLOYEES' CLOTHING AND OTHER O S P • OSSESSIONS. SEE NOTE 26 SUB OO O R DIINAANCE SEP 2 8 2007 D ew a -I I, - By DI AS ID "6111 ' s tl `l2s44E: ~ Oh Al PRE-OPENING IiiSPECTION BY THE KING COUNT/ HEALTH 1 DE ARTMEAT IS REQUIRED PRIOR a T 4 OPERATION° APPLICANT PLANT L' Is RE UP,',G" 'o H AVAILA.SLE i a ON s 't is s" W 111.,!- ai : r : ; 110N. 1. :,axial -, isT • � E" r' 44A " or-t:-.4 Y :,`,4,.. 0-1.6 a O CHANGES SHALL_ BE IV/ADE WITHOUT HEALTH =DEPARTMENT APPROVAL FOOD SERVICE OPERATION AREA FLOORS, FLOOR.COVERINGS WALLS WALL COVERINGS AND CEILINGS SHALL BE DESIGNED CONSTRUCTED AND INSTALLED 50 THEY ARE SMOOTH' DURABLE AND 'EASILY CLEANABLE -ood equipment that is certified for sanitation b3 n Am"encan; National Standards Institute'' `(ANSI) - accredited certification program (NSF App roved) will 136'd e`al to comply with the "food code equipment & utenSII materials, : construction and design requirements. TYP. E a �(c. ,t" -•� DRA INBOARDS UTENSIL RACKS, OR TABLES LARGE ENOUGH TO ACCOMMODATEALL SOILED AND CLEANNI ITEMS SHALL BE PROVIDED FOR NECESSARY UTENSIL`' HOLDING BEFORE CLEANING AND AFTER SANITIZING WAREWASHING/DISHWASHING SINK ; z COMPARTMENTS SHALL BE LARGE -ENOUGH TO ACCOMMODATE . IMMERS/ONvOF THE'LARGEST EQUIPMENT AND UTENSILS._ 'RESTROOM & KITCHEN HAND WASH SINKS SHALL DE EQUIPPED TO PROVIDE WATER AT A TEMPERATURE*",' OF AT LEAST 100 DEGREES FAHRENHEIT THROUGH A * MIXING VALVE OR COMBINATION FAUCET SELF CLOSING OR METERING FAUCETS. SHALL' PROVIDE A " FLOW OF WATER FOR AT LEAST 15 SECONDS PANDA RESTAURANT GROUP, INC. Contact Person: rI erald Earl a 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS, DESIGNS. SKETCHES. IDEAS. ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECTS WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WFHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP INC & MGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER. AND NOT FOR OTHER RELATED IMPLIED. OR FUTURE WORK(S) OR PROJFCT(5) • REVISIONS: III • ISSUE DATE: • DATE • ARCHITECT • • SEAL: • DESCRIPTION I BY VIGEN • PROJECT: • ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4-08-D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. 8692 REGISTERED ARCHITECT GARY TINIAN VIGEN STATE OF WASHINGTON FURNITURE AND EQUIPMENT PLAN SCALE: 1/4 ° =1'-0 PLAN CHECK SUBMITTAL 08/31/07 (9 , , F:\Dwg\Panda Express \VH702.020_South Center Square_Tukw WA\3408D1677 8/31/2007 1 1:34:39 AM, Michelleh, Miehelleh 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. NOTE: ALL EQUIPMENT (INCLUDING SINKS, SHELVING AND WALK -IN) INSTALLED /USED IN THE FACILITY MUST BE APPROVED BY AN ANSI ACCREDITED TESTING COMPANY OR APPROVED BY ENVIRONMENTAL HEALTH DIVISION. MECHANICAL HVAC UNITS & CURBS WILL BE A PART OF THE SHELL CONSTRUCTION & COST. - BE ADVISEDTHAT . THE�NEWWA S HINGTO N :„ STATE FOOD CODE REQUIRES COMME REFRIGERATION TO HOLD FOOD AT 41 DEGREES FAHRENHEIT OR BELOW!!! (DOWN FROM 45 DEGREES) al r$I �a� n z o; ; X mtie TI veoe" ge aATaTe ∎eoe ATaaLR,aavavavaaaaaeee?i i ' ipI A � i A �P �I - b8X9r 36X84 TRAY POCKET PULL BOX RECESS • J v d , +111" \ 3 1 - 0 "x7' -0" HOT WATER GENERATION AND DISTRIBUTION SHALL BE ' SUFFICIENT TO S YSTEMS „ MEET THE PEAK HOT WATER DEMANDS THROUGHOUT THE FOOD ESTABLISHMENT PLUMBING SYSTEMS SHALL'BE DESIGNED, CONSTRU AND; INSTALLED ACCORDING TO LAW (APPLICABLE LOCAL,' STATE, AND F EDERAL STATUES REGULATIONS AND:` ORDINANCES) Ln41FirS NOTE: PROVIDE AT LEAST 5% OF ACCESSIBLE SEATING IN THE DINING ROOM PER CBC 2001 SECTION 11046.5 �N FACILITIES. SHALL BE PROVIDED FOR I THE ORDERLY' S TOR AG OF OR DERL Y S E T EMPLOYEES' CLOTHING AND OTHER O S P • OSSESSIONS. SEE NOTE 26 SUB OO O R DIINAANCE SEP 2 8 2007 D ew a -I I, - By DI AS ID "6111 ' s tl `l2s44E: ~ Oh Al PRE-OPENING IiiSPECTION BY THE KING COUNT/ HEALTH 1 DE ARTMEAT IS REQUIRED PRIOR a T 4 OPERATION° APPLICANT PLANT L' Is RE UP,',G" 'o H AVAILA.SLE i a ON s 't is s" W 111.,!- ai : r : ; 110N. 1. :,axial -, isT • � E" r' 44A " or-t:-.4 Y :,`,4,.. 0-1.6 a O CHANGES SHALL_ BE IV/ADE WITHOUT HEALTH =DEPARTMENT APPROVAL FOOD SERVICE OPERATION AREA FLOORS, FLOOR.COVERINGS WALLS WALL COVERINGS AND CEILINGS SHALL BE DESIGNED CONSTRUCTED AND INSTALLED 50 THEY ARE SMOOTH' DURABLE AND 'EASILY CLEANABLE -ood equipment that is certified for sanitation b3 n Am"encan; National Standards Institute'' `(ANSI) - accredited certification program (NSF App roved) will 136'd e`al to comply with the "food code equipment & utenSII materials, : construction and design requirements. TYP. E a �(c. ,t" -•� DRA INBOARDS UTENSIL RACKS, OR TABLES LARGE ENOUGH TO ACCOMMODATEALL SOILED AND CLEANNI ITEMS SHALL BE PROVIDED FOR NECESSARY UTENSIL`' HOLDING BEFORE CLEANING AND AFTER SANITIZING WAREWASHING/DISHWASHING SINK ; z COMPARTMENTS SHALL BE LARGE -ENOUGH TO ACCOMMODATE . IMMERS/ONvOF THE'LARGEST EQUIPMENT AND UTENSILS._ 'RESTROOM & KITCHEN HAND WASH SINKS SHALL DE EQUIPPED TO PROVIDE WATER AT A TEMPERATURE*",' OF AT LEAST 100 DEGREES FAHRENHEIT THROUGH A * MIXING VALVE OR COMBINATION FAUCET SELF CLOSING OR METERING FAUCETS. SHALL' PROVIDE A " FLOW OF WATER FOR AT LEAST 15 SECONDS PANDA RESTAURANT GROUP, INC. Contact Person: rI erald Earl a 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS, DESIGNS. SKETCHES. IDEAS. ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECTS WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WFHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP INC & MGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER. AND NOT FOR OTHER RELATED IMPLIED. OR FUTURE WORK(S) OR PROJFCT(5) • REVISIONS: III • ISSUE DATE: • DATE • ARCHITECT • • SEAL: • DESCRIPTION I BY VIGEN • PROJECT: • ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4-08-D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. 8692 REGISTERED ARCHITECT GARY TINIAN VIGEN STATE OF WASHINGTON FURNITURE AND EQUIPMENT PLAN SCALE: 1/4 ° =1'-0 PLAN CHECK SUBMITTAL 08/31/07 EQUIPMENT SCHEDULE S4 -08 -D 1 677 08/29/07 1. N /A. 2. KITCHEN HOOD EXTINGUISHING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 14 A , UL 300. PLANS & SPECIFICATION SHALL BE SUBMITTED UNDER SEPERATE PERMIT AS DEFERRED SUBMITTAL TO THE FIRE DEPARTMENT FOR REVIEW AND APPROVAL. 3. KNOX BRAND KEY BOX SHALL BE INSTALLED ON THE PLUMBING ELECTRICAL DESCRIPTION LIQUID CO2 INSIDE. SEE DETAIL #10/A3.1. 19. DECORATIVE MATERIALS SHALL BE NONFLAMMABLE OR TREATED IN AN APPROVED MANNER. 20. A BUSINESS LICENSE IS REQUIRED PRIOR TO FIRE FINAL INSPECTION. 21. SEE THE INFORMATION SHEET ON FIRE FINAL INSPECTIONS. 22. THE GREASE INTERCEPTOR REQUIRES A SEPARATE INSTALLATION PERMIT FROM CHEMICAL CONTROL. THE PERMIT SHALL BE OBTAINED BY THE SUBCONTRACTOR PRIOR TO INSTALLATION AND AN INSPECTION AND WATER FILLED TEST SHALL BE SCHEDULED WITH CHEMICAL CONTROL PRIOR TO COVERING BURIED UNITS. 23. OCCUPANT TO OBTAIN PRETREATMENT PERMIT PRIOR TO CERTIFICATE OF OCCUPANCY. 24. ALL FOOD AND UTENSIL RELATED EQUIPMENT SHALL BE CERTIFIED OR CLASSIFIED FOR SANITATION BY AN AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) ACCREDITED CERTIFICATION PROGRAM. 25. OUTDOOR PATIO DINING AREA TABLES AND SEATING ARE NOT FIXED. 26. GAS WATER HEATER TO BE EQUIPPED WITH RECIRCULATION PUMP & TIMER. FS INDIRECT CONNECTION TO FLOOR SINK D DIRECT CONNECTION 0 OWNER(PANDA EXPRESS, INC.) S SERVING AREA 1. PROVIDE A 750 - GALLON GREASE INTERCEPTOR FOR THIS RESTAURANT. 2. SEPARATE PLANS AND PERMITS ARE REQUIRED FOR GREASE INTERCEPTOR. 3. ALL COOKING EQUIPMENT THAT PRODUCE GREASE LADEN VAPORS SHALL BE PROTECTED BY A HOOD AND DUCT FIRE EXTINGUISHING SYSTEM IN COMPLIANCE WITH THE UNIFORM FIRE CODE AND UL300. 4. FIRE EXTINGUISHERS: BOTH PLACEMENT AND QUANTIFY PER FIRE MARSHALL. 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 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 BTU R.I.H. SIZE TYPE SIZE R.I.H. SIZE R.I.H. SIZE R.I.H. TYPE WATT 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 3600W 3 208 43 1/2 "x23 1/2" APW HFW -3 3 PAN FOOD WARMER 3C FS 1/2 " -1" 24" F 4800W 3 208 57 3/4 1/2" APW HFW -4 4 FOOD WARMER (2) 3D FS 3/4" 115 W /LID DISPENSER 30 "x30 CORNEUUS ED -2000 BEVERAGE DISPENSER 4AB 1/2" 16" C 1.5A 1 115 ON S/5 SHELF 15 "x11 ° X16" CORNELIUS CARBONATOR 4B 96" C 7.2A 1 29 "x18" CORNEUUS SODA RACK 4C ON 6' CURB 020 CO2 TANK 4D SEE ELEV. DWG 24 "x18" KEC CARBONATOR SHELF 4E 96" 1/2" WALL MOUNT 20 "x4 ° x20" EVERPURE WATER FILTER 4F FS 1 /2" 24 "x24 ° x6 1/2" KEC CUSTOM 24" COLD PAN 5B W/ TOWEL & SOAP 3 "x24 "x36" EAGLE S.S. HAND SINK w/ CABT. 6F ICE BIN: S- 420 22' X 34 X 76.5' MANITOWOC QY -0424A 400 LBS. ICE MACHINE 10J FS 1 /2" 50" 1 /2" 84" C 1.1A 1 115 -- -- 22' x 14° X 26.5° MANITOWOC IB-0824YC 800 LBS. ICE MACHINE 10K 6" D 1 1.7A 1 208/230 ON ROOF 34' X 24.13' X 25.75' MANITOWOC CVD -0875 REMOTE CONDENSER 1OKc 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 11 A 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 32 30" 1/2" 22 11 0x15 ° RINNAI PER -55A -N RICE COOKER 25A _ 24 "x 3D" x 24" KEC CUSTOM RICE COOKER STAND 26A FS 3/4" 130" D 500W 1 1.5 115/208 SEE PLAN KEC CUSTOM WALK - IN COOLER UNIT 31 FS 3/4" 1 30" D 500W 1 1.5 115/208 SEE PLAN KEC CUSTOM WALK - IN FREEZER UNIT 32 FS C 8.5A 1 1/3 1 15 SELF CONTAINED 27"X30 "X36" RANDELL 9404E 27" WORKTOP FREEZER 32G FS C 1 2A 1 1 /2 115 SELF CONTAINED 84 "x33 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" 14" 3/4" 100 "X30" KEC CUSTOM- (PS -100L) POT SINK 40A FS 2" 14" 1/2" 14" 1/2" 2 COMPARTMENT 96 "x30" KEC CUSTOM- (VS -96) 96" VEGETABLE SINK 41B 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 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" A.F.F. 24" X 36" GOLD BOND VARIES 24 "D WIRE SHELVES 44C 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 50" C 1 1 /2 115 7 1/2' X8 1/2' X20' VITAMIX #748 BLENDER 46A 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 1 600W 1 208 PLUG: NEMA 6 -15R 20 1/8"X13 1/4"X18 1/2 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 -10 -FK HAND SINK 57B SEE DETAIL KEC PAPER TOWEL & SOAP DISPENSEF 58 WALL MOUNT 12 "x15 ° x78" KEC 5-11ER LOCKER (2) 61A 20 "x20 "( +4 ")x23 USA SAFE 62320WD -LG6 SAFE 62A PoS EQUIPMENT 24" C 500W 1 115 CUSTOM 11 1/4"x14 1/2%9" 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 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 1 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 BYG.C. SEE P_UMB'G DWG. 30" C 115 SEE PLUMBING DWG OR SPECIFICATIONS ` PUMRS ER TER /RECIRCULATION P2 84" C 1 00W 1 1 15 IN S.S. COUNTER SEE PLAN MUSIC EQUIPMENT /SHELF EIA SEE CEILING PLAN MUSIC SPEAKER EIB 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 BY G.C. SEE ELEC. DWG ELECTRICAL PANEL E7 SIGNAGE VERIFY D 20A 1 115 SEE SIGN DWG DETAIL CUSTOM I.D. SIGN S1 VERIFY D 200W 1 115 SEE SIGN DWG DETAIL CUSTOM LOGO 52 VERIFY D 500W 1 115 SEE SIGN DWG DETAIL CUSTOM MENU BOARD S6 99" D 500W 1 115 SEE SIGN DWG DETAIL CUSTOM BEVERAGE SIGN S7 FURNITURE SEE DETAIL CUSTOM BEVERAGE COUNTER F2 SEE DETAIL CUSTOM TRASH RECEPTACLE F3 SEE DETAIL CUSTOM CHAIR C1 SEE DETAIL CUSTOM STOOL C2 SEE DETAIL CUSTOM SETEE C3 SEE DETAIL CUSTOM EXTERIOR CHAIR C4 21 "X24 "x30" CUSTOM 24" X 21' TABLE T1 21 "X24 "x42" CUSTOM 24 "X27" TABLE HIGH T2 SEE PLAN CUSTOM EXTERIOR TABLE T4 36" DIA. CUSTOM ROUND HIGH TABLE T5 CONSTRUCTION NOTES. . 1. N /A. 2. KITCHEN HOOD EXTINGUISHING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 14 A , UL 300. PLANS & SPECIFICATION SHALL BE SUBMITTED UNDER SEPERATE PERMIT AS DEFERRED SUBMITTAL TO THE FIRE DEPARTMENT FOR REVIEW AND APPROVAL. 3. KNOX BRAND KEY BOX SHALL BE INSTALLED ON THE PREMISES TO FACILITATE EMERGENCY ACCESS TO THE BUILDING. 4. ADDRESS NUMBERS SHALL BE PLACE ON EXTERIOR OF BUILDING TO BE CLEARLY & PLAINLY VISIBLE FORM THE STREET. NUMBERS SHALL BE AT LEAST 6" HIGH CONTRASTING COLOR. CFC 901.4.4. 5. ADDRESS NUMBERS SHALL BE PLACE ON EXTERIOR OF BUILDING TO BE CLEARLY & PLAINLY VISIBLE FORM THE STREET. NUMBERS SHALL BE AT LEAST 6" HIGH CONTRASTING COLOR. CFC 901.4.4. 6. FLAME - SPREAD CLASS OF FINISH MATERIALS USED ON INTERIOR WALLS AND CEILING SHALL NOT EXCEED THAT SET FORTH IN UBC, TABLE 8 -A 7. FOR ALL CONDUIT AND SODA LINES CONTAIN INSIDE THE WALLS SEE 8 A3.2 A3.2 8. thru 10. N /A. 11. FIRE EXTINGUISHERS REQUIRED PER UNIFORM FIRE CODE. IN OFFICES INSTALL A MODEL 2A 1 OBC ONE PER 3,000 SQUARE FOOT, NO GREATER THAN 75 FT TRAVEL DISTANCE. A TYPE K EXTINGUISHER IS REQUIRED IN THE KITCHEN. 12. ALL FIRE ACCESS REQUIREMENTS OF THE ARCH AND SITE CONDITIONS SHALL BE INSPECTED PRIOR TO BUILDING FINAL AND CERTIFICATE OF OCCUPANCY. 13. DOOR RATING, SWING, SIZE, NUMBER AND HARDWARE PER THE CALIFORNIA BUILDING CODE FOR THE AREA AND USE OF THE OCCUPANCY. 14. A MODEL 3201 KNOX BOX IS REQUIRED. TO BE INSTALLED AT DOOR HEIGHT, RIGHT SIDE OF MAIN ENTRANCE. ORDER FORM /APPLICATION AVAILABLE FROM DEPUTY FIRE MARSHAL. 15 PATIO AREAS SHALL BE PROVIDED WITH INTERIOR SINGLE ACTION HARDWARE ON ALL GATES 1 6. OUTDOOR HEATERS SHALL BE PROVIDED WITH NATURAL GAS SUPPLY PLUMBED FROM THE BUILDING NO FREE STANDING LPG SYSTEMS ARE ALLOWED. 17. A COOKING HOOD AND DUCT EXTINGUISHING SYSTEM IS REQUIRED SUBMIT SEPARATE PLANS FOR PLAN CHECK AND PERMIT TO THE DEPUTY FIRE MARSHAL 18. USE OF LIQUEFIED CARBON DIOXIDE TANKS REQUIRES SEISMIC B RACING AND THE SERVICE DOOR TO THE RESTAURANT SHALL BE POSTED WITH A SIGN INDICATING LIQUID CO2 INSIDE. SEE DETAIL #10/A3.1. 19. DECORATIVE MATERIALS SHALL BE NONFLAMMABLE OR TREATED IN AN APPROVED MANNER. 20. A BUSINESS LICENSE IS REQUIRED PRIOR TO FIRE FINAL INSPECTION. 21. SEE THE INFORMATION SHEET ON FIRE FINAL INSPECTIONS. 22. THE GREASE INTERCEPTOR REQUIRES A SEPARATE INSTALLATION PERMIT FROM CHEMICAL CONTROL. THE PERMIT SHALL BE OBTAINED BY THE SUBCONTRACTOR PRIOR TO INSTALLATION AND AN INSPECTION AND WATER FILLED TEST SHALL BE SCHEDULED WITH CHEMICAL CONTROL PRIOR TO COVERING BURIED UNITS. 23. OCCUPANT TO OBTAIN PRETREATMENT PERMIT PRIOR TO CERTIFICATE OF OCCUPANCY. 24. ALL FOOD AND UTENSIL RELATED EQUIPMENT SHALL BE CERTIFIED OR CLASSIFIED FOR SANITATION BY AN AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) ACCREDITED CERTIFICATION PROGRAM. 25. OUTDOOR PATIO DINING AREA TABLES AND SEATING ARE NOT FIXED. 26. GAS WATER HEATER TO BE EQUIPPED WITH RECIRCULATION PUMP & TIMER. OCCUPANT LOAD CALCULATION CALCULATION PER 2003 IBC TABLE 10--A DINNING AREA BASED ON SEATS =35 CUSTOMER SERVICE =15 KITCHEN 584 S.F. /200 =4 OFFICE 38 S.F. /100 =1 STORAGE 344 S.F. /300 =2 =56 TOTAL OCCUPANT 15 56 A & S FIRE PREVENTION NOTES: 1. PROVIDE A 750 - GALLON GREASE INTERCEPTOR FOR THIS RESTAURANT. 2. SEPARATE PLANS AND PERMITS ARE REQUIRED FOR GREASE INTERCEPTOR. 3. ALL COOKING EQUIPMENT THAT PRODUCE GREASE LADEN VAPORS SHALL BE PROTECTED BY A HOOD AND DUCT FIRE EXTINGUISHING SYSTEM IN COMPLIANCE WITH THE UNIFORM FIRE CODE AND UL300. 4. FIRE EXTINGUISHERS: BOTH PLACEMENT AND QUANTIFY PER FIRE MARSHALL. Iry vvv __Iy_v II 7. 4) \ 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. NOTE: ALL EQUIPMENT (INCLUDING SINKS, SHELVING AND WALK -IN) INSTALLED /USED IN THE FACILITY MUST BE APPROVED BY AN ANSI ACCREDITED TESTING COMPANY OR APPROVED BY ENVIRONMENTAL HEALTH DIVISION. MECHANICAL HVAC UNITS & CURBS WILL BE A PART OF THE SHELL CONSTRUCTION & COST. CID 0 E4B 0 20B 0 0 0 �►„ fl Jj5 p, MEM I0I ;: I 0 I .l I9 ■„ ■ i1�►� ��OdDd ►niii A u �►�� d d�rlya ICI ICI , 1 FH G , rn 9 0 00 1 11! 0 a e I[IIIIIIII c m n I •N51 0 0 1 r ,,,; �e -. • • eft 0 0 00 to C3 T5 0 ABOVE TYP. 2 P1 m �c 0 Fm m s 5 0 T2 TYP. - b8X9c• 36X84 0 TYP. o m 4 10 • 4 TRAY POCKET m CO Wal Wi g; WO VV PULL BOX ! +4� • I 84' I I L J L 84" I' 0 0 0 0 0 86A 0 +111" ;3' -0 ° x7' TYP. TYP. 0 () a a a • W E� op NOTE: PROVIDE AT LEAST 5% OF ACCESSIBLE SEATING IN THE DINING ROOM PER CBC 2001 SECTION 1104B.5 . 4 ,. ADD 6" CURB 1'- 6 "x1' --6" TILE/ BASE & S.S. TOP 1L SEE NOTE 26 C4 TYP. TYP. PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS. DESIGNS. SKETCHES. IDEAS. ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECT'S WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. INC. & VIGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS I5 CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER AND NOT FOR OTHER RELATED IMPLIED. OR FUTURE WORK(S) OR PROJECT(5). • REVISIONS: • DATE 10/31/07 • ISSUE DATE: • • ARCHITECT • VIGEN • PROJECT: • ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4- 08 -D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. • SEAL: • DESCRIPTION BY _ y -, T V NOV 0 / LU'67 Pi:1in'�151 Gi. NTER N FURNITURE ANI EQUIPMENT PLAN SCALE: 1 /4 " =1' -O" PLAN CHECK RESUBMITTAL 11/05/07 PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS. DESIGNS. SKETCHES. IDEAS, ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /DR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECT'S WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. INC. & VIGEN ARCHTECT. THE WORK CONTAINED ON THESE DwGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THI$ TIME AND NO OTHER. AND NOT FOR OTHER RELATED. IMPUED OR FTURE' WORK(5) OR PROJECT(S), • REVISIONS: • DATE • ISSUE DATE: • ■ ARCHITECT • • PROJECT: • PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4- 08 -D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. i SEAL: • DESCRIPTION BY VIGEN ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com VIGEN ASH NGTON PLAN CHECK RESUBMITTAL 11/05/07 8' -4" A� � iii r k`1A viii► FINISH WALL CONT. CURVED 2' -0" 2' -9" -- T / , � � . 58,• .1 OR' g HATCO DISPLAY _ O' S LIGHTS NF EC G �qR o £G�gRp� \ \ oo SIDE SPLASH COLUMN ,. f \ ?' -0 1/4' , . 0 -0) f - „9 - 1 1 f / / BELOW - - ' \ - r F LANGE CONDUIT BOLT TOy�► F.F. -- S.S. OUTLET PANEL DIA. \ \ / R PLAN \ f f \ FLOOR SINK COREDRILLED TABLE / / S.S. 1 -5/8" TUBE. FINISH INTO F INISH �� FO_ FLOOR. . 1/4" TEMPERED GLASS (SIM. ON SIDES). BEVERAGE - IN NOTE: 2'-3" TOP VIEW NOTE: PROVIDED BY PRG & INSTALLED BY GC. 1/4" CLEAR 2-,4 BOTTOM VIEW (g--3" FLANGE r f DIA. FLANGE CONDUIT \ -a. �� I ■ ■ I 1 I / / G.C. FOR TO COORDINATE WITH PANDA CORE DRILL LOCATION TEMPERED GLASS ON TOP \ 2' -3" I' 2' -3" SECTION A 1/4" CLEAR TEMPERED GLASS ON SIDES 9 29 13 I!- �Q ��ll IS VV 1r�1 FRONT LL�S ��pp n T 2 TOON '- ' " 1/2' -1 -0 1 1/2 " =1' --0" 2' -10" CERAM C TILE W/ 3/8" RADIUS COVE BASE \ ¢ a J O � o ,` I 1 = -:~ p - - - �7 A.F.F. - -- - / TJ A.F.F. 5 / / 7 %' MOUTH � � / ZONE w J m 1 — G RANITE TABLE TOP 3��0 COLUMN, HATCO DISPLAY L IGHTS L3 \ _ �f 3 -6 2' —S" 2 ._ 8 " 1 , . 6 1/2„ L ? I cV ` / 4 S.S. PANEL q 1 „ OPENING = L" - , CAST IRON BASE I J -BOX PROVIDE BY \ - J j ; fr nl FINISH FLOOR ELECTRICIAN. MIN. 12" A.F.F. FLANGE CONDUIT \ - - z a c l o 0 \ \ \ ° -„ . — — .. 119 -,2 O 1 \ I-I-I ° I �I BOLT TOF. \ — - 1 /2" 1 /2" - - 1 5/S'�, S.S. 1 -5/8" DIA. NGE CONDUIT TUBE. COREDRILL 6" INTO FINISH FLOOR. CORE DRILLED \ L TABLE SECTION PAN WIDTH BOLT TO F.F. �� 1 5/8" QUARRY E 3" PLAN SECTION S.S. 5.5. 1 -5 8 DIA. / TUBE. COREDRILL 6 INTO FINISH FLOOR. FRONT VIEW // BACK VIEW 3" .I' , j BODE ELEVATION �IQTnOf� VIDE VIDE f � ELEVATOO 1/2"= 1 0 / DRAIN PAN DEL 1/2 " =1' -o" QUARRY TILE PROVIDED BY PANDA BEVERAGE COUNTER DETAIL INSTALLED BY G.C. F2 S.S. OUTLET PANEL STANDARD TABLE DETAIL PROVIDED BY PANDA SNEEZE GUARD DETAIL BY G.C. INSTALLED SCALE: 1 Ti — T4, SCALE: 1"= 1' -0" NOTES: MATERIAL SPECIFICATIONS FURNITURE SCHEDULE S5- 07 —D170A 01/26/07 -- SEATING = ., CASEWORK CONTRACTOR TO PROVIDE THE FOLLOWING: A. WOOD VENEER VeneerArt: MAPLE, PLAIN # 927 PREFINISHED 1. WHITE MELAMINE FINISH FOR ALL EXPOSED PARTITIONS, SHELVES & PANELS FOR INTERIOR B. SOLID SURFACE COUNTER TOP OF SERVICE COUNTER GRANITE: MISTY MAUVE 2. BRUSH CHROME WIRE PULLS & PIANO HINGES C. REVEALS: ALUMINUM CHANNEL 1/2 ", CLEAR ANODIZED FOR MANAGER STATION D. BASE: STAINLESS STEEL, TYPE 304, 20 -GAGE . EUROPEAN HINGES FOR DRINK COUNTER (NO #4 SATIN POLISH PULLS) LOCK FOR ALL CABINET DOORS AS SHOWN 3. WHITE PLASTIC VENT ON DOORS FOR MANAGER CABINET AS SHOWN, APPROX. SIZE: 4 "X10 4. OPENINGS THRU DRINK COUNTER TOP FOR PIPES =''' AND DRAIN PAN PER OWNER PROVIDED DRAWINGS AND MANUFACTURER'S CUT SHEET ,, k . " `. • i i , �:; 'd. `1!':t ,: 5. OPENINGS THRU REAR COUNTER PARTITION FOR, ' ,;;::`- � .:I :1' r;( ,`' °:': ` f f. _-.: ELECTRICAL, DATA CONDUIT. (SEE SECTION FOR DETAIL) ?� �_ _ -.•� .f . I,.. NO. M MODEL' and MANUFACTURE DIMENSIONS W x D x H ( x H) WOOD and FINISH MATERIALS ''' ''',`'' C1 CHAIR 189 -UPS MTS (OR EQUAL) 15 1/2 "x18 1/2" 18 '' SEAT HT MAPLE W/ CHERRY STAIN (BACK) VINYL: MTS PROVIDED NAW BLUE COLOR: CY17 NAVY C STOOL 187 -30 MTS (OR EQUAL) 15 1/2 "x18 1/2" 3O" SEAT HT MAPLE W/ CHERRY STAIN (BACK) VINYL: MTS PROVIDED NABLUE� - F rt COLOR: CY17 NAVY C3 SETTEE CUSTOM CUSTOM INT, DESIGN SEE DRAWINGS N/A VINYL: NAUGAHYDE, PATTERN: " SPIRIT MILLENIUM" BACK / SEAT: U5 -370 PAPRIKA 04 EXTERIOR CHAIRS 400.1 GARY & ASSOC. 15 1/2 "x18 1/2" 18 "SEAT HT N/A SIRTAKI CHAIR - COLOR ANTHRACITE TABLES . HEM MANUF. TOP DIMS. L x W x H TOP MATERIAL COLUMN SPIDER BASE (FINISt BLACK WRNKLE) 11 21' X TABLE C USTOM 21 x24 x30 " " 3 4 UBA TUBA GRANITE ON MAPLE / WOOD SUB TOP " 3 DIA. BLACK CAST IRON 12 " " CORE DRILL 4 INTO CONCRETE T2 24' X 27' TABLE C USTOM � " " 24x27 x42 3/4" UBA TUBA GRANITE ON MAPLE WOOD SUB TOP 3 DIA. BLACK . CAST IRON 12 " " CORE DRILL 4 INTO CONCRETE T3 COUNTER TABLE CUSTOM 18' WIDE x ? (SEE DRAWINGS) 3/4" UBA TUBA GRANITE ON MAPLE WOOD SUB TOP 3" DIA. BLACK CAST IRON 12" CORE DRILL 4" INTO CONCRETE SEE DWGS. FOR BOOTH AND SETTEE MODULES T4 EXTERIOR TABLES CUSTOM SEE DRAWING BLACK METAL TOP W/ UMBRELLA HOLE AND BLACK METAL BASE N/A N/A PER MANUF. TS 36' DIA. HIGH TABLE CUSTOM 36' DIA. x 42" 3/4" UBA TUBA GRANITE ON MAPLE WOOD SUB TOP 3" DIA. BLACK CAST IRON 15" CORE DRILL 4" INTO CONCRETE PLAIN BACK STYLE VINYL I I GENERAL UPHOLSTERED BOLTAFLEX #364020 COLOR: AUTUMN t40. ITEM MODEL t and MANUFACTURE DIMENSIONS MATERIALS F1 SERVICE COUNTER CUSTOM SEE DRAWINGS SHEET F -1.0 AND K -1.0 TOP: GRANITE, ABSOLUTE BLACK "GR -61" AND TILED COVE BASE 1T -61C" 6W/3F/7p FACE: PLASTIC LAMINATE "OCTOPUS ", COLOR: 585, PREFINISHED CM/ C To-; 6J: c F2 BEVERAGE COUNTER CUSTOM SEE DETAILS THIS SHEET TOP: GRANITE, SPEC TO BE DEIERMINED W/ T -61c (SERVICE COUNTER COy 9VB, Er7, 2i):.;7 FORMICA 5165 -15 QULITED BRASS LAMINATE � VINYL UPHOLSTERED BOLTAFLEX #364028 COLOR: MALT F3 TRASH RECEPTACLE JBI MODEL - C MILLS ENGINEERING 21 1/2" x 21 1/2" 39' HIGH - -- FL.i;itti 1 r,.;: ;..� e FIBERGLASS TO MATCH FORMICA #7202 -58 "BRICK" WITH S.S. TRAY RAILS (NO AUDIO) DECORATOR SERIES, W /GOLD RIVETS IN GREEN, WITH SPECIAL SPECIFICATIONS: SEE DETAIL � BLACK VINYL BASE ON 3/4" PLYWOOD \ F4 DISPLAY CABINET CUSTOM SEE DETAILS THIS SHEET TEMPERED GLASS; BODY: NATURAL MAPLE W/ POLYURETHANE SATIN FINISH DOORS: VENEER ART ft527 PLAIN MAPLE PREFINISHED NOT USED F4 STANDARD BOOTH /SETTEE ELEVATIONS C3 FS NOT USED NTS SCALE: 1 " =1' -0" PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS. DESIGNS. SKETCHES. IDEAS, ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /DR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECT'S WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. INC. & VIGEN ARCHTECT. THE WORK CONTAINED ON THESE DwGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THI$ TIME AND NO OTHER. AND NOT FOR OTHER RELATED. IMPUED OR FTURE' WORK(5) OR PROJECT(S), • REVISIONS: • DATE • ISSUE DATE: • ■ ARCHITECT • • PROJECT: • PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4- 08 -D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. i SEAL: • DESCRIPTION BY VIGEN ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com VIGEN ASH NGTON PLAN CHECK RESUBMITTAL 11/05/07 NOT USED NOT TO SCALE NOT USED NOT TO SCALE NOT USED NOT TO SCALE NOT USED NOT TO SCALE NOT USED NOT TO SCALE NOT USED ri NOT TO SCALE NOT USED NOT TO SCALE NOT USED NOT TO SCALE %� (41 3 mtrO F A J A NEL (:12 co (.7 m ) S . HEAD Cup POINT SE/ SCREW AT * m ) OC MAX m) Mi . SENT t W ▪ ERS AT 4 * 1 1 L rn } DETAIL. 'Cr CHANNEL WITH IAM0ER ROD DETAIL, ` W!WFENER CONNECTION FOR W (22.2 nu ) ROD AND SMALLER LIT WITH SERRATiON CHANNEt . PER DETAIL, 'V' Roo " .c222 mon) HANGER ROD CARRIE ALt, LOAD) DETAIL X13$ ALTERNATE STIFFENER CONNECTION ) 'L' LT HANGER ROD 1% < 4'1.1 RAM G C HA t' L. 1 (2.75 trtm)) e4 A 12) 4 50.8 ) STEEL E .(2,75 I'tUri) STEEL DETAIL 'D' (41 +3 mm °RAMING CHANNEL SECTION FRAMING CHANNEL/ ROD STIFFENER E49 NOT TO SCALE NOT TO SCALE NOTE: ALSO SEE TRUSS DWGS. • -(2) 2x6 ON EDGE BY OTHERS SPANNING A MIN. OF 2 PANEL POINTS. INSTALL ONE 1/2"0 ABOVE EACH BOTTOM CHORD PIN TO HOLD 2x'S IN PLACE 4x4 SUPPORT NOT USED NOT TO SCALE • HOOD & EQUIPMENT SUPPORT (1"-l'-0") IA" (123 rnrn TYP. VERTEA W' rnm)1J BOLTS AT -V (1C mm) ROO Ye OR 14 . 09,1 tarn 3. rrt O (2) 1.96 mm) NOTE: ALSO SEE TRUSS DWGS. ALTERNATE ROD STIFFENER 4x4 SUPPORT (2) 2x6 ON EDGE SPANNING A MIN. OF 2 PANEL POINTS SIMPSON A35 CLIPS EA SIDE NOT TO SCALE HOOD & EQUIPMENT SUPPORT (1 " =1' -0 ") 3 "X3 "X1 /4" PL WASHERS & DBL NUTS TYP. ALL CHAtiNgL INTER SEC.T"IQM AR 1" (264 mxr) "F FILLET W €L ' ON H S(1:3 mrn) Zit" men) 16ga awn) mkei, @ RAC ING SEA FIGURE A-430 OR A 41 WHEN SD EXCEEDS .p (43 r'Itl :) L,NG INSTALL END BRA C( G rte.. E.A. ENI PER FIGURE A -1: S?`RU .7/"t.01,6 AR OVE (BOT. OF TRUSSES) 2t (3 mr) e (e3,5 mm) ANGLE E PRARr? WOK ALL. CI€L II TER entOP4S ARE TO BE W LOEO MIN, AT r ($3.5 /) �' g$(1:59 mrn DIAG. OR ACING (ONE EA. ENO) PM men) MAX PA ,`'`N ELEVATION 24" ( .5 AI r) .x. 274," l as fre'q L FRAME O K -*ROD HANGERS 100:0 n r,) WV« CIC 4 x 4 SUPPORTS TYP. ABV. -TOP CHORD SEE 8/S -6.0 3V e mrk) ROO HANGERS tN EXPANSION .OFOR AT 5" 053 rrarr) MAX Ca» THU ANGLE FRAME WORK HCOD Y FONT ELEVATION (BOT. OF TRUSSES) HOOD BRACING NOT TO SCALE 4 x 4 SUPPORTS (.5 5 Mr) ROD At`;C c o EDDY HOOD DETAIL NOT TO SCALE PLANGE VtiM4 CONK' 1 & 006 etas) Il O W ;ADS WITH awciata. O ON SCR' AT EXHAUST DUCT CO LAR IIw REQUIR 3, 'HALF END PLATS A SHOWN FULL EliND PLi OK.: BACK SHELF VENTILATOR NOT TO SCALE Pr . • FECEr /t NOV O / 20 J SE 48 w000 $CRS W 0.6$ -02 mm) WITH 1 Z .m MIN. !PENETRATION INTO WOOD STUDS OR #8 SHEE i Mqt SCREWS OR Yle (4.8 mm) 2" (51 mm) CONCRETE SCREWS 7 PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS. DESIGNS. SKETCHES. IDEAS, ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECT'S WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE Wfll -TOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROU@. INC. & VIGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND Q_OCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER. AND NOT FOR OTHER BELATED. IMPUED. OR FUTURE WORK(S) OR PROJFCT(5). • REVISIONS: • REV. 1ST 2ND 3RD 4TH 5TH DATE • ISSUE DATE: r • ARCHITECT • • PROJECT: • PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4- 08 -D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. • SEAL: • DESCRIPTION BY VIGEN ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com CT HOOD TYP. DETAILS REGIST A.RCHT Rt TIM VIGEN F" W : {INGTON PLAN CHECK RESUBMITTAL 11/05/07 REV. DATE DESCRIPTION BY A a ®a©a‹ 1 DIVISION 1 -- GENERAL REQUIREMENTS SUPPLEMENTAL 1. INSTRUCTIONS TO BIDDERS A. UTILITY COMPANIES 1) CONTRACTOR TO COORDINATE WITH LOCAL UTILITY COMPANIES THE TIMELY OR- DERING AND INSTALLATION OF TEMPORARY AND PERMANENT SERVICES TO THE PROJECT. 2. PROJECT COORDINATION A. DESCRIPTION 1) THE CONTRACTOR SHALL COOPERATE WITH THE OWNER AND OTHER CON- TRACTORS PERFORMING WORK UNDER SEPARATE CONTRACT TO ENSURE PROJECT PROGRESS ACCORDING TO SCHEDULE. 2) THE CONTRACTOR SHALL COORDINATE THE WORK OF THE VARIOUS TRADES INCLUDING OWNER'S FOOD SERVICE EQUIPMENT CONTRACTOR. 3) THE CONTRACTOR SHALL NOT REQUEST DELIVERY AND /OR INSTALLATION OF FOOD SERVICE EQUIPMENT UNTIL ALL FLOOR, CEILING AND WALL FINISHES ARE COM- PLETE IN THE AREAS ADJACENT TO FOOD SERVICE EQUIPMENT, AND BUILDING I5 COMPLETELY ENCLOSED. 4) THE CONTRACTOR SHALL PROVIDE LABOR AND MATERIALS FOR FINAL UTILITY HOOKUP OF FOOD SERVICE EQUIPMENT. 5) THE CONTRACTOR SHALL PROVIDE LABOR AND MATERIALS FOR INSTALLATION OF GAS SOLENIOD VALVES FURNISHED BY FOOD SERVICE EQUIPMENT CONTRATOR. 6) THE CONTRACTOR SHALL INSTALL FINISH FLOOR MATERIAL IN THE WALK -IN COOLER AND FREEZER. REFER TO DRAWINGS. 7) THE CONTRACTOR SHALL INSTALL UNDER SLAB CONDUITS FOR SYRUP AND CO2 LINES AND COMPUTER CABLES. REFER TO KITCHEN AND ELECTRICAL DRAWINGS. SECTION 00800 - SUPPLEMENTARY CONDITIONS A. WHERE PROVISIONS OF GENERAL CONTRACT CONDITIONS RELATE TO PROJECT ADMINISTRATION & WORK RELATED REQUIREMENTS OF THE CONTRACT, THOSE PARAGRAPHS ARE EXPANDED IN DIVISION 1- GENERAL REQUIREMENTS. B. GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS & DIVISION 1 - GENERAL REQUIREMENTS CONTAIN INFORMATION NECESSARY FOR COMPLETION OF EVERY PART OF PROJECT. SECTION 01000 - GENERAL REQUREMENT PART LOD - GENERAL 1. GIVE REQUIRED NOTICES 2. COMPLY WITH LAWS, CODES, ORDINANCES, RULES, REGULATIONS, ORDERS & OTHER LEGAL REQUIREMENTS OF PUBLIC OR QUASI- PUBLIC AUTHORITIES WHICH BEAR ON PERFORMANCE OF WORK. 3. PROMPTLY SUBMIT WRITTEN NOTICE TO OWNER OF OBSERVED VARIANCE OF CONTRACT DOCUMENTS FROM LEGAL REQUIREMENTS. a. APPROPRIATE MODIFICATIONS TO CONTRACT DOCUMENTS WILL ADJUST NECESSARY CHANGES. b. ASSUME RESPONSIBILITY FOR WORK KNOWN TO BE CONTRARY TO SUCH REQUIREMENTS, WITHOUT NOTICE. 4. ENFORCE STRICT DISCIPLINE & GOOD ORDER AMONG EMPLOYEES. DO NOT EMPLOY ON WORK: a. UNFIT PERSONS b. PERSONS NOT SKILLED IN ASSIGNED TASK. 1.03 CONTRACTOR USE OF PREMISES A. CONDUCT OPERATIONS TO INSURE LEAST INCONVENIENCE TO GENERAL PUBLIC & OTHER BUSINESSES. 1. LIMIT USE OF PREMISES FOR CONSTRUCTION & STORAGE TO AREAS DESIGNATED IN WRITING BY LANDLORD; ALLOW FOR WORK BY OTHER CONTRACTORS & PUBLIC ACCESS. 2. ASSUME FULL RESPONSIBILITY FOR PROTECTION & SAFEKEEPING OF PRODUCTS CONTRACT, INCLUDING THOSE STORED ON SITE. 3. COORDINATE ACCESS TO BUILDING WITH LANDLORD & PROVIDE FOR BUILDING SECURITY AS REQUIRED 1.04 LINES ANDS LEVELS A. BE RESPONSIBLE FOR THE ACCURACY OF THE BUILDING LINES & LEVELS. B. VERIFY THE LEVELS SHOWN ON THE DRAWINGS WITH EXISTING LEVELS & NOTIFY THE OWNER OF ANY DESCREPANCIES BEFORE PROCEEDING WITH THE WORK. 1.05 COORDINATION A. COORDINATE WORK TO ASSURE EFFICIENT & ORDERLY SEQUENCE OF INSTALLATION OF CONSTRUCTION ELEMENTS_ 1. MAKE PROVISIONS FOR ACCOMMODATING ITEMS INSTALLED BY OWNER OR UNDER SEPARATE CONTRACT. 2. VERIFY THAT CHARACTERISTICS OF INTERRELATED OPERATING EQUIPMENT ARE COMPATIBLE; COORDINATE WORK HAVING INTERDEPENDENT RESPONSIBILITIES FOR INSTALLING, CONNECTING TO & PLACING EQUIPMENT IN SERVICE. 3. COORDINATE SPACE REQUIREMENTS & INSTALATION OF MECHANICAL & ELECTRICAL WORK; CONCEAL PIPES, DUCTS & WIRING IN FURNISHED AREAS; COORDINATEW LOCATIONS OF FIXTURES & OUTLETS WITH FINISHES. 1.06 CUTTING AND PATCHING A. CUT, FIT & PATCH AS REQUIRED TO COMPLETE WORK TO MATCH ADJACENT UNDISTURBED MATERIALS & FINISHED & T0: 1. MAKE PARTS FIT TOGETHER PROPERLY. 2. UNCOVER WORK TO PROVIDE FOR INSTALLATION OF ILL -TIMED WORK. 3. REMOVE & REPLACE DEFECTIVE WORK. 4. REMOVE & REPLACE WORK NOT CONFORMING TO CONTRACT DOCUMENTS. 5. REMOVE SAMPLES OF INSTALLED WORK AS REQUIRED FOR TESTING. 6. PROVIDE ROUTINE PENETRATIONS OF NON- STRUCTURAL SURFACES FOR INSTALLATION OF PIPING & ELECTRICAL CONDUIT. 7. SHOULD EXISTING FINISH TO BE MATCHED BE OF A NOW OUT -OF- PRODUCTION OR OTHERWISE UNAVAILABLE MATERIALS, OBTAIN ARCHITECT'S SPECIFIC APPROVAL OF SUBSTITUTIONS. 8. PROVIDE PRIMERS, SEALERS, UNDERLAYMENTS, SUPPORTS, BACKING, BLOCKING, FURRING, SUSPENSION SYSTEMS & ACCESSORIES AS REQUIRED FOR ANY PURPOSE IN PATCHING EXISTING WORK. 9. PATCH FORMER OPENINGS TO MATCH ADJACENT UNDISTURBED WORK. 10. PATCH CONCRETE SLAB SURFACES USING EPDXY /SAND MORTAR; ADHESIVE ENGINEERING COMPANY " CONCRESSIVE 1064 ", STA -CRETE # EPDXY RESIN /HARDENER. a. MIX FINE SAND /EPDXY USING SAND /BINDER RATIOS RECOMMENDED BY RESIN MANUFACTURER; FINISH PATCHES TO MATCH ADJACENT SURFACES. F:\Dwg\Panda Express \V13702.020_South Center Square_Tukwila WA\s408d1677_SP- 1P.dwg, 8/29/20074:55:26 PM, NTichelleh, Michelleh 1.08 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 1.07 REFERENCE STANDARDS AND SPECIFICATIONS D. A. FOR PRODUCTS SPECIFIED BY ASSOCIATION OR TRADE STANDARDS, COMPLY WITH REQUIREMENTS OF REFERENCED STANDARD, EXCEPT WHEN MORE RIGID REQUIREMENTS ARE SPECIFIED OR REQUIRED BY APPLICABLE CODES. 1. APPLICABLE DATE OF EACH STANDARD IS THAT IN EFFECT AS OF PROPOSAL DATE, EXCEPT WHEN A SPECIFIC DATE 15 SPECIFIED. A. GENERAL CONTRACTOR SHALL REVIEW & COORDINATE SUBMITTALS PRIOR TO ARCHITECT REVIEW, WITH BOTH PRIOR TO FABRICATION OR INSTALLATION. 1. SCHEDULE SUBMITTALS IN ORDERLY SEQUENCE TO PREVENT DELAYS IN CONSTRUCTION. 2. INFORM ARCHITECT IN WRITING AT TIME OF SUBMISSION OF ANY PROPOSED DEVIATION IN SUBMITTALS FROM REQUIREMENTS OF CONTRACT DOCUMENTS. B. CONTRACTOR, BY REVIEWING SUBMITTALS, INDICATES VERIFICATION OF COMPLIANCE WITH CONTRACT DOCUMENTS, FIELD MEASUREMENTS, FIELD CONSTRUCTION CRITERIA, MATERIALS & SIMILAR DATA. C. PRODUCT DATA: MARX EACH COPY TO IDENTIFY APPLICABLE PRODUCTS, MODELS, OPTIONS & OTHER DATA; SUPPLEMENT MANUFACTURER'S STANDARD DATA TO PROVIDE INFORMATION UNIQUE TO THE WORK; INCLUDING INSTALLATION INSTRUCTIONS. 1. SUBMIT NUMBER OF COPIES WHICH CONTRACTOR REQUIRES, PLUS TWO COPIES WHICH WILL BE RETAINED BY ARCHITECT. D. SHOP DRAWINGS: PROVIDE SHOP DRAWINGS FOR CUSTOM FABRICATED ITEMS & AS REQUIRED BY VARIOUS SPECIFICATION SECTIONS. 1. SUBMIT ONE REPRODUCIBLE & ONE PRINT OF EACH SHOW DRAWING: DRAWINGS TO INCLUDE TITLE BLOCK, REFERENCE TO ARCHITECTURAL DRAWING & REQUIRED INFORMATION; MINIMUM SHEET SIZE 8 -1/2" X 11 ". 2. CORRECTIONS & NOTATIONS WILL BE MADE ON REPRODUCIBLE; INCORPORATE REVISIONS & RESUBMIT WHEN DIRECTED BY ARCHITECT. 3. ARCHITECT REVIEW I5 FOR DESIGN CONCEPT ONLY, CONTRACTOR IS RESPONSIBLE FOR SHOP DRAWING ACCURACY, FITTINGS, COORDINATION, CONSTRUCTION TECHNIQUES, MATERIALS & WORK REQUIRED BY CONTRACT DOCUMENTS. 4. ARCHITECT REVIEW OF SHOP DRAWINGS DOES NOT SIGNIFY APPROVAL OF DEPARTURES. 5. REPRODUCE & DISTRIBUTE AFTER ARCHITECT REVIEW. E. SAMPLES: PROVIDE MINIMUM TWO SAMPLES OF FINISH MATERIALS; SHIP SAMPLES TO ARCHITECT PREPAID; SAMPLE SIZES BETWEEN 6" & 12; SUBMIT FULL RANGE OF STANDARD COLORS, TEXTURES & PATTERNS UPON REQUEST. 1. REJECTED SAMPLES SHALL BE RESUBMITTED AS SOON AS POSSIBLE & SHALL BE IDENTIFIED AS "RESUBMITTED SAMPLES ". 2_ INCLUDE PROJECT, SPECIFICATION & LOCATION ON EACH SAMPLE, GIVING FULL INFORMATION. F. CERTIFICATES: SUBMIT CERTIFICATES IN DUPLICATE, IN ACCORDANCE WITH REQUIREMENTS OF SPECIFICATION SECTION. 1.09 QUALITY CONTROL A. GENERAL QUALITY CONTROL: MAINTAIN QUALITY CONTROL OVER SUPPLIERS, MANUFACTURERS, PRODUCTS, SERVICES, SITE CONDITIONS & WORKMANSHIP, TO PRODUCE WORK OF SPECIFIED QUALITY. B. MANUFACTURER'S FIELD SERVICES: WHEN SPECIFIED IN RESPECTIVE SPECIFICATION SECTIONS, REQUIRE MANUFACTURER OR SUPPLIER TO HAVE QUALIFIED PERSONNEL PROVIDE ON -SITE OBSERVATIONS & RECOMMENDATIONS. 1. REPRESENTATIVE SHALL: a. b. c. d. e. OBSERVE FIELD CONDITIONS, INCLUDING CONDITIONS OF SURFACES. OBSERVE QUALITY OF WORKMANSHIP & METHODS OF INSTALLATION. PROVIDE RECOMMENDATIONS FOR INSTALLATION & WORKMANSHIP. WHERE REQUIRED, START, TEST & ADJUST EQUIPMENT AS APPLICABLE. SUBMIT WRITTEN REPORT TO OWNER'S REPRESENTATIVE OF OBSERVAIONS. C. TESTING LABORATORY SERVICES: PROVIDE TESTING LABORATORY SERVICES REQUIRED BY LOCAL AUTHORITIES FOR CONFORMANCE TO APPLICABLE CODES. 1. SERVICES SHALL BE PERFORMED IN ACCORDANCE WITH REQUIREMENTS OF GOVERNING AUTHORITIES. 2. WHERE TESTS ARE REQUIRED, LABORATORY SHALL SUBMIT COPY OF TEST RESULTS DIRECTLY TO ENFORCING AGENCY. 1.10 TEMPORARY FACILITIES AND CONTROLS A. TEMPORARY POWER: PROVIDE POWER SERVICE & LIGHTING REQUIRED FOR OPERATIONS, WITH BRANCH WIRING & DISTRBUTION BOXES LOCATED TO ALLOW SERVICE & LIGHTING BY MEANS OF CONSTRUCTION -TYPE POWER CORDS. B. NOISE, DUST & POLLUTION CONTROL PROVIDE MATERIALS & EQUIPMENT NECESSARY TO COMPLY WITH LANDLO & LOCAL REQUIREMENTS FOR NOISE, DUST & POLLUTION CONTROL. C. BARRIERS: PROVIDE AS REQUIRED TO PROTECT ADJACENT PROPERTIES FROM DAMAGE FROM OPRATIONS; & AS REQUIRED BY GOVERNING AUTHORITIES. D. ENCLOSURES: PROVIDE TEMPORARY ENCLOSURES WHERE CONSTRUCTION PENETRATES EXTERIOR COMPONENTS. E. CLEANING: CONTROL ACCUMULATION OF WASTE MATERIALS & RUBBISH; DISPOSE OF OFF -SITE AAT INTERVALS APPROVED BY LANDLORD. F. SIGNS: SUBJECT TO APPROVAL OF OWNER & LANDLORD. G. REMOVAL & CLEANING: REMOVE CONSTRUCTION FACILITIES, CLEAN & REPAIR DAMAGE, IN EXCESS OF CONTRACT REQUIREMENTS, CAUSED BY OPERATIONS OR USE OF TEMPORARY FACILITIES. 1.11 MATERIAL AND EQUIPMENT A. PRODUCTS: COMPONENTS SUPPLIED IN QUANTITY SHALL BE INTERCHANGEABLE; PROVIDE MATERIALS & SYSTEMS BY ONE MANUFACTURER TO EXTENT POSSIBLE; PROVIDE NEW MATERIALS UNLESS OTHERWISE DIRECTED BY CONTRACT DOCUMENTS. B. INSTALLATION: INSTALL ITEMS PLUMB, LEVEL & SECURE, & IN CORRECT RELATION TO ADJACENT PRODUCTS. 1. SECURE PRODUCTS IN PLACE WITH POSITIVE ANCHORAGE DEVICES DESIGNED & SIZED TO WITHSTAND STRESSES, VIBRATION & RACKING. C. TRANSPORTATION: TRANSPORT PRODUCTS BY METHIDS TO AVOID DAMAGE, DELEVER UNDAMAGED IN MANUFACTURER'S UNOPENED CONTAINERS OR PACKAGING. E. F. HANDLING: PROVIDE EQUIPMENT & PERSONNEL TO HANDLE PRODUCTS BY METHODS TO PREVENT SOILING & DAMAGE. STORAGE: STORE PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, WITH SEALS & LABELS INTACT & LEGIBLE. 1. PROMPTLY INSPECT SHIPMENTS TO ASSURE PRODUCTS ARE UNDAMAGED & ARE MAINTAINED UNDER REQUIRED CONDITIONS. PROTECTION: AFTER INSTALLATION, PROVIDE COVERINGS TO PROTECT PRODUCTS FROM DAMAGE FROM TRAFFIC & CONSTRUCTION OPERATIONS, REMOVE WHEN NO LONGER NEEDED. 1.12 SUBSTITUTIONS AND PRODUCT OPTIONS C. CONTRACTOR: INVESTIGATE PROPOSED SUBSTITUTIONS PRIOR TO SUBMITTAL TO ARCHITECT; INCLUDE COST & SCHEDULE CHANGES CAUSED BY THE SUBSTITUTIONS; SUBMIT SEPARATE REQUEST FOR EACH PRODUCT. 1. REQUESTS INDICATE CONTRACTOR HAS INVESTIGATED PRODUCT & IT MEETS OR EXCEEDS SPECIFIED PRODUCT; WILL PROVIDE SAME WARRANTY; & WAIVES CLAIMS FOR ADDITIONAL COSTS WHICH SUBSEQUENTLY BECOME APPARENT. 2. SUBSTITUTE PRODUCTS SHALL NOT BE ORDERED WITHOUT WRITTEN ACCEPTANCE OF ARCHITECT. D. ARCHITECT & OWNER WILL BE FINAL JUDGES OF ACCEPTABILITY & RESERVE THE RIGHT TO REJECT PROPOSALS DUE TO INSUFFICIENT INFORMATION. 1.13 PROJECT CLOSEOUT A. COMPLETITION: AT COMPLETITION SUBMIT CERTIFICATION WORK HAS BEEN INSPECTED & HAS BEEN COMPLETED IN ACCORDANCE WITH CONTRACT DOCUMENTS & DEFICIENCIES NOTED BY ARCHITECT & OWNER HAVE BEEN CORRECTED. B. FINAL CLEANING: CLEAN INTERIOR & EXTERIOR SURFACES EXPOSED TO VIEW; REMOVE TEMPORARY LABELS, STAINS & FOREIGN SUBSTANCES, POLISH TRANSPARENT & GLOSSY SURFACES, VACUUM CARPETED & SOFT SURFACES. 1. CLEAN BATHROOMS, BACKROOM INCLUDING MOPPING FLOORS, STOREFRONT GLASS INSIDE & OUT, MIRRORS; CLEAN CASHWRAP INCLUDING DRAWERS & CLEAN SHELVES OF DUST & MARKS. 2. DUST HGHT FIXTURES & THOROUGHLY VACUUM CARPET. 3. CLEAN TILE FLOORS AS SPECIFIED IN TILE FLOORING SECTION. 4. TOUCH UP MARRED SURFACES, DENTS & SCRATCHES COMPLETELY. 5. REPAIR OR REPLACE DAMAGED FINISHES AS REQUIRED BY OWNER'S REPRESENTATIVE. 6. CLEAN EQUIPMENT & FIXTURES TO A SANITARY CONDITION, CLEAN OR REPLACE FILTERS OF MECHANICAL EQUIPMENT. 7. REMOVE WASTE, SURPLUS MATERIALS & RUBBISH FROM PROJECT & SITE. 8. ASSEMBLE & CLEAN FLOOR DISPLAY FIXTURES. C. PROJECT RECORD DOCUMENTS: KEEP DOCUMENTS CURRENT; DO NOT PERMANENTLY CONCEAL WORK UNTIL REQUIRED INFORMATION HAS BEEN RECORDED. 1. INDICATE ACTUAL WORK ON DRAWINGS; INDICATE ACTUAL PRODUCTS USED IN PROJECT MANUAL, INCLUDING MANUFACTURER, MODEL NUMBER & OPTIONS. D. DATA: PROVIDE MATERIAL, FINISH, MAINTENANCE DATA SUBMITTED BY MANUFACTURERS BOUND IN THREE RING BINDERS, ORGANIZED IN FORMAT SIMILAR TO SPECIFICATIONS. F. DEMOSTRATIONS: PRIOR TO FINAL INSPECTION, DEMOSTRATE OPERATION OF EACH SYSTEM TO OWNER. DIVISION 2 - SITE WORK 1. EARTHWORK A. LOCATE EXISTING UNDERGROUND UTILITIES BY CAREFUL HAND EXCAVATION BEFORE STARTING EARTHWORK OPERATIONS. IF UTILITIES ARE TO REMAIN IN PLACE, PROVIDE PROTECTION FROM DAMAGE DURING CONSTRUCTION OPERATIONS. CON- TACT LOCAL UTILITY COMPANY FOR INFORMATION REGARDING UNDERGROUND UTILITIES. ENCOUNTERED DURING EXCAVATION, CONSULT THE OWNER IMMEDIATELY FOR DIRECTIONS AS TO PROCEDURES. REPAIR DAMAGED UTILITIES TO THE SATIS- FACTION OF THE UTILITY OWNER. COOPERATE WITH THE OWNER, AND PUBLIC AND PRIVATE UTILITY COMPANIES IN KEEPING SERVICES AND FACILITIES IN OPER- ATION. C. BARRICADE OPEN EXCAVATION AND POST WITH WARNING LIGHTS FOR THE SAFETY OF PERSONS, OPERATING WARNING LIGHT DURING HOURS OF DUSK TO DAWN EACH DAY. D. PROTECT STRUCTURE, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS, FROM DAMAGES CAUSED BY SETTLE- MENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS. E. ALL FILL AND BACK FILL SHALL BE SELECTED FILL MATERIAL COMPACTED TO AT LEAST 90% OF THE MAXIMUM DENSITY OBTAINABLE BY THE ASTM D1557 METHOD OF COMPACTION. UNLESS NOTED OTHERWISE ON THE SOILS REPORT. GRADING PLAN AND EARTHWORK SPECIFICATIONS USE NON- EXPANSION FILL MATERIAL AT BUILDING AREA AND UNDER WALKS. ALL COMPACTION SHALL BE SUPERVISED AND CERTIFIED BY A LICENSED SOILS ENGINEER AND CERTIFICATION REPORT SHALL BE SUBMITTED TO PANDA EXPRESS PRIOR TO PLACING OF CONCRETE. 2. ASPHALT CONCRETE PAVING A. B. SEE GRADING AND PAVING PORTION OF SITE PREPARATION PROCEDURES ON THE SITE AND /OR GRADING PLAN. MATERIALS: 1) BASE COURSE: AS NOTED ON CIVIL PLAN 2) PRIME COAT: MC -250 OR MC -70 PER ASPHALT INSTITUTE (ASTM 02027 -76) 3) SURFACE COAT: AS NOTED ON SHEET A -1 4) PAVEMENT MARKINGS, PARKING STALL STRIPES SHALL BE: WHITE BY SHERMAN- WILLIAMS 346 W16 OR PRATT & LAMBERT TRAFFIC PAINT AND DRIVE THRU DIRECTIONAL ARROWS AND STRIPING SHALL BE YELLOW. 5) SEAL COAT: FOG -SEAL BY KOPPERS COMPANY. PROVIDE ALL CONCRETE WORK COMPLETE, AS SHOWN ON THE DRAWINGS HEREIN SPECIFIED, INCLUDING CONCRETE FRAMEWORK, REINFORCEMENT DOWELS AND ACCESSORIES, CONCRETE MIXED, PLACE, FINISHED AND CURED. A. EXTERIOR WALKS AND RAMPS TO BE BROOM TEXTURE FINISH. B. EXTERIOR FLATWORK AND CURBS - PROVIDE EXPANSION CONTRACTION JOINT AT 20' -0" ON CENTER MAXIMUM AND CONTROL JOINT AT 8' -0" ON CENTER MAXIMUM. DIVISION 3 - CONCRETE DIVISION 5 - METALS 1. CONCRETE AND EMBEDDED ITEMS A. ALL CONCRETE SHALL BE MIXED, FORMED AND PLACED ACCORDING TO A.C.I. CODE. B. CONCRETE SHALL BE MACHINE MIXED USING A MAXIMUM OF 7 GALLONS OF WATER PER SACK OF CEMENT. READYMIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C -94. MIX AT A RATE OF 5 SACKS OF CEMENT PER CUBIC YARD. MAXIMUM SLUMP SHALL BE 5" AS MEASURED BY THE ASTM "STANDARD METHOD OF TESTING FOR SLUMP OF PORTLAND CEMENT CONCRETE ". C. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2500 P51 AT 28 DAYS. D. CEMENT FOR CONCRETE OR MASONRY MORTAR SHALL BE A STANDARD BRAND "PORTLAND CEMENT ", MEETING THE REQUIREMENT OF ASTM C -150. CEMENT SHALL BE '"TYPE II ". (USE TYPE V CEMENT IF REQUIRED BY THE SOILS REPORT) E. AGGREGATES FOR CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C -33. F. CONTRACTOR MAY USE AN APPROVED WATER REDUCING ADMIXTURE CON- FORMING TO ASTM C -494. G. SLAB ON GRADE SHALL BE POURED ON FIRM, MOISTENED, COMPACT EARTH. CONSTRUCTION OR CRACK - CONTROL JOINTS SHALL BE SPACED A MAXIMUM OF 20' APART. H. ALL REINFORCING STEEL, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURELY FASTENED IN THE FORMS PRIOR TO POURING CONCRETE. I. ALL BOLTS SHALL HAVE A STANDARD BOLT HEAD OR A 1 1/4" 90 DEGREE BEND AT EMBEDDED END. ANCHOR BOLTS SHALL BE SPACED 12 BOLT DIA- METERS MINIMUM. MINIMUM EMBEDMENT OF ANCHOR BOLTS SHALL BE 9" INTO FOOTINGS, 5 1/2" INTO MASONRY, & 4 1/2" INTO VERT. CONC. SURFACES. J. EXPANSION BOLTS, SUCH AS PHILLIPS RED HEAD, ETC., MAY BE USED IN LIEU OF ANCHOR BOLTS WHERE SPECIAL CONDITIONS WARRANT THEIR USE, PROVIDED THAT WRITTEN APPROVAL OF THE ENGINEER IS OBTAINED. SIZE OF SUCH ANCHORS SHALL BE ONE NOMINAL SIZE LARGER OR THEIR NUMBER SHALL BE INCREASED BY 25% WHERE APPLIED TO VERTICAL SURFACES. K. GROUT SHALL CONSIST OF 1 PART CEMENT, TO NOT MORE THAN 3 PARTS SAND AND NOT LESS THAN 1 PART NOR MORE THAN 2 PARTS PEA GRAVEL BASED ON DRY LOOSE VOLUMES. GROUT SHALL BE OF FLUID CONSISTENCY, APPROVED ADMIXTURES MAY BE ADDED TO THE GROUT MIX. GROUT SHALL ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. L. DRYPACK SHALL CONSIST OF 1 PART CEMENT, 4 PARTS SAND. BASED ON DRY LOOSE VOLUMES AND NOT LESS THAN 1/4 PART, NOR MORE THAN 1/2 PART LIME PUTTY OR DRY HYDRATED LIME. DRYPACK SHALL OBTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. M. SEE DRAWINGS FOR MISCELLANEOUS IRON AND STEEL, ETC., TO BE CAST IN CONCRETE AND FOR LOCATION OF FLOOR FINISHES AND SLAB DEPRESSIONS. N. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATION OF ALL PIPES, CONDUITS, ETC. 0. PIPE OR DUCTS EXCEEDING ONE -THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAI LED. P. PIPE MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT NOT BE EMBEDDED THEREIN. SEE REINFORCING STEEL SPECIFICATIONS ON DRAWING. FURNISH AND INSTALL ALL STEEL REINFORCING BARS AND WIRE FABRIC INDICATED ON DRAWINGS, INCLUDING THE WIRE. 2. STEEL REINFORCING A. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS CON- FORMING TO ASTM A --615, GRADE 60 TYPICALLY. LAP BARS A MINIMUM OF 36 DIAMETERS. STAGGER LAPS WHERE PERMISSIBLE. LAP BARS A MIN- IMUM OF 48 DIAMETERS IN MASONRY. USE GRADE 60 TYPICALLY, USE GRADE 40 FOR TIES & DOWELS. B. WIRE MESH SHALL CONFORM TO ASTM A -185. LAP 8" MINIMUM. C. FOOTING DOWELS SHALL MATCH VERTICAL WALL OR COLUMN STEEL. LAP 36 DIAMETERS MINIMUM. D. AT ALL OPENINGS IN CONCRETE, CONCRETE BLOCK AND BRICK MASONRY, PROVIDE AT LEAST 2 - #5 BARS AT JAMBS, HEAD AND SILL, EXTENDING 2' -0" BEYOND EDGES OF OPENING. E. MINIMUM CONCRETE COVER SHALL BE: 3" CONCRETE POURED AGAINST EARTH. 2" FORMED CONCRETE WHICH WILL REMAIN IN CONTACT WITH EARTH, 1 1/2 ...BEAMS, MEASURED TO MAIN STEEL; COLUMNS, MEASURED TO TIES OR SPIRALS: EXPOSED TO EARTH OR WEATHER. 3/4" ....SLABS; INSIDE FACES OF WALLS. B. SHOULD UNCHARTED OR INCORRECTLY CHARGED PIPING OR OTHER UTILITIES BE DIVISION 4 - MASONRY GENERAL NOTES 1) ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF BOTH LOCAL AND UNIFORM BUILDING CODE (U.B.C.) STANDARDS. 2) CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE AND REPORT ANY ERRORS, OMISSIONS, OR POSSIBLE DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCING ANY WORK. SPECIAL CARE SHALL BE GIVEN SITE AND BUILDING LAYOUT THEREON. 3) THE CONTRACTOR SHALL PROVIDE SAFE AND ADEQUATE BRACES AND CONNECTIONS TO SUPPORT THE COMPONENT PARTS OF THE STRUCTURE UNTIL THE STRUCTURE ITSELF INCLUDING THE FLOOR AND ROOF DIAPHRAGMS) IS COMPLETE ENOUGH TO ADEQUATELY SUPPORT ITSELF. 4) OPTIONS, IF PROVIDED HEREIN, ARE FOR CONTRACTOR'S CONVENIENCE. HE SHALL BE RESPONSIBLE FOR ALL CHANGES NECESSARY, SHALL COORDINATE ALL DETAILS, AND SHALL OBTAIN ALL REQUIRED APPROVALS. 5) COSTS OF ADDITIONAL DESIGN WORK NECESSITATED BY SELECTION OF AN OPTION OR DUE TO ERRORS OR OMISSIONS IN CONSTRUCTION, SHALL BE BORNE BY THE CONTRACTOR. CONCRETE MASONRY UNIT 1) ALL CONCRETE BLOCK UNITS SHALL BE LIGHT WEIGHT GRADE "N ", CONFORMING TO ASTM C -90. (F'm = 1500 PSI) 2) ALL SLUMPED BLOCK UNITS SHALL BE GRADE "N ", CONFORMING TO ASTM C -90. (F'm = 1500 PSI) 3) CEMENT MORTAR SHALL CONSIST OF ONE PART CEMENT TO 3 1/2 SAND TO 1/4 LIME PUTTY. CEMENT MORTAR SHALL ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2000 P51 AT 28 DAYS. 4) ALL CELLS CONTAINING HORIZONTAL OR VERTICAL REINFORCING STEEL, BOLTS, OR INSERTS SHALL BE GROUTED. WHERE REINFORCING STEEL, ETC., OCCURS IN OR ADJACENT TO MORTAR JOINTS, THE CELLS ON EACH SIDE OF SAID STEEL, ETC., SHALL BE GROUTED. WHERE BLOCK WALL IS RETAINING EARTH OR IN CONTACT WITH EARTH, SUCH PORTION OR WALL SHALL BE GROUTED SOLID. 5) CLEANOUT OPENINGS SHALL BE PROVIDED AT BOTTOM OF ALL VERTICALLY GROUTED CELLS IF GROUT LIFT EXCEEDS 4' --0 ". MAXIMUM GROUT LIFT 15 6' -0" 6) WALL SHALL NOT BE GROUTED UNLESS 50 SPECIFIED ON THE PLANS. WIRE MESH SHALL BE USED TO FORM HORIZONTALLY (PAPER, CARDBOARD. ETC., SHALL NOT BE USED). 7) ALL MASONRY WALLS IN EXCESS OF 10' -0" IN HEIGHT SHALL BE BRACED TO WITHSTAND A WIND LOAD OF 10 LBS. PER SQ. FT. APPLIED PERPENDICULAR TO WALL IN EITHER DIRECTION. BRACING SHALL REMAIN IN PLACE UNTIL ROOF DIAPHRAGM (ETC.) 15 COMPLETE ENOUGH TO SUPPORT THE WALL. MISCELLANEOUS METALS A. CUSTOM FABRICATE FERROUS METAL ITEMS 16 GAUGE AND HEAVIER. REFER TO DRAWINGS AND DETAILS. B. MATERIALS: FURNISH GLAVANIZED STRUCTURAL STEEL 'C' STUDS SIZES, MINIMUM 20 GAGE OR AS INDICATED ON DRAWINGS AND AS REQUIRED WITH ALL NECESSARY ACCESSORIES. C. INSTALLATION: INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S PRINTED OR WRITTEN INSTRUCTIONS AND RECOMMENDATIONS UNLESS OTHERWISE INDICATED. INSTALL CONTINUOUS TRACKS -SIZED TO MATCH STUDS, SECURE TRACKS AS RECOMMENDED BY STUD MANUFACTURER FOR TYPE OF CONSTRUCTION INVOLVED. SET STUDS PLUMB, EXCEPT AS NEEDED FOR DIAGONAL BRACING OR REQUIRED FOR NON -PLUMB WALLS OR WARPED SURFACES AND SIMILAR REQUIREMENTS. INSTALL SUPPLEMENTARY FRAMING, BLOCKING AND BRACING IN METAL FRAMING SYSTEM WHENEVER WALLS OR PARTITIONS ARE INDICATED TO SUPPORT FIXTURES, EQUIPMENT, SERVICES, CASEWORK, HEAVY TRIM AND FURNISHINGS, AND SIMILAR WORK. SECURE STUDS TO TOP AND BOTTOM RUNNER TRACKS BY EITHER WELDING OR SCREW FASTENING AT BOTH INSIDE AND OUTSIDE FLANGES. INSTALL HORIZONTAL STIFFENERS IN STUD SYSTEM AS REQUIRED, SPACES (VERTICAL DISTANCE) AT NOT MORE THAN 4' -6" 0.C. SECTION 05130 --- STRUCTURAL AND MISCELLANEOUS STEEL PART 1.00 - GENERAL 1.01 WORK INCLUDED A. MISCELLANEOUS METAL, INCLUDING PIPE COLUMN SUPPORTS, ANGLE SUPPORTS FOR STOREFRONT, STEEL TUBES & OTHER STEEL FRAMING. 1.02 GENERAL PROVISIONS A. WELDING: COMPLY WITH AWS & GOVERNING BUILDING CODES. WELDERS CERTIFIED BY THE GOVERING BUILDING CODE. B. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS SHOWING IN COMPLETE DETAIL ALL INFORMATION REQUIRED FOR FABRICATION, FINISHING & INSTALLATION OF THIS WORK. PART 2.00 - PRODUCTS 2.01 MATERIALS A. STEEL SHAPES: ASTM A36 B. STEEL PIPES: ASTM A53, GRADE B C. WELDING RODS: CONFORM TO REQUIREMENTS OF AWS FOR INTENDED USE. D. E. F. BOLTS, NUTS, SCREWS: ASTM A7, GRADE A. STEEL PLATE: ASTM A283, GRADE A. PAINT -SHOP PRIME COAT FOR FERROUS METAL: FABRICATOR'S STANDARD METAL PRIMER. G. MISCELLANEOUS MATERIAL: AS SHOWN & AS NECESSARY TO COMPLETE THIS WORK. 2.02 SHOP PRIME COAT A. APPLY PRIMER TO 1 MIL MINIMUM DRY COAT THICKNESS & TOUCH UP AFTER INSTALLATION & LEAVE IN PROPER CONDITION TO RECEIVE FINISH COATS AS SCHEDULES. 2.03 FABRICATION A. USING SKILLED MECHANICS, FORM & FABRICATE ITEMS OF WORK SHOWN & AS REQUIRED TO MEET INSTALLATION CONDITIONS. MAKE PROVISIONS TO CONNECT WITH OR RECEIVE THE WORK OF OTHER CRAFTS. 1. PIPE & TUBE COLUMN SUPPORTS: PROVIDE AS INDICATED ON STRUCTURAL PLAN. 2. MISCELLANEOUS STEEL FRAMING: PROVIDE AS INDICATED & AS NECESSARY TO COMPLETE THE WORK. PART 3.00 - EXECUTION 3.01 INSPECTION A. VERIFY GOVERNING DIMENSIONS & CONDITIONS AT THE JOB SITE BEFORE COMMENCING ANY ERECTION WORK. 3.02 MISCELLANEOUS METAL A. INSTALL ALL ITEMS PLUMB, LEVEL & SQUARE, SECURELY & RIGIDLY ATTACHED TO SUPPORTING CONSTRUCTION. SET COLUMN SUPPORTS FOR FREESTANDING PARTITIONS USING THREADED BOLTS SET INTO DRILLED EXPANSION ANCHORS. B. STEEL LADDER. 1. FURNISH & INSTALL STEEL LADDERS WHERE SHOWN ON DRAWINGS. LADDERS SHALL BE 2 IN. X 1/4 IN. STEEL STRINGERS, BENT AS REQUIRED, ANCHORED TOP & BOTTOM 8 IN. AWAY FROM WALL. STRINGERS TO BE 16 IN. APART WITH 1/2 IN. MIN. ROUND RUNGS AT 12 IN. 0.C. SIDE RAILINGS SHALL BE PROVIDED. E SPECIAL DOORS (ACCESS DOORS): 1. FURNISH & INSTALL ALL SPECIAL DOORS REQUIRED FOR ACCESS TO AREA BEHIND BLDG. FACADE, WATER SHUT OFF VALVES, SPRINKLER RISERS, ETC. ACCESS DOORS SHALL BE AS MANUFACTURED BY MILCOR OR EQUAL AS APPROVED BY T.J. MAXX ,PROPERLY SIZE SPECIAL DOORS TO ALLOW FULL ACCESS TO EQUIPMENT, BOXES, ETC. RECEf'!i D C iY OF T I_IKV,r °' ,A NOV 0 2C..; / F E6' I i Cra1 L;H PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS. DESIGNS, SKETCHES, IDEAS, ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECT'S WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON. FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. It{C & VIGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER. AND NOT FOR OTHER RFI ATED. IMPI IED. OR FUTURE WORK(S) OR PROJECT(S), O REVISIONS: • • ISSUE DATE: • 1ST 2ND 3RD 4111 5TH 5TH • ARCHITECT • VIGEN IN PROJECT: • ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4- 08 -D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO HE USED ONLY FOR THE PROJECT LOCATED ABOVE. SHEET NO. SPECIFICATIONS ERED TECT VTGEN ASHINGTON PLAN CHECK RESUBMITTAL 11/05/07 DIVISION 6 - WOOD AND PLASTICS 1 . A. ROUGH CARPENTRY WOOD CONSTRUCTION 1) STRUCTURAL LUMBER SHALL BE GRADE- MARKED DOUGLAS FIR -LARCH PER STANDARD GRADING AND DRESSING RULES #16 OF WEST COAST LUMBER INSPECTION BUREAU. 3) :,a " • • A • • • • • b. JOISTS c. BEAMS, PURLINS d. SUB - PURLINS e. LEDGERS f. STUDS g. STUDS 2 x 6 h. POSTS i. SILLS, PLATES, & BLOCKING 2) EXCEPTION TO THE ABOVE SHALL BE NOTED ON PLAN. 3) SILLS OR PLATES BEARING ON CONCRETE OR MASONRY WHICH IS WITHIN 48" OF EARTH SHALL BE PRESSURE TREATED, OR EQUAL, WOOD PER U.B.C. STD. 25 -12. SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 1/2" DIA- METER X 10" BOLTS AT 4' -O" O.C., 12" MIN. FROM ENDS, OR 2 BOLTS MIN. PER PIECE. WHERE DIFFERENT BOLT SIZES AND /OR SPACINGS ARE INDICATED ON THE PLANS, THEY SHALL GOVERN. 4) PLACE 2 THICK FIREBLOCKING IN STUD WALLS AT CEILING AND FLOOR LEVELS, AT EACH 10" HEIGHT OF STUDS. 5) JOISTS SHALL BE BLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT IN- TERVALS OF 8' WHERE JOISTS ARE 2" X 12" OR DEEPER. 6) JOISTS UNDER NON - BEARING PARTITIONS SHALL BE DOUBLED, & TRIPLED FOR BEAR ING PARTITIONS ABOVE, EXCEPT AS NOTED. 7) PLYWOOD SHALL BE "STRUCTURAL 1- EXTERIOR" PER AMERICAN PLYWOOD ASSOC- IATION P.S. 1 -83. 1/2" PLYWOOD SHALL HAVE A MINIMUM OF 4 PLYS. WHERE 1/2" CDX PLYWOOD IS SPECIFIED, A MINIMUM OF 5 PLYS IS REQUIRED. 8) COMMON NAILS SHALL BE USED, UNLESS NOTED OTHERWISE. 9) LAG BOLTS (& SCREWS) SHALL BE PRE - DRILLED TO SHANK DIAMETER & FULL DEPTH & SCREWED, NOT DRIVEN INTO PLACE. 10) CUT WASHERS SHALL BE PLACED UNDER HEADS & NUTS OF ALL BOLTS & UNDER HEADS OF LAGBOLTS. ONE CUT WASHER SHALL BE USED FOR BOLTS CONNECTING WOOD LEDGERS TO CONCRETE OR MASONRY WALLS. 7) SEE LUMBER, PLYWOOD AND NAILING SPECIFICATIONS ON DRAWING, SHEET A -4. PROVIDE AND INSTALL ALL WOOD FRAMING AS INDICATED ON THE DRAWINGS. 8) METAL CONNECTORS AND FRAMING DEVICES SHOWN ON DRAWINGS OTHER THAN CUSTOM FABRICATED ITEMS SHALL BE "STRONG -TIE" CONNECTORS BY SIMPSON COMPANY. 2. PREFABRICATED TRUSSES A. FABRICATE, SUPPLY AND ERECT PREFABRICATED TRUSSES, STRUCTURAL STEEL CONNECTORS AND GUSSETS (PRIMED) AND LATERAL SUPPORT FOR TRUSSES. B. SHOP DRAWINGS AND PRODUCT DATA: 2" TO 4" WIDE, 8" OR LARGER 2" TO 4" WIDE, 6" & DEEPER OVER 4" WIDE 2" TO 4" WIDE, 4" DEEP 2 x 4 OR 3 x 4 1) SUBMIT SHOP DRAWINGS AND CALCULATIONS IN ACCORDANCE WITH GENERAL REQUIREMENTS. SHOP DRAWINGS AND CALCULATIONS SHALL BE APPROVED BY THE ARCHITECT PRIOR TO FABRICATION. 2) INDICATE TRUSS FRAMING PLANS; SPECIES AND GRADES OF LUMBER USED; DESIGN LOADING AND ALLOWABLE STRESS INCREASE; CAMBER; PITCH; SPAN AND SPACING OF TRUSSES; GUAGE THICKNESS, NOMINAL SIZES AND LO- CATIONS OF CONNECTORS AT JOINTS; BEARING AND ANCHORAGE DETAILS FRAMED OPENINGS; PERMANENT BRACING AND BRIDGING. SHOP DRAWINGS AND DESIGN ANALYSIS SHALL BEAR SEAL OF PROFESSIONAL ENGINEER, REGISTERED IN THE STATE WHERE CONSTRUCTION IS LOCATED. 4) SUBMIT MANUFACTURER'S INSTRUCTIONS ON LATERAL BRACING. 5) SUBMIT DESIGN ANALYSIS STRESS DIAGRAM INDICATING DESIGN LOAD ON EACH TRUSS MEMBER; OR PRINT OUT OF COMPUTER DESIGN. C. ACCEPTABLE MANUFACTURERS TRUSS MANUFACTURER AND TYPE AS SHOWN ON ROOF FRAMING PLAN. 3. FINISH CARPENTRY MATERIALS: LUMBER PRODUCTS PART 1.00 - GENERAL 1.01 WORK INCLUDED A. FINISH CARPENTRY ITEMS, OTHER THAN SHOP FABRICATED WORK, NECESSARY & INCIDENTIAL TO COMPLETE THE INSTALLATION & ASSOCIATED WORK. B. HARDBOARD PANELING. C. WOOD TRIM AT INTERIOR: VERTICAL GRAIN RED OAK - SURFACE ALL EXPOSED SIDES. D. EXPOSED WOOD AT EXTERIOR: RESAWN DOUGLAS FIR, NO KNOT; STAIN GRADE. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. SECTION 08210: WOOD DOORS. B. SECTION: 09900: PAINTING. 1.03 QUALITY ASSURANCE A. EXAMINE DETAILS & WORKING CONDITIONS. VERIFY ALL DIMENSIONS IN THE FIELD. 1, ADVISE ARCHITECT OF ANY DEFECTS OR DISCREPANCIES. 2. DO NOT START WORK UNTIL DESCREPANCIES ARE CORRECTED, B. THE CONTRACTOR ID SPECIFICALLY RESPOMSIBLE FOR PROPER RELATION OF HIS WORK TO THE BUILDING STRUCTURE & TO THE WORK OF OTHER TRADES. C. HARDBOARD, PLYWOOD & LUMBER SHALL BEAR TRADEMARK, STAMP OR OTHER MARKS INDICATING MATERIAL GRADES. D. CONFORM TO NBS VOLUNTARY STANDARD P5 20 -70 & AMENDMENTS FOR LUMBER. 1. SURFACE ON FOUR SIDES. 2. SIZE REFERENCES ARE NOMINAL, UNLESS INDICATED OTHERWISE. E. MOISTURE CONTENT AT DELIVERY & INSTALLATION SHALL NOT EXCEED 19 %. F. CONTRACTOR IS RESPONSIBLE FOR FITTING FABRICATED ITEMS, SPECIAL MILL ITEMS & WOODWORK ITEMS & SHALL CORRECT ALL DETAILING & FABRICATION ERRORS AT NO ADDITIONAL COST TO OWNER. G. PERFORM FINISH CARPENTRY WORK IN ACCORDANCE WITH AWI QUALITY STANDARDS, PREMIUM GRADE. USE FULL LENGTH PIECES, MITER ALL JOINTS, SHOULDER JOINT AT DOOR JAMBS. FILL ALL NAIL HOLES AND SAND SMOOTH. F:\I - wg\Panda Express \VH702.020_South Center Square_Tukwila WA\s408d1577_SP- 2P.dwg, 8/29/2007 4:55:03 PM, MirhrlIch, Micljelleh 1.04 PRODUCT HANDLING A. PROCEDURES: INACCORD WITH SECTION 01000. B. DELIVERY: 1. DELIVER MATERIALS TO THE JOBSITE IN UNDAMAGD CONDITION. STORE FULLY COVERED IN WELL VENTILATED AREAS & PROTECT FROM EXTREME TEMPERATURE & HUMIDITY CHANGES. 1.05 SHOP DRAWINGS A. SUBMIT IN ACCIRDANCE WITH SECTION 01340 FOR ALL FABRICATED ITEMS, SPECIAL MILL ITEMS & WOODWORK OR MILLWORK SHOWING MATERIALS, CONSTRUCTION & ERECTION DETAILS, FASTENINGS. PART 2.00 - MATERIALS 2.01 ACCESSORIES AND NAILS A. BOLTS: ASTM A307 -76B, GALVANIZED & SIZED FOR INTENDED USE. B. CLIP ANGLES: 3/16 IN. STEEL, GALVANIZED; OR COMMERCIAL CLIPS FOR CONNECTING WOOD. C. NAILS AND STAPLES: SIZE & TYPE BEST SUITED FOR THE PURPOSE, FS FF- N -105B & Am -3, GALVANIZED AS APPLICABLE. 1. IN GENERAL: a. 8- PENNEY OR LARGER: NAILING THROUGH 1 IN. THICK LUMBER & TOE- NAILING 2 IN. THICK LUMBER. b. 16 - PENNEY OR LARGER: NAILING THROUGH 2 IN. THICK LUMBER. D. TOGGLE BOLTS & SCREW EXPANSION SLEEVE BOLTS : FS FF- B -588C & Am -1; GALVANIZED, TYPE & SIZE BEST SUITED FOR INTENDED USE. E. WOOD SCREWS: CONFORMING TO FS FF -S111 D, GALVANIZED, TYPE & SIZE BEST SUITED FOR THE PURPOSE, MAY BE USED IN LIEU OF NAILING. 1. LENGTH: PENETRATE WOOD FRAMING 1/8 IN., MINIMUM. 2.02 WOOD PANELS A_ SLATWALL PANEL SYSTEM: 1. FURNISH & INSTALL PREFABRICATED WALL PANEL SYSTEM THROUGHOUT THE SALES FLOOR. SEE DRAWING C -4 FOR EXTENTS & MANUFACTURER. INSTALLATION INSTRUCTIONS AFRE INCLUDED AS A PART OF THE PACKAGE & IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FAMILIAR WITH THESE INSTRUCTIONS PRIOR TO COMMENCEMENT OF WORK. 2.03 MISCELLANEOUS WOOD MEMBERS A. LUMBER FOR TRIM & OTHER EXPOSED MEMBERS SHALL BE KILN DRIED, IN ACCORDANCE WITH THE STANDARD GRADING RULES FOR WESTERN LUMBER (LATEST EDITION) OF THE WWPA & WIC MANUAL OF MILLWORK. 1. LUMBER SCRATCHED, GOUGED, STAINED OR OTHERWISE MARRED IN HANDLING OR ERECTION IS NOT ACCEPTABLE. a. REPLACE AT NO ADDITIONAL COST TO OWNER. B. TRIM FOR OPAQUE FINISHES: 1. DOUGLAS FIR, CLEAR, SIZE & PATTERN INDICATED. 2. MAXIMUM LENGTHS PRACTICABLE. PART .3.00 - EXECUTION 3.01 GENERAL A. PERFORM TO THE BEST STANDARD OF THE TRADE. PROVIDE CONSTANT SUPERVISION BY A COMPETENT FOREMAN. CAREFULLY PLAN & LAYOUT WORK TO CARRY OUT THE INTENT OF THE DRAWINGS & TRADE STANDARDS. B. SAW -CUT ACCURATELY; FIT INTO RESPECTIVE LOACATIONS, TRUE TO LINE, GRADE & LEVEL; SECURE IN FINAL POSITION WITH NAILS, SCREWS, BOLTS, STAPLES OR OTHER FASTENINGS & FITTINGS AS DETAILED, SPECIFIED OR DIRECTED; SUBSTANTIAL & RIGID IN ALL PARTS & CONNECTIONS; IN ACCORD- ANCE WITH THE APPROVED SHOP DRAWINGS. C. TRIM OPENINGS WITH FULL LENGTH MEMBERS JOINTED ONLY AT CORNERS. SCRIBE, MITER & JOIN ACCURATELY & NEATLY. INSTALL CONCEALED SHIMS, AS REQUIRED. D. BLIND NAIL TO EXTENT PRACTICABLE. FACE NAILING SHALL BE SET & STOPPED WITH A NON- STAINING PUTTY TO MATCH THE FINISH TO BE APPLIED. USE METAL SCREWS FOR ATTACHMENT TO METAL. SET & STOP SCREWS AS REQUIRED FOR NAILS. E. PRE -DRILL NAILS 7/8 DIAMETER AS REQUIRED TO AVOID WOOD SPLITS. F. PRE -DRILL SCREWS AT LOCATIONS FOR HOLE DIAMETER EQUAL TO THE "ROOT" DIAMETER OF THE SCREW. 3.02 MILL AND TRIM A. B. C. INSTALL STRAIGHT, LEVEL & PLUMB. 1. TRIM 2 IN. WIDE & MORE: RUN WITH HOLLOW BUCKS. FIT JOINTS CLOSELY: 1. STAGGER, CONCEAL OR PLACE IN UNOBTRUSIVE LOCATIONS. 2. COPE RETURNS & INTERIOR ANGLES, MITER EXTERIOR CORNERS. 3. FLAT WORK INTERSECTIONS SHALL BE SHOULDERED. SCARF END JOINTS. 4. CAULK EXTERIOR JOINTS FOR WATER RESISTANCE. FINGER JOINTS PERMITTED IN PAINTED WOOD ONLY. 3.04 SPLASH GUARD AT SERVICE SINK A. FURNISH & INSTALL A SPLASH GUARD (MARLITE OR EQUAL AS APPROVED BY OWNER.) 4 FT. HIGH X FULL WIDTH OF SIDES OF SERVICE SINK. EXTEND SPLASH GUARD OVER LIP OF SERVICE SINK 7 INSTALL FLEXIBLE SEALANT AT VERTICAL JOINT IN CORNER. CUT OUT FOR PLUMBING FAUCET & TAPS. 3.05 FINISH HARDWARE A. PROVIDE TO COMPLETE WORK OF THIS SECTION. 1. INSTALL CAREFULLY & NEATLY CUT AS REQUIRED. 2. INSTALL FLUSH & STRAIGHT. 3.06 MISCELLANEOUS WOODWORK ITEMS A. PROVIDE & INSTALL ALL MISCELLANEOUS ITEMS, INCIDENTIALS, FASTENINGS & ANCHORAGE NOT SPECIFIED, BUT REQUIRED TO COMPLETE THE WORK! IN ACCORDANCE WITH BEST STANDARD PRACTICE. 1. ITEMS NOT DETAILED, OR ARE THAT ARE SHOWN DIAGRAMMATICALLY ON THE DRAWINGS, SHALL BE FABRICATED TO THE CONTRACTOR'S APPROVED SHOP DETAILS. 2. MISCELLANEOUS WOOD ITEMS: KILN DRIED, DOUGLAS FIR, C SELECT. TO MEET FEDERAL, STATE & LOCAL CODES AS TO FLAME SPREAD REQ. 3.07 PRIMING A. PRIME WOODWORK PRIOR TO INSTALLATION, SEE SECTION: 09900. 3.08 CLEAN-UP A. UPON COMPLETION OF THE WORK UNDER THIS SECTION, CONTRACTOR SHALL REMOVE ALL TOOLS, RUBBISH, DEBRIS & SURPLUS MATERIALS FROM THE JOB SITE, LEAVING IT CLEAN & SATISFACTORY TO ARCHITECT. DIVISION 7 - THERMAL AND MOISTURE PROTECTION 1. ENERGY COMPLIANCE W. ■ ■ , - , • r • B. HOLLOW METAL OR SOLID CORE WOOD DOORS: PROVIDE VINYL OR SHEET METAL WEATHER SEAL AT HEAD, JAMB AND SILL AT EXTERIOR DOORS. C. EXTERIOR STOREFRONT HINGED DOORS: PROVIDE VINYL SEAL AT SILL AND CONTINUOUS PILE WEATHER -STRIP VERTICALLY AND AT TOP RAILS. D. OPEN EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN WALLS AND FOUNDATION, BETWEEN WALLS AND ROOF, BETWEEN WALL PANELS, AT PENETRATION OF UTILITIES THROUGH THE ENVELOPE, SHALL BE SEALED CAULKED OR WEATHER - STRIPPED TO LIMIT AIR LEAKAGE. 2. BUILDING INSULATION PART 1.00 - GENERAL 1.01 WORK INCLUDED A. INSULATION & VAPOR BARRIER IN WALL, CEILING & ROOF. INSTALL NEW INSULATION TO MATCH EXISTING INSULATION WHERE IT OCCURS. B. SOUND BOARD & BATT INSULATION WHERE IT OCCURS. C. FURNISH AND INSTALL RIGID, THERMAL BATT, AND SOUND BATT INSULATION. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. SECTION 09255, GYPSUM WALLBOARD SYSTEMS. 1.03 QUALITY ASSURANCE A. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH DETAILS OF THE WORK & WORKING CONDITIONS. FIELD VERIFY ALL DIMENSIONS & ADVISE THE ARCHITECT OF ANY DESCREPANCY BEFORE PERFORMING ANY WORK. 1.04 PRODUCT HANDLING A. DELIVERY MATERIALS TO THE JOB SITE IN ORIGINAL PACKAGES WITH MANUFACTURER'S LABELS INTACT. STORE IN APPROVED MANNER, PROTECTED FROM CONTACT WITH SOIL & EXPOSURE TO ELEMENTS. 1.05 PRODUCT DATA A. SUBMIT MANUFACTURER'S PRODUCT INFORMATION FOR APPROVAL. B. PRODUCTS: 1) RIGID INSULATION: FESCO BOARD ROOF INSULATION (THICKNESS =1 ", R -VALUE =2.78) OVER ULTRAGARD ISOCYANURATE ROOF INSULATION (THICKNESS= 2.3 ", R- VALUE= 30). ADHERE TO ROOF DIAPHRAGM SHEATHING PER MANUFAC- TURERS RECOMMENDATIONS. AS MANUFACTURED BY SCHULLER ROOFING SYS- TEMS, OR EQUAL. 2) BATT INSULATION: R -19, R -13, R -11 AS SHOWN ON PLANS, KRAFT FACED WITH STAPLING FLANGE FOR WOOD STUD WALL CONSTRUCTION, FOIL REIN- FORCED KRAFT FACING (FRK) WITH STAPLING FLANGE FOR WOOD STUD APP- LICATION IN ATTIC AREAS (FS -25 WITH FLAME SPREAD OF 25). AS MANU- FACTURED BY OWENS /CORNING FIBERGLASS, OR EQUAL. 3) SOUND BATT INSULATION: NON- COMBUSTIBLE MINERAL FIBERGLASS BATTS WITH MINIMUM 3 1/2" THICKNESS. OWENS- CORNING OR APPROVED EQUAL. 4) VAPOR BARRIER: TRANSLUCENT POLYETHYLENE FILM FOR USE IN ABOVE GRADE BUILDING CONSTRUCTION, 6 MIL MINIMUM THICKNESS. PART 2.00 - MATERIALS 2.01 BUILDING INSULATION D. UNDER SIDE ROOF DECK INSULATION: 1. WHEREVER REQUIRED BY LOCAL CODE THE LANDLORD WILL BE RESPONSIBLE FOR ADDING INSULATION TO MEET LOCAL BUILDING 7 FIRE SAFETY CODES. 2.02 NAILS AND STAPLES A. FS FF- N -105B & AM -3, GALVANIZED OR CORROSION RESISTANT, SIZE & TYPE SUITED FOR THE PURPOSE. 2.03 OTHER MATERIALS A. PROVIDE NEW, FIRST QUALITY MATERIALS FOR ARCHITECT'S APPROVAL IF NOT DESCRIBED, BUT REQUIRED FOR A COMPLETE INSTALLATION. PART 3. - EXECUTION 3.01 INSTALLATION A. INSTALL INSULATION, AS SHOWN ON THE DRAWINGS, AFTER CONSTRUCTION HAS ADVANCED TO THE POINT THAT REMAINING OPERATIONS WILL NOT JEPORARDIZE THESE MATERIALS. 3.02 INSULATION A. EXTERIOR WALL INSULATION AT MASONRY SHALL BE HELD TO THE WALL BY USE OF FURRING STRIPS OR MECHANICAL FASTENING. B. INSTALL INSULATION ON THE COLD OR WEATHER SIDE OF ELECTRICAL OUTLETS, DUCTS, VENTS, PIPES OR OTHER UTILITY ITEMS. 3.03 CLEAN -UP 1. VAPOR BARRIER TO THE WARM SIDE. A. REMOVE ALL DEBRIS & SURPLUS MATERIALS FROM THE JOB SITE DAILY. SECTION 07720 - ROOF HATCHES PART 1.00 - GENERAL 1.01 WORK INCLUDED A. PREFABRICATED ROOF HATCHES, COMPLETE WITH INTEGRAL SUPPORT CURB, OPERABLE HARDWARW & COUNTERFLASHING. 1.02 SHOP DRAWINGS A. SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH SECTION 01000,01340. B. CLEARLY INDICATE CONSTRUCTION, CONFIGURATION, FASTENING METHODS & INSTALLATION. PART 2.00 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. INRYCO /MILCOR MODEL RAS -1 B. BILCO TYPE '5' C. OR APPROVED EQUAL PART 3.00 - EXECUTION 3.01 PREPARATION A. COORDINATE WITH BUILT - SCHEDULING. UP ROOFING APPLICATOR FOR PROPER B. NOTE REQUIREMENT FOR PROCEDURES. 3.02 INSTALLATION A. INSTALL IN ACCORDANCE WITH MANUFACTURER'S PROVIDE WEATHERTIGHT INSTALLATION. B. APPLY BITUMINOUS PAINT ON METAL HATCH SURFACES TO BE IN CONTACT WITH CEMENTITIOUS MATERIALS OR DISSIMILAR METALS. SECTION 07920 - SEALANTS AND CAULKING PART 1.00 - GENERAL 1.01 WORK INCLUDED A. WORK INCLUDED: THROUGH THE WORK, SEAL & CAULK JOINTS WHERE SHOWN ON THE DRAWINGS & ELSEWHERE AS REQUIRED TO PROVIDE A POSITIVE BARRIER AGAINST PASSAGE OF MOISTURE & PASSAGE OF AIR. SEAL OPENINGS IN FIRE RATED WALL, FLOOR & ROOF ASSEMBLIES AT PLUMBING PIPING, MECHANICAL DUCTING & ELECTRICAL CONDUIT PENETRATIONS. SEAL OPENINGS AT OPENINGS BETWEEN TOP OF FIRE RATED WALLS & ROOF OR FLOOR DECK. B. 1.02 QUALITY ASSURANCE A. USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED & EXPERIENCED IN THE NECESSARY CRAFTS & WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS & THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION. 1.03 PRODUCT HANDLING A. COMPLY WITH PERTINENT PROVISIONS OF SECTION 01640. B. DO NOT RETAIN AT THE JOB SITE MATERIAL WHICH HAS EXCEEDED THE SHELF LIFE RECOMMENDED BY ITS MANUFACTURER. PART 2.00 - PRODUCTS 2.01 SEALANTS RELATED WORK: 1. DOCUMENTS AFFECTING WORK OF THIS SECTION INCLUDE, BUT NOT NECESSARILY LIMITED TO, GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS & SECTIONS IN DIVISION 1 OF THESE SPECIFICATIONS. A. EXCEPT AS SPECIFIED OTHRWISE APPROVED BY THE ARCHITECT, USE ONLY THE TYPES OF SEALANTS DESCRIBED IN THIS ARTICLE. B. PROVIDE TWO - COMPONENT, RUBBER BASED COMPOUND COMPLYING WITH FED SPEC TT- S- 00227C, WITH EACH COLOR OF SEALANT & EACH CLASS OF SEALANT THE PRODUCT OF A SINGLE MANUFACTURER SELECTED FROM THE FOLLOWING, OR EQUAL PRODUCTS APPROVED IN ADVANCE BY THE ARCHITECT. 1. CLASS A - FOR NON- TRAFFIC BEARING HORIZONTAL SURFACES. 2. CLASS B - FOR VERTICAL SURFACES. 3. FOR OTHER SURFACES, PROVIDE PRODUCTS ESPECIALLY FORMULATED FOR THE PROPOSED USE & APPROVED IN ADVANCE BY THE ARCHITECT. C. PROVIDE FIRE -STOP COMPOUND COMPLYING WITH ASTM E -814 & ASTM E -119, THE PRODUCT OF A SINGLE MANUFACTURER SELECTED FROM THE FOLLOWING, OR EQUAL PRODUCTS APPROVED IN ADVANCE BY THE ARCHITECT. D. COLORS: E. IN CONCEALED INSTALLATIONS & IN PARTIALLY OR FULLY EXPOSED INSTALLATIONS WHERE SO APPROVED BY THE ARCHITECT, USE STANDARD GRAY OR BLACK SEALANT. 2.02 PRIMERS LADDER LOCATION & COORDINATE ATTACHMENT RECOMMENDATIONS. 1. COLOR FOR EACH SEALANT INSTALLATION WILL BE SELECTED BY THE ARCHITECT FROM STANDARD COLORS NORMALLY AVAILABLE FROM THE SPECIFIED MANUFACTURER. A. USE ONLY THOSE BACKUP MATERIALS WHICH ARE SPECIFICALLY RECOMMENDED FOR THIS INSTALLATION BY THE MANUFACTURER OF THE SEALANT USED. B. ACCEPTABLE TYPES INCLUDE: 1. CLOSED -CELL RESILIENT URETHANE OR POLYVINYLCHOLORIDE FOAM; 2. CLOSED -CELL POLYETHYLENE FOAM; 3. CLOSED -CELL SPONGE OF VINYL OR RUBBER; 4. POLYCHOLOPRENE TUBES OR BEADS; 5. POLYISOBUTYLENE EXTRUSIONS; 6. OIL -LESS DRY JUTE. C. PREFORMED SUPPORT STRIPS FOR CERAMIC TILE CONTROL JOINT & EXPANSION JOINT WORK: USE POLYISOBUTYLENE OR POLYCHLOROPENE RUBBER. 2.04 BOND PREVENTATIVE MATERIALS A. USE ONLY ONE OF THE FOLLOWING AS BEST SUITED FOR THE APPLICATION & AS RECOMMENDED BY THE MANUFACTURER OF THE SEALANT USED. 1. POLYETHYLENE TAPE, PRESSURE SENSITIVE ADHESIVE, WITH THE ADHESIVE REQUIRED ONLY TO HOLD THE TAPE TO THE CONSTRUCTION MATERIALS AS INDICATED. 2. ALUMINUM FOIL COMPLYING WITH MIL- A -148E. 3. WAX PAPER COMPLYING WITH FED SPEC UU-P -270 2.05 MASKING TAPE A. FOR MASKING AROUND JOINTS, PROVIDE MASKING TAPE COMPLYING WITH FED SPEC UU- T -106C. 2.06 OTHER MATERIALS A. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE & PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE ARCHITECT. 3.00 - EXECUTION 3.01 SURFACE CONDITIONS A. EXAMINE THE AREAS & CONDITION AV= •._• . 3.02 PREPARATION A. COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. CONCRETE AND TILE SURFACES: 1. INSTALL ONLY ON SURFACES WHICH ARE DRY, SOUND & WELL BRUSHED, WIPING FREE FROM DUST. 2. AT OPEN JOINTS, REMOVE DUST BY MECHANICALLY BLOWN COMPRESSED AIR IF 50 REQUIRED. 3. USE SOLVENT TO REMOVE OIL & GREASE, WIPING THE SURFACES WITH CLEAN RAGS. 4. WHERE SURFACES HAVE BEEN TREATED, REMOVE THE SURFACE TREATMENT BY SAND BLASTING OR WIRE BRUSHING. 5. REMOVE LAITANCE & MORTAR FROM JOINT CAVATIES. 6. WHERE BACKSTOP IS REQUIRED, INSERT THE APPROVED BACKUP MATERIAL INTO THE JOINT CAVITY TO DEPTH NEEDED. B. STEEL SURFACES: 1. STEEL SURFACES IN CONTACT WITH SEALANT: a. SAND BLAST AS REQUIRED TO ACHIEVE ACCEPTABLE SURFACE FOR BOND. b. IF SAND BLASTING 15 NOT PRACTICAL, OR WOULD DAMAGE ADJACENT FINISH, SCRAPE THE METAL OR WIRE BRUSH TO REMOVE MILL SCALE. C. USE SOLVENT TO REMOVE OIL & GREASE, WIPING, THE SURFACES WITH CLEAN RAGS. 2. REMOVE PROTECTIVE COATINGS ON STEEL BY SAND BLASTING OR BY USING A SOLVENT WHICH LEAVES NO RESIDUE. C. ALUMINUM SURFACES: 1. ALUMINUM SURFACES IN CONTACT WITH SEALANT: a. REMOVE TEMPORARY PROTECTIVE COATINGS, DIRT, OIL OR GREASE. b. WHEN MASKING TAPE IS USED FOR PROTECTIVE COVER, REMOVE THE TAPE JUST PRIOR TO APPLYING THE SEALANT. 2. USE ONLY SUCH SOLVENT TO REMOVE PROTECTIVE COATINGS AS ARE RECOMMENDED FOR THAT PURPOSE BY THE MANUFACTURER OF THE ALIMINUM WORK & WHICH ARE NON - STAINING. 3.03 INSTALLATION OF BACKUP MATERIAL A. USE ONLY THE BACKUP MATERIAL RECOMMENDED BY THE MANUFACTURER OF THE SEALANT USED & APPROVED BY THE ARCHITECT FOR THE PARTICULAR INSTALLATION, COMPRESSING THE BACKUP MATERIAL 25% TO 50% TO ACHIEVE A POSITIVE & SECURE FIT. B. WHEN USING BACKUP OF ROD OR TUBE STOCK, AVOID LENGTHWISE STRETCHING OF THE MATERIAL. DO NOT TWIST OR BRAID HOSE OR ROD BACKUP STOCK. 3.04 PRIMING A. USE ONLY THE PRIMER RECOMMENDED BY THE MANUFACTURER OF THE SEALANT & APPROVED BY THE ARCHITECT FOR THE PARTICULAR INSTALLATION, APPLYING IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AS APPROVED BY THE ARCHITECT. 3.05 BOND BREAKER INSTALLATION A. PROVIDE AN APPROVED BOND BREAKER WHERE RECOMMENDED BY THE MANUFACTURER OF THE SEALANT & WHERE DIRECTED BY THE ARCHITECT, ADHERING STRICTLY TO THE INSTALLATION RECOMMENDATIONS AS APPROVED BY THE ARCHITECT. 3.06 INSTALLATION OF SEALANTS. A. PRIOR TO START OF INSTALLATION IN EACH JOINT, VERIFY THE JOINT TYPE ACCORDING TO THE DETAILS ON THE DRAWINGS, OR AS OTHERWISE DIRECTED BY THE ARCHIITECT & VERIFY THAT THE REQUIRED PROPORTION OF WIDTH OF JOINT TO DEPTH OF JOINT HAS BEEN SECURED. B. EQUIPMENT: 1. APPLY SEALANT UNDER PRESSURE WITH POWER- ACTUATED OR HAND GUN, OR BY OTHER APPROPRIATE MEANS. 2. USE GUNS WITH NOZZLES OF PROPER SIZE & PROVIDING SUFFICIENT PRESSURE TO COMPLETELY FILL THE JOINTS AS DESIGNED. C. THOROUGHLY & COMPLETELY MASK JOINTS WHERE THE APPEARANCE OF SEALANT ON ADJACENT SURFACES WOULD BE OBJECTIONABLE. D. INSTALL THE SEALANT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AS APPROVED BY THE ARCHITECT, THOROUGHLY FILLING THE JOINTS TO THE RECOMMENDED DEPTH. E. TOOL JOINTS TO THE PROFILE SHOWN ON THE DRAWINGS, OR AS OTHERWISE REQUIRED IF SUCH PROFILES ARE NOT AS SHOWN ON THE DRAWINGS. F. CLEANING UP: 1. REMOVE MASKING TAPE IMMEDIATELY AFTER JOINTS HAVE BEEN TOOLED. 2. CLEAN ADJACENT SURFACES FREE . ROFi4 SEALANT AS THE INSTALLATION PROGRESSES, USING,, " SOEVENT, OR CLEANING AGENT RECOMMENDED BY THE MfANUFACTURER 'OF TE SEALANT USED. UNDER WHICH WORK OF THIS SECTION CM OF NOV 0 / PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS. DESIGNS. SKETCHES, IDEAS. ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECT'S WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON. FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. INC. & VIGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER. AND NOT FOR OTHER RRATED. IMPLIED. OR FUTURE WORK(S) OR PROJFCT(S) • REVISIONS: • REV A A B A A A • 1ST 2ND 3RD Ohl 5TH DATE ISSUE DATE: • • ARCHITECT • VIGEN ■ PROJECT: • DESCRIPTION BY ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4- 08 -D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. • SEAL: • SHEET NO. SPECIFICATIONS VTGEN ASHTNGTON 8632 1 PLAN CHECK RESUBMITTAL 11/05/07 3. MEMBRANE ROOFING A. WORK INCLUDED 1) PROVIDE AND INSTALL MEMBRANE ROOFING AND BASE FLASHING AS CALLED OUT ON THESE PLANS AND /OR SPECIFICATIONS. B. MATERIALS 1) PROVIDE MEMBRANE ROOFING AS MANUFACTURED BY SCHULLER ROOFING SYS- TEMS. PRODUCT AND INSTALLATION SHALL CONFORM TO MANUFACTURERS SPECIFICATION #4GIC, FOUR PLY, MINERAL SURFACE FIBERGLASS BUILT -UP ROOF, U.L. CLASS RATED A, F.M.I 60, C. INSTALLATION 1) ROOFING SHALL BE INSTALLED OVER WOOD DECK OR INSULATED DECK, WHERE APPLICABLE, IN STRICT ACCORDANCE WITH THE MANUFACTURERS LATEST RECOMMENDATIONS. 2) ROOFING CONTRACTOR SHALL FURNISH AND INSTALL ASPHALT IMPREGNATED FIBER CANT STRIPS AT ALL VERTICAL JUNCTIONS OF WALLS AND ROOF.. 3) PRIME ALL METAL FLASHINGS, ETC. THAT WILL BE IN CONTACT WITH ROOFING MATERIALS, WITH ASPHALT PRIMER AND ALLOW TO DRY BEFORE ROOFING MATERIALS ARE APPLIED. D. WARRANTY 4. FLASHING AND SHEET METAL A. FURNISH AND INSTALL ALL FLASHING, SHEET METAL, PITCH POCKET PANS AND SCUPPERS NOT SPECIFICALLY DESCRIBED IN OTHER SECTIONS OF THESE SPECIFICATIONS, BUT REQUIRED TO PREVENT WATER PENETRATION THROUGH EXTERIOR BUILDING SHELL, INCLUDING FLASHING, CAPS, AND ROOF EQUIPMENT PLATFORM COVERS. A. B. 1) GENERAL CONTRACTOR SHALL FURNISH A TEN (10) YEAR, NO DOLLAR LIMIT (NDL), WARRANTY FOR THIS INSTALLATION. B. COMPLY WITH APPLICABLE RECOMMENDATIONS AND DETAILS OF THE "ARCHITECTURAL SHEET METAL MANUAL ", BY SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION (S.M.A.C.N.A_)_ C. INSTALL SHEET METAL OVER A LAYER OF ROOFING FELT_ D. GALVANIZED IRON 1) SHEET METAL OR IRON SHALL BE A STANDARD BRAND OF OPEN - HEARTH, COPPER- BEARING STEEL, COPPER- MOLYBDENUM IRON, OR PURE IRON SHEETS. USE 24 GUAGE MINIMUM UNLESS OTHERWISE CALLED FOR ON THE DRAWINGS. 2) ZINC COATING a. ALL GALVANIZED SHEETS SHALL HAVE A ZINC COATING APPLIED BY HOT -DIP PROCESS TO ALL SURFACES. b. ZINC COATING SHALL WEIGH NOT LESS THAN 1 1/4 OUNCES PER SQ. FT. NOR MORE THAN 1 1/2 OUNCES PER SQ. FT. OF SURFACES COVERED AND SHALL CONFORM WITH ASTM A -93. DIVISION 8 - DOORS & WINDOWS 1. METAL DOORS AND FRAMES SECTION 08150 - STEEL DOORS AND FRAMES PART 1.00 -- GENERAL 1.01 WORK INCLUDED A. STEEL DOORS & FRAMES B. FINISH HARDWARE INSTALLATION. C. FURNISH AND INSTALL METAL DOORS AND DOOR FRAMES AS SHOWN ON THE DRAWINGS AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. WOOD DOORS: SECTION 08210. B. FURNISHING FINISH HARDWARE: SECTION 08710. C. GLAZING: SECTION 08800. D. FINISH PAINTING: SECTION 09900. 1.03 QUALITY ASSURANCE A. REQUIREMENTS OF REGULATORY AGENCIES: 1. IN ADDITION TO COMPLYING WITH OTHER LEGAL REQUIREMENTS, COMPLY WITH: a. UL; LABEL REQUIREMENTS IN ACCORD WITH REQUIRED CLASSIFICATION. b. PERMANENTLY ATTACH LABEL TO FRAME & DOOR IN ACCORD WITH UL PROCEDURES. B. REFERENCE SPECIFICATIONS AND STANDARDS: 1. AWS: D1.1 STRUCTURAL WELDING CODE - STEEL 2. ASTM: A505 STEEL SHEET & STRIP, ALLOY, HOT ROLLED & COLD ROLLED. 3. ASTM: A526 STEEL SHEET, ZINC - COATED (GALVANIZED) BY THE HOT - DIP PROCESS, COMMERCIAL QUALITY. 4. SINGLE SOURCE RESPONSIBILITY: PROVIDE ALL STEEL FRAMES BY SINGLE MANUFACTURER. 1.04 SUBMITTALS PROCEDURE: SUBMIT IN ACCORD WITH SECTION 01000, 01340. SHOP DRAWINGS: 1. PROVIDE FOR ALL DOORS, FRAMES & OTHER RELATED MATERIALS SPECIFIED IN THIS SECTION. 2. INCLUDE THE FOLLOWING IN SHOP DRAWINGS: a. ELEVATION OF ALL DOORS & FRAMES. b. JAMB & HEAD DETAILS. C. d. e. f_ g. h. 1.05 PRODUCT HANDLING HARDWARE REINFORCING DETAILS OF DOORS & FRAMES. DOOR & FRAME LOCATION SCHEDULE. COMPLETE DOOR & FRAME DESCRIPTIVE NOMENCLATURE. MATERIAL DESCRIPTION & GAUGES. MEETING STILE DETAILS. METHODS OF ANCHORAGE. HARDWARE PREPARATION DETAILS. A. PROCEDURES: IN ACCORD WITH SECTION 01000, 01640. B. PROVIDE PACKAGING SUCH AS CARDBOARD OR OTHER SUITABLE CONTAINERS, SEPARATORS, BANDING, SPREADERS & PAPER WRAPPINGS TO PROTECT HOLLOW METAL ITEMS. C. FOLLOW ANY SPECIAL STORAGE & HANDLING REQUIREMENTS OF THE MANUFACTURER. F: \Dwg\Panda Express \VIT702.020_South Center Square_ Tukwila'WA\s408d1677_SP- 3P.dwg, 8t29/20074:55:46 PM, Nfiirhrlleh, Michelleh PART 2.00 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. REPUBLIC BUILDERS PRODUCTS B. CECO DOOR DIIVISION, CECO CORPORATION C. OTHERS, AS MAY BE APPROVED BY OWNER. 2.02 MATERIALS A. B. C. PASS THROUGH WINDOW WITH LOCK, TO HAVE A 18 "x18" SERVICE OPENING, PRE - GLAZED W/ POWDER COATED FINISH FRAME, COLOR AS SELECTED, AS MANUFACTURED BY READY ACCESS, MODEL - FLUSH MOUNT III W/ PADDED PLUNGER, SEMI- AUTOMATIC OPENER. D. SHOP PRIME: CLEAN ALL METAL SURFACES & SPRAY APPLY RUST INHIBITING PRIMER TO NON- GALVANIZED METAL. GALVANIZED STEEL WILL BE FURNISHED AT THE JOB SITE BY THE PAINTING TRADE. E. GLAZING: REFER TO THE "GLAZING" SECTIONS OF THESE SPECIFICATIONS. 2.03 FABRICATION A. GENERAL DOORS AND FRAMES SHALL BE EQUIVALENT TO STEELCRAFT, LABELED OR NONLABLED AND SIZE AS INDICATED ON DRAWINGS. PRIME QUALITY COLD ROLLED, PICKLED, ANNEALED CARBON STEEL SHEET STEEL DOORS SHALL BE FULL -FLUSH DESIGN L -18 (18 GAUGE) REINFORCED FOR FINISH HARDWARE AND WITH BAKED ON PRIME PAINT STEEL FRAMES SHALL BE FURNISHED KNOCKED DOWN, TYPE F -16 (16 GAUGE). MITERED CORNERS SHALL HAVE HEAVY REINFORCEMENTS WITH FOUR TABS FOR SECURING AND INTERLOCKING JAMB TO HEAD. PROPER REINFORCEMENT AND CUT -OUT FOR FINISH HARDWARE. FRAMES SUPPLIED WITH SUITABLE JAMB AND BASE ANCHORS, RUBBER BUMPERS AND PRIME PAINTED. 1. FABRICATE HOLLOW METAL WORK TO REQUIRED PROFILES BY FORMING & WELDING TO PRODUCE SHARP & STRAIGHT EDGES. 2. FIT & FABRICATE ACCURATELY WITH CORNER HAIRLINE JOINTS & ALL SURFACES FREE FROM WARP, WAVE, BUCKLE & OTHER DEFECTS. 3. WELDING: IN ACCORD WITH AWS STANDARDS FOR HIGH GRADE HOLLOW METAL WORK. GRIND ALL EXPOSED BEADS SMOOTH. B. STEEL DOORS 1. GENERAL: EXCEPT TO THE EXTENT THAT MORE SPECIFIC OR MORE STRINGENT REQUIREMENTS ARE INDICATED, PROVIDE MANUFACTURER'S STANDARD FABRICATION THAT COMPLIES WITH INDICATED STANDARDS & PRODUCES DOOR UNITS THAT ARE REGLAZABLE WITHOUT DISMANTLING SASH FRAMING. 2. SIZES AND PROFILES: REQUIRED SIZES FOR DOOR UNITS & PROFILE REQUIREMENTS ARE INDICATED ON THE DRAWINGS. 3_ COLD- ROLLED DOORS: PROVIDE UNITS COMPLYING WITH THE MANUFACTURER'S PUBLISHED SPECIFICATION. 4. GLAZING STOPS: PROVIDE SCREW- APPLIED GLAZING STOPS (BEADS). COORDINATE WITH GLASS SELECTION & GLAZING SYSTEM AS INDICATED. C. HOLLOW METAL FRAMES: 1. MINIMUM STEEL GAUGES: a. INTERIOR FRAMES: 16 b. EXTERIOR FRAMES: 14 GAUGE GALVANIZED, G -60 COATING. c. LABEL FRAMES: 14 OR AS INDICATED IN UL TEST PROCEDURE. d. HARDWARE REINFORCING: (1) BUTTS & PIVOTS: 7 GAUGE (2) LOCKS: 12 GAUGE (3) SURFACE - APPLIED HARDWARE: 12 GAUGE (4) DUST COVERS: 20 GAUGE e. FRAME ANCHORS: SAME GAUGE AS FRAME MATERIAL. f. HARDENED CONCRETE ANCHORS: ATTATCH WITH COMBINATION BOLT & SPREADER ANCHORS, EACH CONSISTING OF A 16 GAUGE BY 2 IN. WIDE FLAT STEEL SPREADER PLATE WELDED TO A CHANNEL OR TUBE SPACER, WELDED AT THE CENTER OF THE DOOR STOP, THEN WELDED TO THE BACK -BEND FLANGES OF THE FRAME. DRILL THE PLATE, SPACER & STOP FOR A 3/8 IN. DIA. BOLT & DIMPLE THE STOP TO RECEIVE THE COUNTERSUNK HEAD OF THE 3/8 IN. DIA. BOLT. (1) WHEN THIS TYPE INSTALLATION IS MADE, INTERIOR SPACES OF JAMB MEMBERS SHALL BE FILLED SOLID WITH POURED GROUT AFTER FRAMES ARE SET & ANCHORED IN PLACE. 2. SHOP ASSEMBLE & WELD EACH FRAME INTO A SINGLE UNIT. .3. SAW MITER OR COPE & TAB ALL FRAME MITERS & CONTINUOUSLY WELD AT THE RETURN, FACE, RABBET & STOP. GRIND ALL EXPOSED WELD BEADS SMOOTH. 4. WHERE REQUIRED, PROVIDE GLAZING STOPS WITH COUNTERSUNK OVAL HEAD SELF- TAPPING SCREWS EQUALLY SPACED NOT MORE THAN 8 IN. 0.C, 5. PREPARE JAMB RABBET STOPS FOR RUBBER DOOR SILENCERS: LOCATE THREE FOR SINGLE DOORS & FOUR FOR PAIRS OF DOORS. 6. PROVIDE CONCEALED REINFORCEMENT TO RECEIVE MORTISE TYPE HARDWARE. MORTISE, DRILL & TAP TO TEMPLATE REQUIREMENTS. a. PROVIDE SPOT WELDS & AT LEAST THREE ARC WELDS ABOVE & BELOW CUTOUTS FOR ALL BUTT, PIVOT & FLOOR HINGES. b. MINIMUM REINFORCEMENT SIZE: (1) BUTTS & PIVOTS: FULL WIDTH OF FRAME RABBET BY 10 IN. (2) CLOSERS: CHANNEL TYPE, FULL WIDTH OF FRAME BY 18 IN. LONG. LOCKS: AS REQUIRED BY TEMPLATE. (3) (4) OTHER SURFACE- APPLIED HARDWARE: AS REQUIRED BY TEMPLATE. c. REINFORCE ALL FRAMES FOR CLOSERS. 7. APPLY ONE COAT OF PRIMER TO A MINIMUM DRY FILM THICKNESS OF ONE MIL. 8. HARDWARE PLACEMENT LOCATIONS: a. HINGES: 5 IN. FROM TOP OF DOOR TO TOP OF HINGE; 10 IN. FROM FLOOR TO BOTTOM OF HINGE. INTERMEDIATE HINGE OR HINGES SPACED EQUIDISTANT BETWEEN TOP & BOTTOM HINGES. b. LOCKS AND LATCHSETS: 38 IN. FROM FLOOR TO CENTERLINE OF KNOB. c. PANIC BOLT CROSSBAR: 36 IN, TO 38 IN. ABOVE FLOOR. VERIFY WITH MANUFACTURER'S TEMPLATE. d. CYLINDER DEAD LOCK: 60 IN. FROM FLOOR TO CENTERLINE OF CYLINDER. e. PUSH- PULLS: 44 IN. FROM FLOOR TO CENTERLINE. f. CLOSERS: IN ACCORD WITH MANUFACTURER'S TEMPLATES. PART 3.00 - EXECUTION 3.01 FRAME INSTALLATION A. SET HOLLOW METAL FRAMES ACCURATELY IN LOCATION, IN PERFECT ALIGNMENT, PLUMB, STRAIGHT & TRUE. BRACE FRAMES TO PREVENT DISPLACEMENT. COORDINATE THE INSTALLATION OF BUILT -IN ANCHORS FOR WALL & PARTITION CONSTRUCTION AS REQUIRED WITH OTHER WORK. B. ANCHOR FRAMES IN CONCRETE WITH GALVANIZED ANCHOR BOLTS: 3/8 IN. F.H. COUNTERSUNK - 3 PER JAMB & 2 PER HEAD. C. ANCHOR FRAMES IN STEEL STUD PARTITIONS WITH STEEL STUD ANCHORS. D. PROVIDE ADJUSTABLE DOOR CLIPS FOR ALL FRAMES IN METAL STUD WALLS. E. PROVIDE MORTAR GUARDS IN FRAMES FOR ALL HARDWARE REINFORCEMENT. F. WHEREVER POSSIBLE LEAVE FRAME SPREADER BARS INTACT UNTIL FRAMES ARE SET PERFECTLY SQUARE & PLUMB & ALL ANCHORS ARE SECURELY ATTATCH ED. 3.02 DOOR INSTALLATION A. INSTALL STEEL DOORS IN ACCORD WITH THE MANUFACTURER'S INSTRUCTIONS & PROJECT REQUIREMENTS. B. DO NOT ERECT MEMBERS WHICH ARE OBSERVED TO BE WARPED, BOWED, DEFORMED OR OTHERWISE DAMAGED OR DEFACED TO SUCH EXTENT AS TO IMPAIR STRENGTH OR APPERANCE. REMOVE & REPLACE MEMBERS WHICH HAVE BEEN DAMAGED IN THE PROCESS OF ERECTION. C. APPLY HARDWARE IN ACCORD WITH THE HARDWARE MANUFACTURER'S TEMPLATES & INSTRUCTIOINS. D. ADJUST OPERABLE PARTS FOR CORRECT FUNCTION. E. REMOVE HARDWARE, EXCEPT PRIME - COATED ITEMS, TAG, BOX & RE- INSTALL AFTER FINISH PAINTING HAS BEEN COMPLETED. 3.03 PRIME COAT TOUCH -UP A. IMMEDIATELY AFTER ERECTION, SAND SMOOTH & TOUCH -UP DAMAGED PRIME COAT WITH SAME PRIMER AS APPLIED AT SHOP. B. REMOVE ALL RUST BEFORE ABOVE SPECIFIED TOUCH -UP IS APPLIED. SECTION 08210 - WOOD DOORS PART 1.00 - GENERAL 1.01 WORK INCLUDED A. WOOD DOORS 1.02 RELATED WORK SPECIFIED ELSEWHWERE: A. STILE AND RAIL DOORS: SECTION 06200 B. DOOR AND FINISH HARDWARE INSTALLATION: SECTION 06200 C. STEEL DOOR FRAMES: SECTION 08105 D. FINISH HARDWARE: SECTION 08710 E. GLAZING: SECTION 08800 F. FIELD PAINTING: SECTION 09900 1.03 QUALITY ASSURANCE A. A. B. REQUIREMENTS OF REGULATORY AGENCIES: 1. IN ADDITION TO COMPLYING WITH OTHER LEGAL REQUIREMENTS, COMPLY WITH: a. UL FIRE DOOR LABELS FOR REQUIRED CLASSIFICATION. b. PERMANTLY ATTACH LABEL TO DOOR IN ACCORD WITH UL PROCEDURES. B. REFERENCE SPECIFICATIONS AND STANDARDS: 1. NWMA 1.5.1 INDUSTRY STANDARD FOR FACE VENEERS, ADHESIVE & BOND. 2. AWI: ARCHITECTURAL WOODWORK QUALITY STANDARDS. C. 1.04 SUBMITTALS ALLOWABLE TOLERANCES FOR FABRICATION OF DOORS: 1. SIZE: +1/32 IN. OVERALL DIMENSIONS. 2. MAXIMUM WARP: 1/4 IN. 3. SQUARENESS: LENGTH OF DIAGONAL MEASURED ON FACE OF DOOR FROM UPPER RIGHT CORNER TO LOWER LEFT CORNER BETWEEN LENGTH OF DIAGONAL MEASURED ON UPPER LEFT CORNER TO LOWER RIGHT CORNER: MAXIMUM DIFFERENCE OF 1/4 IN. 4. PREFITTING & PREMATCHINC FOR HARDWARE: NWMA STANDARD PROCEDURES & RECOMMENDATIONS FOR FACTORY MACHINING ARCITECTURAL WOOD & PLASTIC FACED FLUSH DOORS FOR HARDWARE. 5. SHOW - THROUGH (PHOTOGRAPHING): 1/100 IN. DEVIATION FROM TRUE PLANE IN ANY 3 IN. SPAN ON DOOR FACE. PROCEDURE: SUBMIT IN ACCORD WITH SECTION 01000. SHOP DRAWINGS: 1. SHOW DETAILS FOR DOOR CONSTRUCTION. a. FACE VENEER SPECIES. 2. DOOR SCHEDULE: INDICATE OPENING IDENTIFYING SYMBOL, SIZES, DOOR TYPE & GRADE & SHOW ELEVATION, FIRE CLASSIFICATION MARKING, SWING, LIGHT & LOUVER CUTOUT SIZES & LOCATIONS & UNDERCUTS. C. SAMPLES: 1. VENEER SAMPLES FOR TRANSPARENT FINISHED DOORS. D. CERTIFICATES: CERTIFICATES OF COMPLIANCE WITH FABRICATION & UL LABEL REQUIREMENTS, SIGNED BY AUTHORIZED REPRESENTATIVE OF DOOR MANUFACTURER. 1.05 PRODUCT HANDLING A. PROCEDURES: IN ACCORD WITH SECTION 01000. B. DELIVERY 1. DELIVER DOORS TO JOB SITE AFTER FINISHES ARE DRY & BUILDING HAS REACHED AVERAGE PREVAILING RELATIVE HUMIDITY OF LOCALITY. 2. DELIVER DOORS IN MANUFACTURER'S ORIGINAL UNOPENED PROTECTIVE MATERIALS OR CONTAINERS, CLEARLY MARKED WITH MANUFACTURER'S NAME, BRAND NAME, SIZE, THICKNESS & IDENTIFYING SYMBOL ON COVER. C. STORAGE: 3) 1. STACK FLAT ON 2 X 4 LUMBER, LAID 12 IN. FROM ENDS & ACROSS CENTER. 2. UNDER BOTTOM DOOR & OVER TOP OF STACK PROVIDE PLYWOOD OR CORRUGATED CARDBOARD TO PROTECT DOOR SURFACE. 3. STORE DOORS IN AREA WHERE THERE WILL BE NO GREAT VARIATIONS IN HEAT, DRYNESS & HUMIDITY. D. HANDLING: DO NOT DRAG DOORS ACROSS ONE ANOTHER. PART 2.00 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. ALGOMA HARDWOODS, INC. B. WEYERHAEUSER CO. C. EGGERS HARDWOOD PRODUCT CORP. D. CAL-WOOD DOOR CO_ 2.02 NON -RATED WOOD DOORS 1. 3 -PLY PARTICLE BOARD CORE: E. ADHESIVES: `i. , L \4 Y � 7 : i -- 'w 1 L r -, A. CORE CONSTRUCTION MAY BE ONE OF THE FOLLOWING AT DOOR MANUFACTURER'S OPTION: DOOR SHALL BE MANUFACTURED PER MILLWORK STD. OF THE ARCHITECTURAL WOODWORK INSTITUTE (AWI) FOR PREMIUM GRADE. a. CORE: SINGLE THICKNESS SLAB OF 3 -PLY PARTICLEBOARD CONFORMING TO TS 55948 TYPE 1, DENSITY C, CLASS 1, OF ANSI A208.1, HOT PRESSED, RESIN BONDED. LINEAR EXPANSION UNDER ASTM 01037, SECTIONS 76 -79, SHALL NOT EXCEED 0.20 PERCENT IN EITHER DIRECTION. b. FACES OF CORE SLAB: .010 THICK FLAKES, WITH RESIN CONTENT OF 14 % & MINIMUM DENSITY OF 47 LBS. /CU. FT.. INNER PARTICLE CORE SHALL HAVE MINIMUM DENSITY OF 25 LBS. /CU. FT.. (1) GLUE CORE & EDGE BANDS TOGETHER WITH TYPE II ADHESIVE, PRIOR TO LAMINATION OF CROSSBAND & FACE VENEERS. c. EDGE BANDS: DOUBLE STILE EDGE HARDWOOD BANDS, TWO STRIPS, KILN DRIED, TOTAL THICKNESS 1 -3/8 IN. MINIMUM. LAMINATED RAIL EDGE HARDWOOD BANDS, KILN DRIED, 4 IN. MINIMUM TOTAL TNICKNESS. 2. STAVED LUMBER CORE CONSTRUCTION: a. CORE: LOW DENSITY THROUGHLY KILN DRIED WOOD BLOCKS NOT MORE THAN 2 -1/2 IN. WIDE, JOINTS WELL STAGGERED, RANDOM LENGTHS. b. EDGE BANDS: STILE EDGE BANDS SHALL BE MINIMUM 5/8 IN. THICKNESS, RAILS SHALL BE DOUBLE THICKNESS LAMINATED, MINIMUM 1 -3/8 IN. THICKNESS, KILN DRIED, BIRCH OR MAPLE. PROVIDE SAME WOOD SPECIES THROUGHOUT PROJECT. B. SOLID CORE: MAT FORMED WOOD PARTICLE BOARD, TYPE I. DENSITY, CLASS 1, COMMERCIAL STANDARD CS236 -66, AS MANUF. BY U.S_ PLYWOOD, GENERAL VENEER, OR WEYERHAUSER. DOORS SHALL BE MANUFACTURED PER MILLWORK STANDARDS OF THE ARCHITECTURAL WOODWORK INSTITUTE (AWI) FOR PREMIUM GRADE. 1) FACE VENEER: REFER TO COLOR AND DOOR SCHEDULES FOR LIST OF DOORS TO RECEIVE THE FOLLOWING FINISHES: a_ PAINTED FINISH: SOUND GRADE BIRCH, MAPLE OR GUM. b. STAINED FINISH: PLAIN SLICED WHITE OAK VENEER. 2) EDGE BANDING: a. PAINTED FINISH: SPECIES MILL OPTION. b. STAINED FINISH: TO MATCH FACE VENEER. ALL CUTOUTS FOR GLAZING OR LOUVERS SHALL HAVE OAK FRAMES AND STOPS. 5) DOORS TO HAVE METAL LOUVERS AS INDICATED ON THE DRAWING SHALL BE 24 GAUGE WITH CHEVRON TYPE BLADES WITH FREE AIR 50% TOTAL AREA AND BE PRIME PAINTED. C. WOOD GLASS STOPS & CUTOUT FRAMES: BIRCH OR MAPLE (MATCH FACE VENEER). NAIL WOOD STOPS ON ONE SIDE WITH COPPER OR BRONZE BRADS. PREFIT & NAIL LOOSE WOOD GLASS STOPS ON OTHER SIDE. D. CROSSBANDS: 1/16" IN. MINIMUM PROPERLY DRIED HARDWOOD FULL WIDTH OF DOOR WITH GRAIN AT RIGHT ANGLES TO VERTICAL EDGES. 1. FOR FACE VENEERS, CROSSBANDS: TYPE I, LAMINATED BY HOT PLATE PROCESS. 2. FOR CORE ASSEMBLY AND INTERIOR DOOR: TYPE II F. FACE VENEERS: STANDARD COMMEERCIAL THICKNESS BIT NOT LESS THAN 1/36 IN. BEFORE SANDING, SEASONED & KILN DRIED, LAID & GLUED AT RIGHT ANGLES TO GRAIN OF CROSSBANDING WITH TYPE I ADHESIVE. PROVIDE GRAIN DIRECTION SAME AS DOOR LENGTH, OF THE FOLLOWING GRADES & SPECIES: 1. OPAQUE FINISH DOORS: NWMA 1.5.1 SOUND GRADE. HARDWOOD FACE VENEERS OPTIONAL WITH DOOR MANUFACTURER. PROVIDE SAME WOOD SPECIES THROUGHOUT PROJECT. PATCHES, SOUND KNOTS & SOUND BURLS ARE PERMITTED WHEN SANDED TO PROVIDE A SMOOTH SURFACE FOR PAINT FINISH. 2. TRANSPARENT FINISH DOORS: AWI CUSTOM GRADE. COLOR & VENEER AS SELECTD BY OWNER. 2.03 PREFITTING AND PREMACHINING DOORS A. PREPARE IN ACCORD WITH APPROVED STEEL DOOR FRAME SHOP DRAWINGS & SCHEDULE, HARDWARE SCHEDULE & TEMPLATES. B. PREFIT DOORS AT FACTORY WITH CLEARANCES OF 1/8" AT EACH VERTICAL EDGE AND AT TOP, 1/2" AT BOTTOM, AND 1/8" IN 2" BEVEL AT LOCK EDGE, 3/8" CLEARANCE ABOVE FLOOR WITHOUT THRESHOLD, 3/4" ABOVE FLOOR WITH THRESHOLD. D. INSTALL DOORS TO COMPLY WITH MANUFACTURER'S INSTRUCTIONS. FIT DOORS TO FRAMES WITH UNIFORM CLEARANCE AND BEVELS. MACHINE DOORS FOR HARDWARE, IF REQUIRED. REFINISH OR REPLACE DOORS DAMAGED DURING INSTALLATION. 2.04 EDGE SEALER A. SEAL ALL FOUR EDGES OF DOORS WITH MANUFACTURER'S STANDARD SEALER PRIOR TO SHIPMENT. SECTION 08400 - ENTRANCES AND STOREFRONTS PART 1.00 - GENERAL 1.01 WORK INCLUDED A. ENGINEER, FABRICATE, ASSEMBLE & INSTALL THE ALUMINUM ENTRANCES & STOREFRONT, CONSISTING OF WINDOWS, FLUSH PANELS, STOREFRONT & ENTRY DOORS. ALL GIVEN A FACTORY- APPLIED ANODIC COLOR COATING. B. STEEL REINFORCING & ATTACHING MEMBERS GIVEN A ZINC -RICH SHOP PRIMER. C. GLASS GLAZING FOR THIS WORK. D. SEALANTS FOR THIS WORK. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. ALL OTHER GLASS,GLAZING & SEALANTS. B. FURNISHING FINISH HARDWARE, INCLUDUNG PUSH PULLS, FOR ENTRY DOORS_ C. HOLLOW METAL DOORS & FRAMES. 1.03 QUALITY ASSURANCE A. REFERENCE STANDARDS APPLICABLE TO THIS WORK: 1. ASTM E203, "TEST OF AIR LEAKAGE THROUGH EXTERIOR WINDOWS, CURTAIN WALLS AND DOORS ". 2. ASTM E331, "TEST FOR WATER PENETRATION OF EXTERIOR WINDOWS, CURTAIN WALLS AND DOORS BY UNIFORM STATIC AIR PRESSURE DIFFERENTIAL ". 3. NAAMM FC-1-76, "SPECIFICATION FOR FIELD CHECK OF METAL CURTAIN WALLS FOR WATER LEAKAGE ". 1.04 SUBMITTALS A. PROCEDURE: SUBMIT IN ACCORD WITH SECTION 01000, 01340. B. SHOP DRAWINGS: 1. SUBMIT LARGE SCALE SHOP DRAWINGS CLEARLY SHOWING ALL DIMENSIONS, MATERIALS, JOINTS, PROVISIONS FOR EXPANSION & CONTRACTION, FINISHES & ALL OTHER PERTINENT DATA. 2. IDENTIFY ALL SHOP & FIELD SEALANTS BY PRODUCT NAME & LOCATE ON THE SHOP DRAWINGS. 3. SHOW RELATIVE LAYOUT OF ALL ADJACENT ELEMENTS, CONNECTIONS TO STRUCTURE & ADJACENT FINISH SURFACES. 4. REVISE SHOP DRAWINGS TO CORRESPOND WITH FIELD CHANGES. C. STRUCTURAL CALCULATIONS: SUBMIT STRUCTURAL CALCULATIONS FOR THIS WORK, PREPARED & STAMPED BY A CALIFORNIA - LICENSED STRUCTURAL ENGINEER, FOR THE OWNERS REVIEW & THE BUILDING DEPARTMENTS APPROVAL BEFORE PROCEEDING. SHOW CALCULATIONS FOR WIND LOADS & DEAD LOADS ON FRAMING MEMBERS & ANCHORS & SECTION PROPERTY COMPUTATIONS FOR ALL FRAMING MEMBERS. D. TEST RESULTS: CONDUCT TEST OR SUBMIT EVIDENCE THAT FRAMING SYSTEMS IDENTICAL TO THOSE PROPOSED FOR USE ON THIS PROJECT CONFORM TO THE REQUIREMENTS SPECIFIED HEREAFTER IN PARAGRAPH 1.04 - "DESIGN CRITERIA ". E. SAMPLES: SUBMIT 2 SETS OF METAL SAMPLES SHOWING TYPICAL CORNERS & INTERSECTIONS, WITH THE SPECIFIED SILICONE POLYESTER FINISH APPLIED TO THEM. 1.05 DESIGN CRITERIA A. GENERAL DESIGN CRITERIA: 1. ENTRANCES & STOREFRONT MEMBERS SHALL CONSIST OF RECTANGULAR ALUMINUM MEMBERS OF THE PROFILES SHOWN WITH SQUARE GLASS STOPS AT ALL LOCATIONS, DESIGNED TO RECEIVE GLASS OF THE THICKNESS & TYPES SPECIFIED IN SECTION 08800. GLAZED WITH "ROLL -IN" GLAZING RODS & GLAZING TAPE. PECErJ D C;T'6 OF T LW.V,/''_A NOV 0 % 1[.! F�Me'rly ! C�o\ i ER PANDA RESTAURANT GROUP, INC_ Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS. DESIGNS. SKETCHES. IDEAS. ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECT'S WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PAtIDA RESTAURANT GROUP. INC. de VIGFN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER. AND NOT FOR OTHER RELATED. IMPI IFD, OR FUTURE WORK(S) OR PROJFCT(S) • REVISIONS: ■ REV. A A A A A A A 1sT 2ND 3RD 4TH 5TH DATE • ISSUE DATE: • • ARCHITECT ■ • PROJECT: • PANDA PROJECT #: ARCH PROJECT #: DATE #: THESE DRAWINGS TO BE USED ONLY LOCATED ABOVE. IN SEAL: • 8692 DESCRIPTION BY VIGEN ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA S4 -08 -D 167 H702.020 8/25/07 FOR THE PROJECT s SHEET NO. SPECIFICATIONS R.EGIST RED ARC 11 ECT TIM VIGEN w • I- UNGTON PLAN CHECK RESUBMITTAL 11/05/07 HARDWARE SCHEDULE INSTALLED AND FURNISHED BY. G.C. �. ITEM MANUFACTURER HW -1 HW -2 HW -3 HINGES STANLEY RI61079hiU ,5IW 4 1/2c4 600 CLOSERS DI)RYA DOOR CONTROLS RI501/BFE 97 NO 626 R1501 /WE BU MO 626 M3 - 1 PA AL PANICS AIIEI CAN DEVICE 11FG 4102Dx OP02 630 4102Bx OP02 630 LOCKSETS MKS USA AS REQUIRED 626 5690FS 626 STOPS TRIMCO 1214x 1268 626 1214x 1268 626 W127CS 630 THRESHOLDS, B111S. PEMCO 345AV 628 345AV 628 2005AV 628 HANDICAP SIGNS SOH DOOR BELL TRINE VIEWER F4470 628 KICKPLATE TRIMCO KP0038 35'X10' LDW 630 SILENCERS 1229 GRAY 2. STRUCTURAL PERFORMANCE SHALL BE BASED ON: a. MAXIMUM DEFLECTION OF 1/175 OF THE SPAN b. ALLOWABLE STRESS WITH A SAFETY FACTOR OF L65 2.00 -- PRODUCTS 2.02 MATERIALS E. C. THE SYSTEMS SHALL PERFORM TO THESE CRITERIA UNDER A WINDLOAD OF 20 LBS. PER SQ. FT. d. AIR INFILTRATION SHALL NOT EXCEED .06 CFM PER SQ. FT. OF FIXED AREA, IN ACCORDANCE WITH ASTM E283. e. WATER INFILTRATION SHALL BE TESTED IN ACCORDANCE WITH ASTM E 331. NO WATER PENETRATION AT A TEST PRESSURE OF 6.24 LBS PER SQ, FT. 1.06 FIELD WATER TESTING A. THE OWNER RESERVES THE RIGHT TO HAVE FIELD WATER TESTING PERFORMED ON THE INSTALLED ENTRANCES & STOREFRONT, AT HIS EXPENSE IN ACCORDANCE WITH NAAMM FC -1 -69 TO DETERMINE THEIR COMPLIANCE WITH THESE SPECIFICATIONS. B. THE CONTRACTOR SHALL PAY FOR ALL CORRECTIVE WORK REQUIRED TO MAKE THE ENTRANCES & STOREFRONT CONFORM TO THESE SPECIFICATIONS. 2.01 MANUFACTURE: KAWNEER ARCHITECTURAL PRODUCTS. A. ALUMINUM EXTRUSIONS: 6063 -TS ALLOY & TEMPER (ASTM B221 ALLOY G.S. 10A -T5). 1) TYPE: STRUCTURALLY REINFORCED, EXTRUDED ALUMINUM FRAMING COMPLETE WITH GLASS, NON- STRETCH HIGH SHORE VINYL AND ANCHORAGE ATTACH- MENTS AND SHIMS REQUIRED TO SECURE WINDOW WALLS TO BUILDING STRUCT- URAL SYSTEM. 2) DOORS: SHALL BE NARROW STILE TYPE WITH 10" BOTTOM. PROVIDE REINFOR- CING FOR OVERHEAD CLOSERS. SEE SECTION ON ENERGY COMPLIANCE. 3) FINISH: EXPOSED ALUMINUM SURFACES: FACTORY APPLIED, POWDER COAT FINISH. COLORS AS SELECTED. B. COMPONENTS AND MATERIALS FRAMES: SIZES AS SHOWN ON THE DRAWINGS, COMMERCIAL QUALITY EXTRUDED ALUMINUM (ASTM 6221), COMPLETE WITH MATCHING PROFILE STOPS TO SUIT FRAMES AND OF ADEQUATE SIZE TO PROVIDE SUFFICIENT BITE ON GLASS, AND DRILLED HOLES, DEFLECTOR PLATES AND INTERNAL FLASHINGS TO ACCOMODATE INTERNAL WEEP AND DRAINAGE SYSTEM. C. FASTENERS: FASTENERS WHERE EXPOSED SHALL BE ALIMINUM, STAINLESS STEEL OR ZINC PLATED STEEL IN ACCORDANCE WITH ASTM A 164. PERIMETER ANCHORS SHALL BE ALUMINUM OR STEEL, PROVIDING THE STEEL IS PROPERLY ISOLATED FROM THE ALUMINUM. D. GLAZING GASKETS SHALL BE EP DM & TPE ELASTOMERIC EXTRUSIONS. SINGLE ACTING ENTRANCE FRAME WEATHERING SHALL BE A TPE (THERMOPLASTIC ELASTOMER) WEATHERING IN A TUBULAR SHAPE WITH A SEMIRIGID POLYMERIC BACKING. E. WELDING ELECTRODES: AS RECOMMENDED BY AWS FOR THE TYPE OF METAL TO BE WELDED & THE CONDITIONS OF THE USE. F. GLASS: AS SPECIFIED IN SECTION 08800. G. GLAZING MATERIALS: 1. SETTING BLOCKS & END BLOCKS: SOLID NEOPRENE AS SPECIFIED IN SECTION 0880. 2. ROLL -IN GLAZING RODS: FORMED OF EXTRUDED NEOPRENE. 3. GLAZING TAPE: AS SPECIFIED IN SECTION 08800. H. FINISH: 2.03 FABRICATION 1. ALL EXPOSED FRAMING SURFACES SHALL BE FREE OF SCRATCHES & OTHER SERIOUS BLEMISHES. 2. ALUMINUM MOLDINGS SHALL BE GIVEN A CAUSTIC ETCH FOLLOWED BY AN ANODIC OXIDE TREATMENT TO OBTAIN AN ARCHITECTURAL CLASS 1 ANODIC COATING WITH COLOR CONFORMING TO ALIMINUM ASSOCIATION STANDARD AAOM12 C22 A42/44. COLOR SHALL BE PERMANODIC #29 BLACK. A. TAKE FIELD DIMENSIONS OF THE SUPPORTING STRUCTURE & OTHER ELEMENTS WHICH PRECEDE THIS WORK BEFORE BEGINNING FABRICATION. B. COMPLETE THE SHOP FABRICATION & ASSEMBLY OF THIS WORK TO THE GREATEST POSSIBLE EXTENT TO MINIMIZE FIELD JOINTING & SEALING. DISASSEMBLE THE WORK ONLY AS REQUIRED FOR ITS SHIPMENT & INSTALLATION. C. THE FRAMING SYSTEM SHALL BE KAWNEER TRIFAB 400 SERIES WITH SCREW- SPLINE SYSTEM. THE FRAMING SYSTEM SHALL PROVIDE FOR FLUSH GLAZING ON ALL SIDES WITH NO PROJECTING STOPS. VERTICAL & HORIZONTAL FRAMING MEMBERS SHALL HAVE A NOMINAL FACE DIMENSION OF 1 -3/4 IN. OVERALL DEPTH SHALL BE 45 IN. WITH A 5/8 IN. GLASS POCKET WIDTH. ENTRANCE FRAMING MEMBERS SHALL BE COMPATIBLE WITH GLASS FRAMING IN APPEARANCE. ALL SINGLE ACTING ENTRANCE FRAMES SHALL INCLUDE THE SEALAIR POSITIVE BARRIER WEATHERING. D. ENTRY DOORS: KAWNEER 190 SERIES, STANDARD ALUMINUM DOOR. SIZES: a. HEIGHT & WIDTH: AS SHOWN ON ON THE DRAWINGS. b. STILES: 1 -3/4 IN. THICK X 1 -29/32 IN. WIDE. C. TOP RAILS: 1 -3/4 IN. THICK X 2 -9/32 IN. WIDE. D. BOTTOM RAILS: 1 -3/4 IN. THICK X 18 IN. WIDE. FINISH HARDWARE REINFORCEMENT AND LOCATIONS: 1. REINFORCE DOOR & FRAMES FOR FINISH HARDWARE. F:\Dwg\Panda Express \VH702.020 South Center Squarc_TukwiJa WA\s408d1677_SP -4P.dwg, 8/29/2007 5:02:16 PM, Mirhelleh, Michelleh 3.00 - EXECUTION 3.01 INSPECTION A. INSPECT ADJACENT CONSTRUCTION & MAKE SURE THAT ALL CONDITIONS DETRIMENTAL TO THE PROPER & TIMELY EXECUTION OF THIS WORK HAVE BEEN CORRECTED BEFORE PROCEDING. 3.02 INSTALLATION A. GENERAL 3.03 GLASS B. 1. DO INSTALL COMPONENTS THAT ARE BOWED, DENTED, SCRATCHED OR OTHERWISE DEFECTIVE, AS DETERMINED BY THE OWNER. REMOVE & REPLACE MEMBERS WHICH HAVE BEEN DAMAGED DURING INSTALLATION OR THERE- AFTER BEFORE THEIR FINAL ACCEPTANCE. 2. DO NOT CUT, TRIM OR WELD COMPONENTS DURING ERECTION IN ANY WAY THAT WOULD DAMAGE THEIR FINISH, DECREASE THEIR STRENGTH, RESULT IN A VISUAL IMPERFECTION OR A PERFORMANCE FAILURE. RETURN COMPONENTS WHICH REQUIRE ALTERATION TO THE SHOP FOR REFABRICATION OR REPLACEMENT. 3. INSTALL COMPONENTS LEVEL, PLUMB, TRUE TO LINE & WITH UNIFORM JOINTS & REVEALS. ATTACH COMPONENTS TO THE STRUCTURE NON- STAINING & NON - CORROSIVE SHIMS, ANCHORS, FASTENERS & SPACERS. 4. PROVIDE ALL ACCESSORIES SUCH AS FASTENINGS, SEALANTS & CONCEALED ANCHORAGE NEEDED FOR A COMPLETE & WEATHERTIGHT INSTALLATION. B. ERECTION TOLERANCES: C. ANCHORAGE: 3.05 ENTRY DOORS: 3.07 CLEANING: 1.03 SUBMITTALS 1. PROVIDE ADJUSTMENT WITHIN THE WORK TO ACCOMODATE JOB VARIATIONS, 2. ALL INSTALLED ENTRANCE & STOREFRONT COMPONENTS SHALL CONFORM TO THE FOLLOWING TOLERANCES: a. DEVIATION FROM ESTABLISHED VERTICAL, HORIZONTAL OR DESIGNATED POSITION SHALL NOT EXCEED 1/8 IN. PER 12 FT. LENGTH OF ANY MEMBER, OR 1/4 IN. IN ANY TOTAL RUN IN ANY LINE. b. MAXIMUM OFFSET FROM TRUE ALIGNMENT BETWEEN TWO CONSECUTIVE MEMBERS PLACED END -TO -END SHALL NOT EXCEED 1/16 IN. c. MAXIMUM OFFSET BETWEEN GLASS FRAMING MEMBERS AT CORNERS OF GLAZING POCKETS SHALL NOT EXCEED 1/23 IN. 1. ANCHOR COMPONENTS SECURELY BY BOLTING, WELDING OR OTHER PERMANENT MECHANICAL ATTACHMENT SYSTEMS THAT COMPLY WITH SPECIFIED REQUIREMENTS & PERMIT MOVEMENTS WHICH ARE INTENDED OR NECESSARY. INSTALL SLIP -JOINT LINING WHERE REQUIRED TO PERMIT MOVEMENT FOR THERMAL EXPANSION & CONTRACTION. 2. PROVIDE TAPE SEPARATORS BETWEEN CONTACT SURFACES OF DIS- SIMILAR MATERIALS WHERE THERE IS A POSSIBILITY OF CORROSIVE OR ELECTROLYTIC ACTION. A. THE REQUIREMENTS OF SECTION 08800 APPLY TO THIS WORK AS THOUGH REPEATED VERBATIM HEREIN. 3.04 SEALANTS: A. THE REQUIREMENTS OF SECTION 07920 APPLY TO THIS WORK AS THOUGH REPEATED VERBATIM HEREIN. A. INSTALL THE ENTRY DOORS AT INDICATED LOCATIONS & ADJUST SO THEY COMPLY WITH THE CLEARANCES SPECIFIED IN STEEL DOOR INSTITUTE PUBLICATION 100- 76, PARAGRAPH 2.2.1 INSTALL FINISH HARDWARE FOR THESE DOORS IN ACCORDANCE WITH THE HARDWARE MANUFACTURER'S TEMPLATES & PRINTED INSTRUCTIONS. ADJUST OPERABLE HARDWARE FOR ITS CORRECT FUNCTION SO THE DOORS OPERATE FREELY WITHOUT STICKING OR BINDING. ADJUST DOOR CLOSURES TO THE OPERATING PRESSURE REQUIRED BY THE BUOLDING CODE. 3.06 PROTECTION AND REPLACEMENT A. PROTECT THE FINISHED COMPONENTS FROM DAMAGE SUCH AS SCRATCHED SURFACES, DENTS, NICKED EDGES, ETC. DURING THEIR HANDLING & INSTALLATION. REPLACE COMPONENTS DAMAGED BEYOND SATIFACTORY FIELD REPAIR, AS DETERMINED BY THE OWNER., WITH SATISFACTORY COMPONENTS AT NO ADDITIONAL COST TO THE OWNER. A. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL CLEANING. SECTION 08710 - FINISH HARDWARE PART 1.00 - GENERAL 1.01 WORK INCLUDED A. FURNISH ALL DOOR WEATHERSTRIPPING SEALS & FINISH HARDWARE FOR THE PROJECT. 1. FINISH HARDWARE ITEMS WHICH ARE NOT INCLUDED IN THE SCHEDULE BUT WHICH ARE REQUIRED TO COMPLETE THE WORK SHALL BE OF A TYPE & QUALITY SUITABLE TO THE SERVICE REQUIRED & COMPARABLE TO THE SPECIFIED HARDWARE. B. SPECIFICATION HARDWARE SCHEDULE: THE TECHNICAL DESCRIPTIONS LISTED IN THE SCHEDULE ARE NOT NECESSARILY COMPLETE IN ALL RESPECTS, BUT ARE SPECIFIED INSOFAR AS INTENT. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. INSTALLATION OF FINISH HARDWARE: SECTION 06200 & 08105. A. HARDWARE LIST: SUBMIT A COMPLETE LIST OF ALL FINISH HARDWARE INCLUDED IN CONTRACT. 1. INCLUDE QUANTITIES, TYPES, MANUFACTURERS, CATALOG NUMBERS, SIZE & FINISH & ALL OTHER PERTINENT INFORMATION. 2. INCLUDE COMPLETE LOCATION DESCRIPTION. 3. CROSS- REFERENCE LIST TO SPECIFICATION HARDWARE SCHEDULE. PHYSICAL SAMPLES: 1. WHEN REQUIRED BY OWNER, PROVIDE ACTUAL PHYSICAL SAMPLES OF HARDWARE FOR APPROVAL. 2. APPROVED PHYSICAL SAMPLES WILL BE RETURNED, & MAY BE USED IN THE PROJECT WORK. C. TEMPLATES: 1. PREPARE DOORS & FRAMES FOR HARDWARE INSTALLATION. 2. PROVIDE ACTUAL PHYSICAL HARDWARE WHEN TEMPLATES ARE NOT AVAILABLE 1.04 PRODUCT HANDLING A. PACKAGING AND MARKING: 1. PACKAGE EACH ITEM OF HARDWARE SEPARATELY IN INDIVIDUAL CONTAINERS, COMPLETE WITH FASTENERS, KEYS, SPECIAL WRENCHES, INSTRUCTIONS & INSTALLATION TEMPLATES NECESSARY FOR ACCURATELY LOCATING, SETTING, ADJUSTING & ATTACHING HARDWARE. 2. MARK EACH CONTAINER WITH NUMBER OF DOOR TO WHICH HARDWARE ITEM IS TO BE APPLIED & WITH ITEM NUMBER CORRESPONDING TO HARDWARE LISTED IN APPROVED HARDWARE LIST. 3. AT COMPLETION OF PROJECT, TURN OVER TO OWNER INSTALLATION INSTRUCTIONS, TEMPLATES & ADJUSTING TOOLS. B. DELIVERY: DELIVER APPROVED HARDWARE OF PROPER DESIGN & FINISH IN AMPLE TIME TO MEET THE CONSTRUCTION SCHEDULE. C. STORAGE: 1. STORE HARDWARE IN A SECURE ROOM WITH A LOCKED DOOR UNTIL IT IS REMOVED FOR INSTALLATION. 2. MAINTAIN STRICT INVENTORY OF STORAGE TO ASSURE THAT ITEMS ARE NOT LOST OR STOLEN. PART 2.00 - PRODUCTS 2.01 MANUFACTURERS A. OBTAIN EACH TYPE OF HARDWARE (LATCH & LOCKSETS, HINGES, CLOSER, ETC.) FROM ONE MANUFACTURER, ALTHOUGH SEVERAL MAY BE INDICATED AS OFFERING PRODUCTS COMPLYING WITH REQUIREMENTS. 2.02 FINISH A. AS INDICATED ON DRAWING OR APPROVED BY OWNER. 2.03 FASTENERS A. SCREWS FOR STRIKES, LOCK FRONTS & SIMILAR ITEMS: FLAT HEAD COUNTERSUNK TYPE - MACHINE SCREWS FOR METAL & FULL THREAD SCREWS FOR WOOD. USE COUNTERSUNK HEAD SCREWS FOR KICK PLATES & OTHER FLAT PLATE HARDWARE. 1. DO NOT USE SHEET METAL SCREWS FOR FASTENING SURFACE APPLIED ITEMS SUCH AS DOOR PULLS, DOOR CLOSERS OR EXIT DEVICES TO HOLLOW METAL DOORS. 2. DOOR CLOSERS MAY BE FASTENED TO HOLLOW METAL DOORS WITH MACHINE SCREWS WHEN THE DOORS ARE PROPERLY REINFORCED, OTHERWISE THEY SHALL BE FASTENED WITH THRU- -BOLTS & GROMMETS. B. SCREWS FOR BUTT HINGES: FLAT -HEAD, COUNTERSUNK TYPE - MACHINE SCREWS FOR METAL & FULL THREAD SCREWS FOR WOOD. C. FASTENERS FOR CLOSER BASES OR CLOSER SHOES TO DOORS: THRU -BOLTS & GROMMETS SPRAY PAINTED TO MATCH CLOSER FINISH. D. PROVIDE LEAD SHIELDS OR SIMILAR TYPE ANCHORS FOR ATTACHING HARDWARE ITEMS TO CONCRETE OR MASONARY. E. FASTENINGS TO HOLLOW STUD WALLS SHALL BE INTO SUITABLE REINFORCING ATTACHED TO WALL FRAMING. 2.04 BUTT HINGES A. PROVIDE 1 -1/2 PAIRS OF BUTT HINGES FOR DOORS BETWEEN 5 FT. -0 IN. & 7 FT. -0 IN. IN HEIGHT & 3 FT-4 IN. IN WIDTH. 1. PROVIDE ONE ADDITIONAL HINGE FOR EACH ADDITIONAL 2 FT. -6 IN. HEIGHT. 2. FOR DOORS WIDER THAN 3 FT. -4 IN. INCREASE HINGE SIZE TO 5 IN. 3. ADJUST HINGE SIZES TO SUIT TRIM CONDITIONS. 4. USE 4 -1/2 IN. X 4 IN. SIZE FOR STANDARD WEIGHT HINGES WHERE TRIM WILL PERMIT FULL SWING AT 90 OR 180 DEGREES. USE 4 -1/2 X 4 -1/2 MINIMUM FOR HEAVY DUTY HINGES WITH 1 -3/4 IN. DOORS & NORMAL TRIM CONDITIONS. 5. MANUFACTURER: STANLEY 2.05 LOCKS A. BEST UNIVERSIAL LOCK CO., HEAVY DUTY, 8K SERIES. 1. PROVIDE STRIKE PLATE LIP LENGTH TO CLEAR TRIM. B. PROVIDE A PADLOCK & CHAIN FOR EACH HASP TYPE LOCKING CONDITION INDICATED ON DRAWINGS OR SPECIFIED. VERIFY SHACKLE LENGTH. 2.06 LOCK CYLINDERS AND KEYING A. PROVIDE LOCKS & KEY CYLINDERS WITH 6 PIN SERIES, SURETY KEYWAYS "0" BITTED ALL ALIKE. 1. SUPPLY TWO (2) KEYS "0" CUT WITH EACH LOCK. STAMP ALL KEYS "DO NOT DUPLICATE." 2. DELIVER ALL LOCK CYLINDERS /CORES & ALL KEYS DIRECTLY TO OWNER. 3.. WITH THE DELIVERY OF PERMANENT KEYS, DELIVER TO THE OWNER ONE COMPLETE SET OF ADJUSTMENT TOOLS AND ONE SET OF MAINTENANCE MANUALS FOR LOCKSETS, LATCHSETS, CLOSERS, AND PANIC DEVICES. 2.07 CLOSERS A. PROVIDE LCN OR EQUAL. PROVIDE MULTI -SIZE SPRING ADJUSTMENT TO PROVIDE ACCEPTABLE DOOR CONTROL, YET MEET BARRIER FREE REQUIREMENTS. 2.08 EXIT DEVICES A. PROVIDE EXIT DEVICES WHICH CONFORM TO ALL CODES FOR SERVICE INTENDED. WHERE REQUIRED FOR FIRE RATING, PROVIDE WITH UL IDENTIFICATION. 1. USE CONCEALED VERTICAL ROD DEVICES FOR HOLLOW METAL DOORS. 2. PROVIDE EXIT DEVICE LOCKS WITH INTERCHANGABLE BEST LOCK CORE CYLINDERS. 3. PROVIDE BATTERY OPERATED PANIC CONTROL DEVICES AS MANUFACTURED BY DETEX CORP. OR ALARM LOCK CORP. 2.09 DOOR STOPS A. WHERE CONDITIONS PERMIT, PROVIDE WALL STOPS. 1. IVES 2.10 KICK PLATES A. EXCEPT AS OTHERWISE INDICATED OR SPECIFIED, PROVIDE 0.050 GAUGE X 10 IN. HIGH X 2 IN. LESS THAN DOOR WIDTH. BEVEL ALL FOUR EDGES (84E). 2. MANUFACTURER: BALDWIN 2.11 DOOR MUTES A. GJ 64/65 EXCEPT WHERE SEALS OCCUR; 3 EACH FOR SINGLE DOORS & FOUR EACH FOR PAIRS. 2.12 SEALS A. PROVIDE WEATHER, SOUND OR SMOKE SEALS WHERE DETAILED, SPECIFIED OR REQUIRED BY CODE. 2.13 THRESHOLDS A. PROVIDE WHERE DETAILED ON DRAWINGS OR SPECIFIED. 2.14 EXIT DOOR HARDWARE - GENERAL A. EXIT DOOR LOCKS & PANIC EXIT DEVICES SHALL BE OF SUCH CONSTRUCTION THAT WHEN LOCKED, THE DOOR MAY BE OPENED FROM THE INSIDE BY TURNING THE KNOB OR BY DEPRESSING THE CROSS -BAR, WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 8. SWINGING DOORS 3) C. NOTES - HARDWARE 1) ALL LOCKSETS SHALL BE EQUIPPED WITH SIX (6) PIN INTERCHANGEABLE CORES. 2) KEYING: ALL CYLINDERS SHALL BE REMOVABLE CORE, MASTER KEYED TO EXISTING SYSTEMS. PART 3.00 - EXECUTION 3.01 INSTALLATION 1. COUNTERSINK ALL HOLES FOR SCREW HEADS. PUNCHED HOLES WITHOUT COUNTERSINK FOR SCREW HEADS ARE NOT ACCEPTABLE. 1) ALL PIN - TYPE HINGES WHICH ARE ACCESSIBLE FROM OUTSIDE THE SECURED AREA WHEN THE DOOR IS CLOSED SHALL HAVE NON- REMOVABLE HINGE PINS. IN ADDITION, THEY SHALL HAVE 1/4" MINIMUM DIAMETER STEEL JAMB STUDS WITH 1/4" MINIMUM PROJECTION, UNLESS THE HINGES ARE SHAPED TO PREVENT DOOR REMOVAL IF HINGE PINS ARE REMOVED. 2) STRIKE PLATES FOR LATCHES AND HOLDING DEVICES FOR PROJECTING DEAD - BOLTS IN WOOD CONSTRUCTION SHALL BE SECURED TO THE JAMB AND WALL FRAMING WITH SCREWS NOT LESS THAN 2 1/2" IN LENGTH. DEAD BOLTS SHALL CONTAIN HARDENED INSERTS. 4) STRAIGHT DEAD BOLTS SHALL HAVE A MINIMUM THROW OF 1" AND AN EMBED- MENT OF NOT LESS THAN 5/8 ". 5) HOOK SHAPED OR EXPANDING LAG DEAD BOLTS SHALL HAVE A MINIMUM THROW OF 3/4 ". CYLINDER GUARDS SHALL BE INSTALLED ON ALL CYLINDER LOCKS WHENEVER THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR 15 OTHERWISE ACCESS- IBLE TO GRIPPING TOOLS. 3) PROVIDE AT METALLIC SIGN OVER EACH STOREFRONT DOOR STATING: "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS ". LETTERS SHALL NOT BE LESS THAN 1" HIGH ON A CONTRASTING BACKGROUND. THE SIGN SHALL BE INSTALLED BY THE GENERAL CONTRACTOR ON THE STOREFRONT ALUMINUM HEADER FRAME. 4) THE ALUMINUM STOREFRONT DOOR FABRICATOR SHALL INSTALL THE DEADBOLT CYLINDER AND LOCK HARDWARE PRIOR TO DOOR DELIVERY TO THE SITE. A. INSTALLATION OF HARDWARE IS SPECIFIED IN THE RESPECTIVE DOOR SECTIONS. 3.02 SCHEDULE OF FINISH HARDWARE SECTION 08800 - GLAZING PART 1.00 - GENERAL 1.01 WORK INCLUDED A. GLASS & GLAZING (INTERIOR). B. MIRRORS (UNFRAMED) 1.02 RELATED WORK SPECIFIED ELSEWHERE A. SEALANTS & CAULKING: SECTION 07920. 1.03 QUALITY ASSURANCE A. REQUIREMENTS OF REGULATORY AGENCIES. 1.04 SUBMITTALS A. PROCEDURE: SUBMIT IN ACCORD WITH SECTION 01000, 01340. B. PRODUCT DATA: C. SAMPLES: N}, 1. IN ADDITION TO COMPLYING WITH OTHER LEGAL REQUIREMENTS, COMPLY WITH: a. FEDERAL STANDARD 16 CFR 1201: FEDERAL SAFETY STANDARD FOR ARCHITECTURAL GLAZING MATERIALS. B. REFERENCE SPECIFICATIONS & STANDARDS: 1. FGMA: GLAZING MANUAL 2. SIGMA: 70 -70 -1 GLAZING RECOMMENDATIONS FOR INSULATING GLASS. 3. ANSI: Z97.1 PERFORMANCE SPECIFICATIONS & METHODS OF TEST FOR SAFETY GLAZING MATERIAL USED IN BUILDINGS. 1. MANUFACTURER'S DESCRIPTIVE LITERATURE FOR GLASS GLAZING MATERIALS. 2. MANUFACTURER'S INSTALLATION RECOMMENDATIONS. 1. GLASS: TWO 6 IN. SQUARE UNITS OF EACH TYPE REQUIRED IN THE PROJECT. IDENTIFY EACH UNIT WITH INDELIBLY MARKED LABEL. 2. SEALANTS: TWO 4 IN. LONG BEADS, 1/4 IN. TO 3/8 IN. DIAMETER. PROVIDE EACH TYPE & COLOR REQUIRED IN THE PROJECT. IDENTIFY AREAS OF USE. ti 1.05 PRODUCT HANDLING A. B. C. D. E. 1.06 ENVIRONMENTAL REQUIREMENTS A. PERFORM GLAZING WHEN AMBIENT TEMPERATURE IS ABOVE 40 DEGREES F. B. PERFORM GLAZING ON CLEAN, DRY SURFACES ONLY. PART 2.00 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. EXCEPT AS OTHERWISE SPECIFIED, PROVIDE GLASS FROM ONE OF THE FOLLOWING: 1. LIBBY OWENS FORD CO. 2.02 GLAZING MATERIALS A. FLOAT GLASS: GLAZING QUALITY, CLEAR FLOAT GLASS. THICKNESS AS INDICATED ON DRAWINGS. B. FLOAT GLASS (TINTED): 1. GLAZING QUALITY, PER BUILDING ELEVATION SHEETS. THICKNESS AS INDICATED ON DRAWINGS. 2. DAYLIGHT TRANSMITTANCE: 52% (1/4 IN. THICKNESS). C. TEMPERED GLASS: AS SPECIFIED FOR FLOAT GLASS, FULLY TEMPERED IN ACCORD WITH WITH THE FOLLOWING: 2.03 ACCESSORIES 3.D3 GLAZING PROCEDURES: IN ACCORD WITH SECTION 01000, 01640. DELIVER GLASS WITH MANUFACTURER'S LABELS INTACT. DO NOT REMOVE LABELS UNTIL GLASS HAS BEEN INSTALLED. PROTECT GLASS FROM STAINING, MARKINGS OR DAMAGE. DELIVER GLAZING SEALANTS IN MANUFACTURER'S UNOPENED, LABELED CONTAINERS. 2. PPG INDUSTRIES. 3. ASG INDUSTRIES INC. 1. MANUFACTURE IN ACCORD WITH ANSI Z97.1 & STANDARD 16 CFR 1201. 2. PERMANENTLY LABEL EACH LIGHT BY ETCHING, SANDBLASTING OR FIRED -ON CERAMIC. IDENTIFY LABELERS, THICKNESS & MATERIAL TYPE. COMPLY WITH Z97.1 & 16 CFR 1201. 3. LOCATE LABEL IN LOWER CORNER, POSITIONED TO BE LEGIBLE & VISIBLE AFTER INSTALLATION. 4. VISIBLE TONG MARKS WILL NOT BE ACCEPTABLE IN INSTALLED GLASS. 5. PROVIDE TINTED & TEMPERED GLASS AT LOCATIONS INDICATED ON THE DRAWINGS. D. MIRRORS: 1/4 IN. THICK, MIRROR QUALITY FLOAT GLASS, SILVERED, COPPER SPRAYED & PROTECTED WITH BLACK MIRROR BACKING. GRIND EXPOSED EDGES SMOOTH. E. GLAZING GASKETS (ZIPPER TYPE): EXTRUDED NEOPRENE AS MANUFACTURED BY F.H. MALONEY CO., OR THE STANDARD PRODUCTS CO.. PROVIDE PROFILES INDICATED ON THE DRAWINGS. SIZE GASKETS TO VERIFIED FIELD DIMENSIONS & FACTORY WELD EACH SECTION AS AN INTEGRAL UNIT. 1. NEOPRENE DUROMETER SHORE A50 PLUS /MINUS 5 IN. IN ACCORD WITH ASTM C542. A. SETTING BLOCKS: NEOPRENE, SHORE A DUROMETER HARDNESS 80 -90 EACH BLOCK NOT LESS THAN 4 IN. LONG THICKNESS AS REQUIRED. B. SPACERS: NEOPRENE, SHORE A DUROMETER HARDNESS 40 -50. EACH SPACER NOT LESS THAN 3 IN. LONG. THICKNESS AS REQUIRED. C. GLAZING TAPE: "POLYSHIM" BY TREMCO. USE BETWEEN METAL FRAMES & FACE OF GLASS (INSIDE GLAZING). COLOR MATCH FRAME. D. MISCELLANEOUS ACCESSORIES: AS SPECIFIED IN THE INDIVIDUAL ARTICLES. 2.04 SEALANTS AND COMPOUNDS PRIMERS: AS RECOMMENDED BY SEALANT MANUFACTURER. B. SEALANTS: 1. BUTT GLAZING: CLEAR SILICONE RUBBER (AS REQUIRED) BY: a. DOW CORNING - NO. 732. b. GENERAL ELECTRIC - SCS 1200 c. TREMCO - PROGLAZE 2. GLAZING SEALANT: "MONO" BT TREMCO. 3.01 INSPECTION 3. GLAZING COMPOUND: DAP 33 OR ACRYLIC LATEX CAULK BY TREMCO. EXCEPT AS INDICATED OTHERWISE, USE FOR BEDDING & CAULKING GLASS IN EXTERIOR WOOD FRAMES. PART 3.00 - EXECUTION A. VERIFY THAT GLAZING CHANNELS ARE FREE OF BURRS, IRREGULARITIES, DEBRIS & ARE COMPLETELY DRY. B. DO NOT PROCEED WITH INSTALLATION UNTIL CONDITIONS ARE SATISFACTORY. 3.02 PREPARATION A. FIELD MEASUREMENT: COMPUTE ACTUAL GLASS REQUIRED FOR EACH OPENING, ALLOWING FOR EDGE CI EARANCES & REQUIRED GRIP. B. SURFACE PREPARATION: 1. REMOVE PROTECTIVE COATINGS FROM SURFACES TO BE GLAZED` OF 2. CLEAN GLASS & GLAZING SURFACES, REMOVE DUST, OIL & NOV 0 7 2007 CONTAMINANTS & WIPE DRY. GAY 1 ER A. INSTALL ALL GLASS BY SKILLED GLAZIERS, UNDER SUPERVISION OF A QUALIFIED FOREMAN. B. INSTALL SPECIFIED GLASS TYPE AS INDICATED ON THE DRAWINGS FOR THE VARIOUS LOCATIONS. C. FOLLOW RECOMMENDATIONS CONTAINED IN FGMA GLAZING MANUAL & GLASS MANUFACTURER'S RECOMMENDATIONS. D. BE ESPECIALLY CAREFUL HANDLING & CUTTING GLASS. E. INSPECT GLASS EDGES CAREFULLY. PUT ASIDE LITES WITH QUESTIONABLE EDGES FOR USE IN LESS CRITICAL AREAS SUCH AS NORTH ELEVATIONS & LOCATIONS NOT SUBJECT TO THERMAL BUILD-UP. PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS. DESIGNS. SKETCHES. IDEAS. ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECT'S WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON. FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP INC & VIGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER. AND NOT FOR OTHER RELATED. IMPUED. OR FUTURE WORK(5) OR PROJFCT(S), • REVISIONS: • • ISSUE DATE: • DATE • ARCHITECT • • PROJECT: 0 PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4-08-D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT • SEAL: • LOCATED ABOVE. ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com VIGEN DESCRIPTION BY PLAN CHECK RESUBMITTAL 11/05/07 3.04 CLEANING A. B. C. D. 3.05 PROTECTION OF COMPLETED WORK A. ATTACH CROSS STREAMERS AWAY FROM GLASS FACE. B. DO NOT APPLY MARKERS OF ANY KIND TO GLASS SURFACE. C. REPLACE GLASS WHICH IS BROKEN, CHIPPED CRACKED, ABRADED OR DAMAGED DURING CONSTRUCTION PERIOD. DIVISION 9 - FINISHES SECTION 09200 LATH AND PLASTER PART 1 - GENERAL 1.1 SUMMARY 1.2 SUBMITTALS F. MAKE ALL EDGE CUTS "CLEAN ". DO NOT NIP, SEAM, SWIPE, STONE OR STRIKE EDGES. DO NOT NOT KNOCK -OFF FLARES. DO NOT BUMP, DRAG OR BRUSH THE EDGES OF BRONZE UTES AGAINST SASH OR OTHER HARD OBJECT. AVOID SCRATCHING, PARTICULARLY NEAR AN EDGE. G. SET EXTERIOR GLASS ON PROPER SIZE NEOPRENE GLAZING BLOCKS. MAINTAIN PROPER CLEARANCES & COVERAGE AT STOP EDGES. GLAZE IN ACCORD WITH INSTRUCTIONS & RECOMMENDATIONS OF GLAZING MATERIAL MANUFACTURER. SEAL EXTERIOR SIDE OF EACH GLASS LITE WITH SEALANT TYPE SPECIFIED. H. BUTT GLAZING: 1. MAINTAIN ALIGNMENT OF FACES & EDGES PARALLEL EDGE SPACING IN ACCORD WITH 16 CFR 1201.2 BASED ON GLASS AREA & THICKNESS. A. PROVIDE LATH AND PLASTER WHERE INDICATED ON THE DRAWINGS, AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION. B. RELATED WORK: 1. DOCUMENTS AFFECTING WORK OF THIS SECTION INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS, AND SECTIONS IN DIVISION 1 OF THESE SPECIFICATIONS. A. COMPLY WITH PERTINENT PROVISIONS OF SECTION 01340. B. PRODUCT DATA: WITHIN 30 CALENDAR DAYS AFTER THE CONTRACTOR HAS RECEIVED THE OWNER'S NOTICE TO PROCEED, SUBMIT: 1. MATERIALS LIST OF ITEMS PROPOSED TO BE PROVIDED UNDER THIS SECTION; 2. MANUFACTURER'S SPECIFICATIONS AND OTHER DATA NEEDED TO PROVE COMPLIANCE WITH THE SPECIFIED REQUIREMENTS; 3. SAMPLES OF THE PROPOSED ACCESSORIES; 4. MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES FOR ACCESSORIES WHICH, WHEN APPROVED BY THE ARCHITECT, WILL BECOME THE BASIS FOR ACCEPTING OR REJECTING ACTUAL INSTALLATION PROCEDURES USED FOR THOSE ACCESSORIES ON THE WORK. 1.3 QUALITY ASSURANCE A. USE ADEQUATE NUMBERS OF SKILLED WORKMEN THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND COMPLLILLY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION. B. IN ADDITION TO COMPLYING WITH PERTINENT CODES AND REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION. COMPLY WITH MATERIALS 1.4 DEUVERY, STORAGE, AND HANDLING A. COMPLY WITH PERTINENT PROVISIONS OF SECTION 01620. PART 2 - PRODUCTS 2.1 METAL MEMBERS 2. SEAL EDGES WITH A CONTINUOUS BEAD OF STRUCTURAL SILICONE SEALANT. REMOVE EXCESS GLAZING COMPOUND FROM ALL SURFACES. REMOVE LABELS FROM GLASS SURFACE AS SOON AS INSTALLED. WASH & POLISH BOTH FACES OF GLASS. REMOVE DEBRIS FROM JOB SITE. A. STEEL CHANNELS: 1. COMPLY WITH ASTM A109 OR ASTM A303. 2. HOT- ROLLED OR COLD - ROLLED CHANNELS FOR FRAMING: USE GALVANIZED. 3. COLD- ROLLED CHANNELS: PROVIDE FLANGES NOT LESS THAN 11 MM (7/16 ") WIDE. 4. PROVIDE CHANNELS WITH MINIMUM WEIGHTS AS FOLLOWS: HOT - ROLLED COLD- ROLLED STEEL: STEEL: NOMINAL LBS PER LBS PER SIZE: FOOT: FOOT: 38 MM (1-1/2") 1.120 0.475 25 MM (1") 0.410 20 MM (3/4 ") 0.300 0.300 B. METAL PLASTERING ACCESSORIES: 1. FABRICATE FROM 26 GAGE OR HEAVIER HOT -DIP GALVANIZED STEEL, PRIME - COATED UNLESS OTHERWISE SPECIFICALLY APPROVED BY THE ARCHITECT. 2. USE MANUFACTURER'S STANDARD SHAPES SPECIFICALLY DESIGNED FOR THE PROPOSED USE. 3. PROVIDE PROTECTIVE COATING TO PERMIT REMOVAL OF OVERSPRAY UPON COMPLETION OF PLASTERING. C. HANGERS SUPPORTING RUNNER CHANNELS: 1. PROVIDE SOFT ANNEALED STEEL WIRE NOT SMALLER THAN 8 GAGE AND COMPLYING WITH FED SPEC QQ--W -461, GALVANIZED. 2. FLAT IRON OR STEEL S1HAPS AT LEAST 2.4 MM X 22 MM (3/32" X 7/8 ") SIZE, GALVANIZED OR COATED WITH RUST- INHIBITIVE PAINT, MAY BE USED IN LIEU OF THE SPECIFIED HANGER WIRE. D. METAL LATH: 1 WIRE FABRIC LATH- SINGLE PLY, PRE - FURRED, PAPER BACKED, 1 1/2 X 17 GAUGE, HEXAGON SHAPED, GALVANIZED, WOVEN WIRE STUCCO NETTING IS FIRMLY ADHERED TO WEATHER RESISTANT, GRADE "D" ASPHALT IMPREGNATED PAPER BACKING WITH WATERPROOF ADHESIVE. AVAILABLE IN ROLLS. "PLASTERBAK" BY DAVISWALKER CORPORATION, OR "STUCCO NETTING" BY K- LATH, 3.4# GALVANIZED METAL LATH AT EXTERIOR SOFFITS. 2 TILE AT PLYWOOD SHEATHED WALLS- INSTALL GRADE "B" BUILDING FELT UNDERLAYMENT TO RECEIVE PAPER BACKED LATH. 3 BUILDING PAPER- GRADE "D" AND GRADE "B ". 4 ACCESSORIES- EXPANSION CONTROL SCREED NO. J- 4- U -7/8" WITH 1/4" GAP, 26 GAUGE GALVANIZED STEEL; SEPARATION SCREED 17 -7/8 ", 26 GAUGE GALVANIZED STEEL; SOFFIT AND FOUNDATIONS DRIP MOULD NO. 5, 24 GAUGE GALVANIZED STEEL BY "SUPERIOR METAL TRIM PRODUCTS ". E:\Dwg\Panda Express \VH702.020_South Center Square_Tukwila WA\s408d1677_SP- 5P.dwg, 8/29/20074:57:10 PM, Mirhelleh, Michelleh 2.2 PLASTER A. CEMENT: 1. COMPLY WITH ASTM C150, TYPE I. 2. DO NOT USE PLASTIC CEMENT OF ANY TYPE. B. LIME: 1. PROVIDE DRY HYDRATED LIME COMPLYING WITH ASTM C206. 2. LIME PUTTY (IF USED): WEIGH NO MORE THAN 37.65 KG PER CU (83 LBS PER GU FT). C. SAND: COMPLY WITH ASTM C144, CLEAN AND WELL GRADED FROM COARSE TO FINE. D. WATER: CLEAN AND FREE FROM DELETERIOUS AMOUNTS OF ACID, ALKALI, AND ORGANIC MATERIALS. 2.2 OTHER MATERIALS A. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE ARCHITECT. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. 3.2 INSTALLATION OF FRAMING A. COORDINATION: 1. CAREFULLY COORDINATE WITH OTHER TRADES TO ASSURE PROPER PROVISION IN SUCH WORK FOR INSTALLATION OF THE WORK OF THIS SECTION. 2. PROVIDE EMBEDDED WIRE SUPPORTS AS NECESSARY. B. INSTALL MEMBERS AND COMPONENTS IN STRICT ACCORDANCE WITH ARRANGEMENTS SHOWN ON THE DRAWINGS AND THE MANUFACTURER'S RECOMMENDATIONS AS APPROVED BY THE ARCHITECT. C. AUGNMENT: 1. ALIGN VERTICALLY WITHIN A TOLERANCE OF ONE IN 1000. 2. ALIGN HORIZONTALLY WITHIN A TOLERANCE OF ONE IN 500. 3. ON FRAMING MEMBERS TO RECEIVE A FINISHED PLASTER SURFACE, ALIGN THE FINISH SUBSURFACE TO VARY NOT MORE THAN 3 MM (1/8 ") FROM THE PLANE SURFACES OF ADJACENT FRAMING AND FURRING MEMBERS. 3.3 LATHING A. INSTALL THE APPROVED METAL LATH IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AS APPROVED BY THE ARCHITECT, AND WITH PERTINENT REQUIREMENTS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION. 3.4 PLASTERING A. PERFORM MIXING, PLASTERING, AND PLASTER CURING IN STRICT ACCORDANCE WITH PROVISIONS OF THE REFERENCED STANDARDS. B. SCRATCH COAT: 1. APPLY WITH SUFFICIENT MATERIAL AND FORCE TO FORM GOOD KEYS, EMBEDDING AND AND FILLING ALL SPACES OF THE LATH. 2. SCORE TO RECEIVE THE BROWN COAT. C. BROWN COAT: 1. DO NOT APPLY BROWN COAT SOONER THAN 48 HOURS AFTER INSTALLATION OF THE SCRATCH COAT. 2. APPLY THE BROWN COAT TO THE SCRATCH COAT. 3. BRING OUT TO GROUNDS, STRAIGHTEN TO A TRUE SURFACE, AND LEAVE SUFFICIENTLY ROUGH TO ASSURE ADEQUATE BOND OF THE FINISH COAT. D. FINISH COAT: 1. DO NOT APPLY FINISH COAT SOONER THAN SEVEN DAYS AFTER INSTALLATION OF THE BROWN COAT. 2. APPLY A MEDIUM TEXTURED DASH FINISH COAT IN A PATTERN APPROVED BY THE ARCHITECT. E. TOLERANCES: FINISH PLASTER TRUE AND EVEN WITHIN A TOLERANCE OF ONE IN 500, LEAVING THE FINISHED SURFACE FREE FROM TOOL MARKS AND OTHER BLEMISHES. 3.5 CLEANING UP A. WIPE METAL ACCESSORIES CLEAN AFTER APPLICATION OF EACH COAT. B. IN ADDITION TO OTHER PROTECTION, PROTECT ADJACENT SURFACES FROM THE ACCIDENTAL APPLICATION OF PLASTER. C. IN ADDITION TO OTHER REQUIREMENTS FOR CLEANING, IMMEDIATELY UPON COMPLETION OF THE WORK VISUALLY INSPECT ADJACENT SURFACES AND REMOVE ALL TRACES OF SPILLED AND SPLASHED PLASTER. SECTION 09220 PORTLAND CEMENT PLASTER PART 1 - GENERAL 1.1 SUMMARY A. PROVIDE PORTLAND CEMENT PLASTER WHERE SHOWN ON THE DRAWINGS, AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION. B. RELATED WORK: 1. DOCUMENTS AFFECTING WORK OF THIS SECTION INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, GENERAL CONDI- TIONS, SUPPLEMENTARY CONDITIONS, AND SECTIONS IN DIVISION 1 OF THESE SPECIFICATIONS. 1.2 SUBMITTALS A. COMPLY WITH PERTINENT PROVISIONS OF SECTION 01340. B. PRODUCT DATA: WITHIN 35 CALENDAR DAYS AFTER THE CON- TRACTOR HAS RECEIVED THE OWNER'S NOTICE TO PROCEED, SUBMIT: 1. MATERIALS LIST OF ITEMS PROPOSED TO BE PROVIDED UNDER THIS SECTION; 2. MANUFACTURER'S SPECIFICATIONS AND OTHER DATA NEED- ED TO PROVE COMPLIANCE WITH THE SPECIFIED REQUIRE- MENTS; 3. MIX DESIGNS FOR BASE COATS AND FINISH COATS, STAT- ING PROPORTIONS PROPOSED TO BE USED. C. MOCK -UPS: 1. AT AN AREA ON THE SITE WHERE APPROVED BY THE AR- CHITECT, PROVIDE A MOCK -UP PLASTER PANEL. A. MAKE THE MOCK -UP PANEL APPROXIMATELY 1.2 M (4' -0 ") SQUARE. B. PROVIDE ONE MOCK -UP PANEL FOR EACH PORTLAND CEMENT PLASTER FINISH USED ON THE WORK. C. THE MOCK -UPS MAY BE PART OF THE WORK, AND MAY BE INCORPORATED INTO THE FINISHED WORK WHEN SO APPROVED BY THE ARCHITECT. D. REVISE AS NECESSARY TO SECURE THE ARCHITECT'S APPROVAL. 2. THE MOCK -UP PANELS, WHEN APPROVED BY THE ARCHI- TECT, WILL BE USED AS DATUM POINTS FOR COMPARISON WITH THE REMAINDER OF WORK UNDER THIS SECTION FOR THE PURPOSE OF ACCEPTANCE OR REJECTION. 3. IF THE MOCK -UP PANELS ARE NOT PERMITTED TO BE PART OF THE FINISHED WORK, COMPLETELY DEMOLISH AND REMOVE THEM FROM THE JOB SITE UPON COMPLETION AND ACCEPTANCE OF THE WORK OF THIS SECTION. 1.3 QUALITY ASSURANCE A. USE ADEQUATE NUMBERS OF SKILLED WORKMEN THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION. 1.4 DELIVERY, STORAGE, AND HANDLING A. COMPLY WITH PERTINENT PROVISIONS OF SECTION 01620. PART 2 - PRODUCTS 2.1 MATERIALS A. PORTLAND CEMENT: 1. COMPLY WITH ASTM C150, TYPE I OR II. 2. WHEN SPECIFICALLY APPROVED IN ADVANCE BY THE AR- CHITECT, OTHER CEMENTS SUCH AS MASONRY CEMENT, PLASTIC CEMENT, AND GUN CEMENT MAY BE USED IN THE PROPORTIONS SHOWN IN THE APPROVED MIX DESIGNS. B. LIME: PROVIDE SPECIAL FINISHING HYDRATED LIME COMPLY- ING WITH ASTM C206, TYPE "S," OR PROVIDE NORMAL FINISH- ING HYDRATED LIME COMPLYING WITH ASTM C6, TYPE "N" WITH MAXIMUM UNHYDRATED OXIDE CONTENT OF 8% BY WEIGHT, ACCORDING TO THE PROPORTIONS SHOWN IN THE APPROVED MIX DESIGNS. C. AGGREGATES: 1. COMPLY WITH ASTM C144. 2. GRADATION: A. FOR BASE COAT, PROVIDE GRADATION WITHIN THE FOLLOWING TOLERANCES. NO. 4: NO. 8: NO. 16: NO. 30: NO. 50: NO. 100: 2.2 MIXES PERCENT RETAINED BY WEIGHT U.S. STANDARD +/- 2 %: SIEVE: SIEVE: MINIMUM: MAXIMUM: 0 10 30 70 95 B. FOR FINISH COAT, PROVIDE SAME GRADATION AS FOR BASE COAT; EXCEPT WITH ALL AGGREGATE PASSING THE NO. 8 SIEVE. 10 40 65 90 100 0 D. WATER: USE WATER WHICH 15 POTABLE AND FREE FROM IMPU- RITIES THAT AFFECT SETTING OF PORTLAND CEMENT PLASTER. E. FIBER ADDITIVE: PROVIDE PURE MANILA FIBER OR ANIMAL HAIR, SPECIALLY PROCESSED AND PACKAGED FOR USE WITH PLASTER, FROM 13 MM TO 50 MM (1/2" TO 2 ") LONG, AND FREE FROM GREASE, OIL, DIRT, AND OTHER IMPURITIES. F. COLORING AGENT: PROVIDE ALKALI RESISTANT, SUN FAST, MINERAL OXIDE PRODUCING COLORS APPROVED BY THE ARCHI- TECT. G. BONDING AGENTS: PROVIDE MATERIAL PRODUCING A PERMANENT BOND NOT AFFECTED BY FREEZING, HEAT, ACID, ALKALI, OR DAMPNESS, PRODUCING NO DISCOLORATION TO FINISHED PLAS- TER SURFACES, AND COMPLYING WITH ASTM C631. H. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE ARCHITECT. A. GENERAL: 1. PROCEDURES: A. PROPORTION AND MEASURE THE MATERIALS FOR EACH BATCH OF PLASTER ACCURATELY. B. PREPARE BATCHES IN QUANTITY FOR COMPLETE USE WITHIN A MAXIMUM OF ONE HOUR AFTER MIXING. C. DO NOT RETEMPER OR USE PARTIALLY SET PLASTER, EXCEPT PLASTER WHICH HAS STIFFENED ONLY FROM EVAPORATION. D. DO NOT USE FROZEN, CAKED, OR LUMPY MATERIAL, BUT REMOVE SUCH MATERIAL FROM THE JOB SITE IMMEDIATELY. E. USE SAND WHICH IS MOIST AND LOOSE. F. WITHHOLD ABOUT 10% OF THE REQUIRED WATER UNTIL THE MIXING CYCLE IS NEARLY COMPLETED, THEN ADD WATER AS NEEDED TO ACHIEVE THE RE- QUIRED CONSISTENCY. G. DO NOT MIX BY HAND UNLESS SPECIFICALLY SO APPROVED BY THE ARCHITECT. 2. MECHANICAL MIXING: A. MIX EACH BATCH SEPARATELY. B. CLEAN THE MIXER THOROUGHLY BETWEEN BATCHES, REMOVING SET OR HARDENED MATERIALS PRIOR TO LOADING NEW MATERIALS. C. CONTINUE OPERATION OF MIXER WHILE ADDING MATERIALS. B. PROPORTIONS: 1. DASH BOND COAT: USE ONE PART OF THE APPROVED CEMENT TO TWO PARTS SAND. 2. BASE COATS: A. WHERE "FIBER PLASTER" 15 CALLED FOR, USE .45 KG (1 LB) OF THE SPECIFIED FIBER TO 42.6 KG (94 LBS OF THE APPROVED CEMENT. B. AT OTHER LOCATIONS, USE PROPORTIONS SHOWN IN THE MIX DESIGN APPROVED BY THE ARCHITECT. 3. FINISH COATS: A. WHERE COLOR IS CALLED FOR, USE NOT MORE THAN 10% COLOR (BY WEIGHT) TO CEMENT. B. USE PROPORTIONS OF OTHER MATERIALS AS SHOWN IN THE MIX DESIGN APPROVED BY THE ARCHITECT. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. B. VERIFY THAT GROUNDS HAVE BEEN SET IN A MANNER TO ACHIEVE THE REQUIRED PLASTER THICKNESSES. 3.2 PREPARATION A. UNIFORMLY DAMPEN ABSORPTIVE BASES BY USE OF A FINE SPRAY OF CLEAN WATER. B. WHERE REQUIRED, APPLY THE APPROVED BONDING AGENT. 3.3 APPLICATION A. GENERAL: 1. SCHEDULE APPLICATION OF PLASTER TO PRECEDE APPLI- CATION OF OTHER FINISHES, AND INSTALLATION OF OTHER ITEMS, WHICH COULD BE DAMAGED BY ACCIDENTS INCIDENTAL TO THE PLASTERING. 2. APPLY PORTLAND CEMENT PLASTER BY MACHINE OR BY HAND. 3. APPLY EACH COAT CONTINUOUSLY, INTERRUPTING ONLY AT CONTROL JOINTS, AT OPENINGS, OR AT JUNCTIONS OF PLASTER PLANES. FOG 4. WHERE FRAMES OR OTHER ITEMS PROVIDE A PLASTER GROUND, TOOL THROUGH THE FINISH COAT TO PRODUCE A V -JOINT AT THE INTERSECTION OF PLASTER AND SUCH ITEMS. 5. PRODUCE THE TOTAL PLASTER THICKNESSES SHOWN ON THE DRAWINGS. B. BASE COATS: 1. OVER METAL BASE: A. APPLY WITH SUFFICIENT MATERIAL AND FORCE TO COVER THE SUBSTRATE AND TO FORM GOOD KEYS, EMBEDDING AND FILLING ALL SPACES OF THE METAL BASE. B. SCORE TO RECEIVE THE SUCCEEDING COAT. 2. OVER SOLID BASE: A. APPLY WITH SUFFICIENT MATERIAL AND FORCE TO INSURE TIGHT CONTACT AND COMPLETE COVERAGE OF SUBSTRATE. B. SCORE TO RECEIVE THE SUCCEEDING COAT. 3. WHERE THREE -COAT INSTALLATION 15 CALLED FOR: A. DO NOT APPLY THE SECOND COAT SOONER THAN 48 HOURS AFTER INSTALLATION OF THE BASE COAT. B. APPLY WITH SUFFICIENT MATERIAL AND FORCE TO COVER THE SUBSTRATE AND FORM A GOOD BOND. C. BRING OUT TO GROUNDS, STRAIGHTEN TO A TRUE SURFACE, AND LEAVE SUFFICIENTLY ROUGH TO ENSURE ADEQUATE BOND OF THE FINISH COAT. C. FINISH COATS: 1. DO NOT APPLY FINISH COAT SOONER THAN SEVEN DAYS AFTER INSTALLATION OF THE LAST UNDER COAT. 2. APPLY WITH SUFFICIENT MATERIAL AND FORCE TO COVER THE SUBSTRATE AND FORM A GOOD BOND. 3. FINISH TO A TRUE AND EVEN SURFACE AFTER MOISTURE HAS LEFT THE SURFACE. 4. WHERE "TROWEL FINISH" 15 CALLED FOR, USE A STEEL TROWEL AND PRODUCE A UNIFORMLY SMOOTH SURFACE FREE FROM IMPERFECTIONS VISIBLE TO THE UNAIDED EYE FROM A DISTANCE OF 1.5 METER (FIVE FEET). 5. WHERE "FLOAT FINISH" IS CALLED FOR, USE A WOOD FLOAT AND PRODUCE A UNIFORMLY SMOOTH SAND- FINISHED SURFACE FREE FROM IMPERFECTIONS VISIBLE TO THE UNAIDED EYE FROM A DISTANCE OF 1.5 METER (FIVE FEET). 6. WHERE "TEXTURED FINISH" IS CALLED FOR, PROVIDE A DASH FINISH COAT MATCHING THE TEXTURE OF THE AP- PROVED MOCK -UP PANEL. 3.4 TOUCHUP A. UPON COMPLETION OF THE OTHER WORK OF THIS SECTION, INSPECT ALL PORTLAND CEMENT PLASTER SURFACES AND COR- RECT CONDITIONS WHICH DO NOT MEET SPECIFIED REQUIRE- MENTS. B. REMOVE PROTECTIVE MATERIALS AND PLASTER MATERIALS FROM ADJACENT SURFACES, AND REMOVE STAINS WHICH WOULD AD- VERSELY AFFECT FINISHES. SECTION 09206 METAL LATH AND ACCESSORIES PART 1 - GENERAL 1.1 SUMMARY A. PROVIDE METAL LATH AND ACCESSORIES WHERE SHOWN ON THE DRAWINGS, AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION. B. RELATED WORK: 1. DOCUMENTS AFFECTING WORK OF THIS SECTION INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, GENERAL CONDI- TIONS, SUPPLEMENTARY CONDITIONS, AND SECTIONS IN DIVISION 1 OF THESE SPECIFICATIONS. 1.2 SUBMITTALS A. COMPLY WITH PERTINENT PROVISIONS OF SECTION 01340. B. PRODUCT DATA: WITHIN 45 CALENDAR DAYS AFTER AWARD OF THE CONTRACT, SUBMIT: 1. MATERIALS LIST OF ITEMS PROPOSED TO BE PROVIDED UNDER THIS SECTION. 2. MANUFACTURERS' SPECIFICATIONS, CATALOG CUTS, AND OTHER DATA NEEDED TO PROVE COMPLIANCE WITH THE SPECIFIED REQUIREMENTS. 3. MANUFACTURERS' RECOMMENDED INSTALLATION PROCEDURES WHICH, WHEN APPROVED BY THE ARCHITECT, WILL BECOME THE BASIS FOR ACCEPTING OR REJECTING ACTUAL IN- STALLATION PROCEDURES USED ON THE WORK. 1.3 QUALITY ASSURANCE A. USE ADEQUATE NUMBERS OF SKILLED WORKMEN THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION. B. IN ADDITION TO COMPLYING WITH PERTINENT CODES AND REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDIC- TION, COMPLY WITH: 1. FACTORY MUTUAL FOR FIRE -RATED ASSEMBLIES; 2. UNDERWRITERS' LABORATORIES, INC., FOR FIRE -RATED MATERIALS AND PRODUCTS CLASSIFICATION; 3. NFPA FOR FIRE -RATED ASSEMBLIES. 1.4 DELIVERY, STORAGE, AND HANDLING A. COMPLY WITH PERTINENT PROVISIONS OF SECTION 01620. B. IMMEDIATELY REMOVE FROM THE JOB SITE THOSE ITEMS WHICH ARE DELIVERED IN BROKEN, DAMAGED, RUSTED, OR UNLABELLED CONDITION. PART 2 - PRODUCTS 2.1 EXPANDED METAL LATH A. STANDARD DIAMOND MESH: 1. PROVIDE GALVANIZED SHEET STEEL, SLIT AND EXPANDED, AND WEIGHING 1.60 KG PER .9 SQ M (3.4 LOS PER SQ YD). 2. USE FOR TROWEL- APPLIED INTERIOR AND EXTERIOR HORI- ZONTAL AND VERTICAL PLASTER WORK SUCH AS PARTI- TIONS; FIRE - PROOFING FOR STEEL BEAMS, GIRDERS, AND COLUMNS; FOR FURRED WALLS; AND FOR SIMILAR USES IN FLAT AND CURVED SURFACES WHERE SUPPORTED AT NOT MORE THAN 400 MM (16 ") CENTERS. 3. ACCEPTABLE PRODUCTS: A. INRYCO - MILCOR "SMALMESH "; B. WESTERN "DIAMOND MESH." B. SELF - FURRING DIAMOND MESH: 1. PROVIDE GALVANIZED SHEET STEEL, SLIT AND EXPANDED, AND WEIGHING 1.60 KG PER .9 SQ M (3.4 LOS PER SQ YD), WITH AN INTEGRAL FURRING DESIGN HOLDING THE BODY OF THE LATH NOT LESS THAN 6 MM (1/4 ") AWAY FROM SHEATHING OR WALL. 2. USE OVER SOLID BACKING, HORIZONTAL OR VERTICAL, IN FLAT AND CURVED SURFACES, WHERE SUPPORTED AT NOT MORE THAN 400 MM (16 ") CENTERS. 3. ACCEPTABLE PRODUCTS: A. INRYCO - MILCOR "FURLATH "; B. WESTERN "SELF- FURRING DIAMOND MESH." C. FLAT RIB LATH: 1. PROVIDE GALVANIZED SHEET STEEL, SLIT AND EXPANDED, AND WEIGHING 1.60 KG PER .9 SQ M (3.4 LOS PER SQ YD), WITH INTEGRAL 3 MM (1/8 ") HIGH SELF- FURRING FLAT RIBS PROVIDING ADDITIONAL STRENGTH. 2. USE FOR TROWEL- APPLIED INTERIOR AND EXTERIOR HORI- ZONTAL AND VERTICAL PLASTER WORK SUCH AS PARTI- TIONS; FIRE - PROOFING FOR STEEL BEAMS, GIRDERS, AND COLUMNS; FOR FURRED WALLS, AND FOR SIMILAR USES IN FLAT SURFACES WHERE SUPPORTED AT NOT MORE THAN 475 MM (19 ") CENTERS. 3. ACCEPTABLE PRODUCTS: A. INRYCO - MILCOR "SPECIALMESH "; B. WESTERN "FLAT RIB LATH ". D. HIGH RIB LATH: 1. PROVIDE GALVANIZED SHEET STEEL, SLIT AND EXPANDED, AND WEIGHING 1.60 KG PER .9 SQ M (3.4 LBS PER SQ YD), WITH INTEGRAL 9.5 MM (3/8 ") HIGH SELF - FURRING RIBS AT 113 MM (4 -1/2 ") CENTERS PROVIDING ADDI- TIONAL STRENGTH. 2. USE FOR TROWEL- APPLIED INTERIOR AND EXTERIOR HORI- ZONTAL OR VERTICAL PLASTER WORK SUCH AS PARTI- TIONS; FIRE - PROOFING FOR STEEL BEAMS, GIRDERS, AND COLUMNS; FOR FURRED WALLS; AND FOR SIMILAR USES IN FLAT SURFACES WHERE SUPPORTED AT NOT MORE THAN 600 MM (24 ") CENTERS. 3. ACCEPTABLE PRODUCTS: A. INRYCO- MILCOR "3/8" STAY -RIB LATH"; B. WESTERN "3/8" HIGH -RIB LATH." 2.2 PAPER - BACKED METAL LATH A. KRAFT - BACKED STANDARD DIAMOND MESH: 1. PROVIDE GALVANIZED SHEET STEEL, SLIT AND EXPANDED, AND WEIGHING 1.60 KG PER .9 SQ M (3.4 LBS PER SQ YD), WITH 60 LB KRAFT PAPER SPOT-GLUED TO THE BACK OF THE METAL LATH SHEET. 2. USE FOR GUN - APPLIED INTERIOR AND EXTERIOR HORIZON- TAL AND VERTICAL PLASTER WORK SUCH AS PARTITIONS; FIRE - PROOFING FOR STEEL BEAMS, COLUMNS, AND GIRD- ERS; FOR FURRED WALLS; AND FOR SIMILAR USES IN FLAT AND CURVED SURFACES WHERE SUPPORTED AT NOT MORE THAN 400 MM (16 ") CENTERS WHERE VAPOR BARRIER IS NOT REQUIRED. 3. ACCEPTABLE PRODUCTS: A. INRYCO - MILCOR "KRAFT- BACKED SMALMESH "; B. WESTERN "SPRAY LATH." B. KRAFT - BACKED HIGH RIB LATH: 1. PROVIDE GALVANIZED SHEET STEEL, SLIT AND EXPANDED, AND WEIGHING 1.60 KG PER .9 SQ M (3.4 LBS PER SQ YD), WITH INTEGRAL 9.5 MM (3/8 ") HIGH SELF - FURRING RIBS AT 113 MM (4 -1/2 ") CENTERS PROVIDING ADDI- TIONAL STRENGTH, WITH 60 LB KRAFT PAPER SPOT -GLUED TO THE BACK OF THE METAL LATH SHEET. 2. USE FOR GUN - APPLIED INTERIOR AND EXTERIOR HORIZON- TAL AND VERTICAL PLASTER WORK SUCH AS PARTITIONS; FIRE- PROOFING FOR STEEL BEAMS, GIRDERS, AND COL- UMNS; FOR FURRED WALLS; AND FOR SIMILAR USES IN FLAT SURFACES WHERE SUPPORTED AT NOT MORE THAN 600 MM (24 ") CENTERS. 3. ACCEPTABLE PRODUCTS: A. INRYCO - MILCOR "KRAFT- BACKED 3/8" STAY -RIB LATH"; B. WESTERN "SPRAY RIB." C. ASPHALT - BACKED STANDARD DIAMOND MESH: 1. PROVIDE GALVANIZED SHEET STEEL, SLIT AND EXPANDED, AND WEIGHING 1.60 KG PER .9 SQ M (3.4 LBS PER SQ YD), WITH HEAVY ASPHALT-SATURATED FELT FIRMLY ATTACHED TO THE BACK OF THE METAL LATH SHEET. 2. USE FOR TROWEL - APPLIED OR GUN - APPLIED INTERIOR AND EXTERIOR HORIZONTAL AND VERTICAL PLASTER WORK SUCH AS PARTITIONS; FIREPROOFING FOR STEEL BEAMS, GIRD- ERS AND COLUMNS; FOR FURRED WALLS; AND FOR SIMILAR USES IN FLAT AND CURVED SURFACES WHERE SUPPORTED AT NOT MORE THAN 400 MM (16 ") CENTERS WHERE VAPOR BARRIER IS REQUIRED. .3. ACCEPTABLE PRODUCTS: A. INRYCO - MILCOR "ASPHALT- BACKED SMALMESH "; B. WESTERN "AQUA MESH A." 2.3 WOVEN WIRE LATH A. STUCCO NETTING: 1. PROVIDE GALVANIZED WIRE, 17 GAGE OR HEAVIER, WOVEN ON PRECISION EQUIPMENT INTO HEXAGON - SHAPED MESHES NOT LARGER THAN 38 MM (1 -1/2 ") IN ANY DIRECTION. 2. USE IN COMBINATION WITH WATERPROOF FELT PAPER AND 11 GAGE LINE WIRES FOR TROWEL - APPLIED INTERIOR AND EXTERIOR VERTICAL PLASTER WORK SUCH AS ON SOLID- - SHEATHED WALLS AND ON WOOD OR METAL STUDS WHERE SUPPORTED AT NOT MORE THAN 400 MM (16 ") CENTERS. 3. ACCEPTABLE PRODUCTS: A. K- --LATH "STUCCO NETTING." B. PAPER - BACKED WIRE LATH: 1. PROVIDE GALVANIZED 16 GAGE WIRE WOVEN INTO 50 MM (2 ") MESHES, WITH 13 GAGE GALVANIZED HORIZONTAL STIFFENER WIRES AT 150 MM (6 ") CENTERS, AND WITH AN ABSORBENT, SLOT- PERFORATED PAPER SEPARATOR FABRICATED BETWEEN THE FACE WIRES AND THE BACK WIRES. 2. USE FOR REINFORCEMENT AND BACKING FOR PLASTERING OVER WOOD AND METAL FRAMING ON VERTICAL, HORIZON- TAL, SLOPING, AND CURVED SURFACES WHERE SUPPORTED AT NOT MORE THAN 400 MM (16 ") CENTERS WHERE WATER- PROOF BUILDING PAPER IS NOT REQUIRED, SUCH AS: A. FIRE PROTECTION FOR SHAFTS, BEAMS, AND COL- UMNS; B. PARTITIONS, SOFFITS, AND CEILINGS. 3. ACCEPTABLE PRODUCTS: A. K -LATH "GUN LATH." 4 RECEIVED c6 -rf OF T IJKY,1" NOV 0 F�Fio'�19 3 C;EN TER \OTE: STUCCO SHALL BE g INCHES THICK A \D TO BE APPLIED WITH THREE COAT APPLICATION PER UB 2508.1. PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS, DESIGNS, SKETCHES, IDEAS. ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECTS WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GRQI!P. IN(. & VIGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME iAND NO OTHER. AND NOT FOR OTHER RELATED. IMPLIED. OR FUTURE WORDS) OR PROJFCT(S), • REVISIONS: • REV. A A A A A A A • 1ST 2ND 3RD 4TH 5TH DATE ISSUE DATE: • • ARCHITECT • ■ PROJECT: • DESCRIPTION BY VIGEN ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4-08-D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. SHEET NO. SPECIFICATIONS REG1 ' 'RED .ARC" TECT V'TGEN ASH1NGTON PLAN CHECK RESUBMITTAL 11/05/07 C. WATERPROOF PAPER - BACKED WIRE LATH: 1. PROVIDE GALVANIZED 16 GAGE WIRE WOVEN INTO 50 MM (2 ") MESHES, WITH AN ABSORBENT SLOT - PERFORATED PAPER SEPARATOR FABRICATED BETWEEN THE FACE WIRES AND THE BACK WIRES, AND WITH TYPE 1, GRADE B, WATERPROOF BUILDING PAPER COMPLYING WITH FED SPEC UU- B -790A LAMINATED TO THE BACK OF THE PAPER SEPA- RATOR. 2. USE FOR REINFORCEMENT AND BACKING FOR PLASTERING ON VERTICAL SURFACES WHERE SUPPORTED AT NOT MORE THAN 600 MM (24 ") CENTERS WHERE WATERPROOF BUILD- ING PAPER IS REQUIRED: A. TUBS, SHOWERS, WET AREA, OVER WOOD OR METAL STUDS; B. BACKING FOR CERAMIC TILE OR MASONRY VENEER. 3. ACCEPTABLE PRODUCTS: A. K -LATH "AQUA -K- LATH." D. NON - COMBUSTIBLE WATERPROOF PAPER- BACKED WIRE LATH: 1. PROVIDE GALVANIZED 16 GAGE WIRE WOVEN INTO 50 MM (2 ") SQUARE MESHES, WITH AN ABSORBENT SLOT- PERFO- RATED PAPER SEPARATOR FABRICATED BETWEEN THE FACE WIRES AND THE BACK WIRES; WITH A TYPE 1, GRADE B, WATERPROOF BUILDING PAPER COMPLYING WITH FED SPEC UU- B -790A LAMINATED TO THE BACK OF THE PAPER SEPA- RATOR; AND WITH THE PAPERS HAVING A FLAME SPREAD RATING OF 25 OR LESS. 2. USE FOR REINFORCEMENT AND BACKING FOR PLASTERING ON VERTICAL SURFACES WHERE SUPPORTED AT NOT MORE THAN 600 MM (24 ") CENTERS WHERE WATERPROOF BUILD- ING PAPER AND NONCOMBUSTIBLE CONSTRUCTION ARE REQUIRED. 3. ACCEPTABLE PRODUCTS: A. K- -LATH "PYRO -K- LATH." 2.4 ACCESSORIES A. STANDARD CORNER BEAD: 1, PROVIDE STANDARD PATTERN NUMBER 1, 26 GAGE OR HEAVIER, GALVANIZED EXPANDED METAL WINGS 63 MM (2- 1/2") OR MORE WIDE, WITH SOLID NOSING. 2. USE AT ALL EXTERIOR CORNERS OF INTERIOR PLASTER CONSTRUCTION EXCEPT WHERE OTHER CORNER BEAD 15 SPECIFIED. 3. ACCEPTABLE PRODUCTS: A. INRYCO - MILCOR "NO. 1 EXPANSION CORNER BEAD "; B. WESTERN "NO. 1A CORNER BEAD." B. HEAVY -DUTY CORNER BEAD: 1. PROVIDE GALVANIZED EXPANDED METAL WINGS 63 MM (2- 1/2") OR MORE WIDE, 26 GAGE OR HEAVIER, SIMILAR TO STANDARD PATTERN NUMBER 1 BUT WITH EXTRA REINFORC- ING TO PROVIDE ADDITIONAL STRENGTH. 2. USE AT ALL EXTERIOR CORNERS OF INTERIOR PLASTERED COLUMNS AND BEAMS IN STORAGE AREAS, SERVICE AREAS, AND SIMILAR LOCATIONS WITHIN 3.64 M (12 FT) OF FLOOR LEVEL WHERE PLASTER FINISH WILL BE EXPOSED ROUTINELY TO DAMAGE FROM MOVING EQUIPMENT BUT WHERE STEEL ANGLE PROTECTORS ARE NOT SPECIFIED. 3. ACCEPTABLE PRODUCTS: A. INRYCO - MILCOR "SUPER -EX CORNER BEAD "; B. WESTERN "NO. 2A REINFORCED FLANGE CORNER BEAD." C. EXTERIOR CORNER REINFORCEMENT: 1. FABRICATE FROM GALVANIZED EXPANDED METAL WITH LARGE OPENINGS, OR FABRICATE FROM GALVANIZED 18 GAGE OR HEAVIER WIRE. 2. USE AT ALL EXTERIOR CORNERS OF EXTERIOR PORTLAND CEMENT PLASTER CONSTRUCTION EXCEPT WHERE OTHER CORNER DESIGN OR REINFORCEMENT IS CALLED FOR. 3. ACCEPTABLE PRODUCTS: A. WESTERN "STUCCO -LOK CORNER REINFORCEMENT." B. K -LATH CORNER REINFORCEMENT. D. BASE SCREED: 1. PROVIDE STANDARD PATTERN NUMBER 3, FABRICATED FROM 26 GAGE GALVANIZED EXPANDED METAL WINGS, WITH FLANGE SAME DEPTH AS PLASTER THICKNESS. 2. USE TO DIVIDE INTERIOR PLASTER FROM FLUSH CONCRETE BASE. 3. ACCEPTABLE PRODUCTS: A. INRYCO - MILCOR "NO. 3 EXPANSION FLUSH BASE SCREED "; B. WESTERN "NO. 3X EXPANDED BASE SCREED." E. FOUNDATION SILL SCREED: 1. PROVIDE STANDARD PATTERN NUMBER 7, FABRICATED FROM 26 GAGE OR HEAVIER STEEL, PERFORATED ALONG LOWER EDGE TO PERMIT ESCAPE OF TRAPPED WATER. 2. USE AT BOTTOM OF PORTLAND CEMENT PLASTER ON EXTE- RIOR WALLS; EXCEPT WHERE OTHER DESIGN IS INDICAT- ED. 3. ACCEPTABLE PRODUCTS: A. WESTERN "NO. 7 FOUNDATION SILL SCREED." F. EXPANSION JOINT: 1. PROVIDE STANDARD PATTERN NUMBER 15, FABRICATED FROM 26 GAGE OR HEAVIER GALVANIZED STEEL WITH EXPANDED METAL WINGS AND ACCORDION FOLDED FLANGE SAME DEPTH AS PLASTER THICKNESS. 2. USE TO DIVIDE EXTERIOR PORTLAND CEMENT PLASTER SURFACES INTO UNIFORM AREAS NOT LARGER THAN THREE METERS (TEN FEET) IN ANY DIRECTION; EXCEPT WHERE OTHER DESIGN IS SHOWN ON THE DRAWINGS. 3. ACCEPTABLE PRODUCTS: A. INRYCO-MILCOR "NO. 15 EXPANSION JOINT "; B. WESTERN "NO. 15 EXPANSION JOINT." G. INNER CORNER EXPANSION JOINT: 1. PROVIDE STANDARD PATTERN NUMBER 30, FABRICATED FROM 26 GAGE OR HEAVIER GALVANIZED STEEL WITH EXPANDED METAL WINGS BENT AT RIGHT ANGLES, AND WITH ACCORDION FOLDED FLANGE SAME DEPTH AS PLASTER THICKNESS. 2. USE AT INTERIOR CORNERS OF EXTERIOR PORTLAND CE- MENT PLASTER SURFACES; EXCEPT WHERE OTHER DESIGN 15 SHOWN ON THE DRAWINGS. 3. ACCEPTABLE PRODUCTS: A. INRYCO - MILCOR "NO. 30 EXPANSION JOINT FOR INNER CORNERS"; B. WESTERN "NO. 30 CORNER EXPANSION JOINT." H. ADJUSTABLE EXPANSION JOINT: 1. PROVIDE STANDARD PATTERN NUMBER 40, FABRICATED FROM 26 GAGE OR HEAVIER STEEL IN TWO SECTIONS TO PERMIT FREE FLOATING ADJUSTMENT, WITH FLANGES SAME DEPTH AS PLASTER THICKNESS. 2. USE TO DIVIDE EXTERIOR PORTLAND CEMENT PLASTER SURFACES WHERE CONSIDERABLE EXPANSION AND CONTRAC- TION MAY BE ANTICIPATED, AND AS DIRECTED BY THE ARCHITECT. 3, ACCEPTABLE PRODUCTS: A. INRYCO - MILCOR "NO. 40 EXPANSION JOINT WITH ADJUSTABLE OPENING'; B. WESTERN "NO. 40 ADJUSTABLE JOINT CONTROL." F:\Dwg\Panda Express \VH702.020_South Center Square_Tukw WA\s408d1677_SP-6P.dwg, 8129120074:56:48 PM, M"ichelteh, Michelle]] I. CASING BEAD: 1. PROVIDE STANDARD PATTERN NUMBER 66, FABRICATED FROM EXPANDED AND GALVANIZED METAL OF 26 GAGE OR HEAVIER, WITH WINGS, AND WITH FLANGE SAME DEPTH AS PLASTER THICKNESS. 2. USE TO TERMINATE INTERIOR AND EXTERIOR PLASTER SURFACES IN A CLEAN STRAIGHT LINE AT DOORS, WIN- DOWS, OTHER OPENINGS, AND DISSIMILAR MATERIALS. 3. ACCEPTABLE PRODUCTS: A. INRYCO - MILCOR "NO. 66 EXPANSION WING CASING BEAD "; B. WESTERN "NO. 66 EXPANDED FLANGE CASING BEAD." J. INTERIOR CORNER REINFORCEMENT: 1. FABRICATE FROM GALVANIZED OR PAINTED SHEET STEEL, SLIT AND EXPANDED, WEIGHING 1.35 KG PER .9 SQ M (2.5 LBS PER SQ YD), AND BENT TO 105 DEGREE AN- GLES, WITH EACH WING NOT LESS THAN 75 MM (3 ") WIDE. 2. USE FOR REINFORCEMENT OF INTERIOR CORNERS OF INTE- RIOR PLASTER. 3. ACCEPTABLE PRODUCTS: A. INRYCO - MILCOR "CORNER LATH "; B. WESTERN "CORNERITE." 2.5 OTHER MATERIALS A. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE ARCHITECT. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. 3.2 INSTALLATION OF METAL LATH A. GENERAL: 1. INSTALL WITH LONG DIMENSION RUNNING PERPENDICULAR TO SUPPORTS. 2. INSTALL RIB LATH WITH RIBS AGAINST SUPPORTS. 3. LAP DIAMOND MESH LATH A MINIMUM OF 3 MM (1/8 ") AT SIDES AND 25 MM (1") AT ENDS. 4. LAP RIB LATH BY NESTING SIDE RIBS AT SIDES. 5. LAP SHEET LATH AT SIDES BY NESTING OUTSIDE SEL- VAGES. 6. STAGGER END LAPS FROM ROW TO ROW. 7. LAP ENDS OVER SUPPORTS. B. AT RE- ENTRANT CORNERS: 1. BUTT LATH INTO CORNER. 2. APPLY THE SPECIFIED INTERIOR CORNER REINFORCEMENT OVER THE LATH. C. SECURING LATH TO SUPPORTS: 1. SPACE FASTENERS NOT MORE THAN 150 MM (6 ") APART. 2. ATTACH LATH TO SUPPORTS WITH 16 GAGE WIRE, SELF - TAPPING METAL SCREWS, OR OTHER FASTENERS AS APPRO- PRIATE AND AS APPROVED BY GOVERNMENTAL AGENCIES HAVING JURISDICTION. 3. DO NOT CONTINUE LATH ACROSS CONTROL JOINTS OR EXPANSION JOINTS. 3.3 INSTALLATION OF METAL ACCESSORIES A. GENERAL: 1. ATTACH TO SUPPORT USING WIRE TIES, GALVANIZED STAPLES, OR HARDENED CONCRETE NAILS AS REQUIRED TO PREVENT DISLODGING AND MISALIGNMENT DURING SUBSE- QUENT OPERATIONS. 2. FASTEN AT BOTH ENDS AND AT NOT MORE THAN 300 MM (12 ") CENTERS. 3. BRING GROUNDING EDGE OF ACCESSORIES TO TRUE LINES, PLUMB, LEVEL, AND STRAIGHT. 4. INSTALL ACCESSORIES TO PROVIDE REQUIRED DEPTH OF PLASTER, AND TO BRING SURFACES TO THE REQUIRED PLANE. 5. CONNECT LENGTHS OF ACCESSORIES AS RECOMMENDED BY THEIR MANUFACTURER TO SECURE A CONTINUOUS LINE. 6. ADHERE TO REQUIRED RADII AND PROVIDE UNIFORM CHANGES IN DIRECTION. 7. WHERE PLASTER ABUTS DISSIMILAR MATERIALS, TERMI- NATE THE PLASTER WITH THE SPECIFIED CASING BEADS. 8. INSTALL THE SPECIFIED CASING BEADS TO PROVIDE AT LEAST 3 MM (1/8 ") CLEARANCE BETWEEN STRUCTURAL UNITS AND THE TERMINATION OF PLASTER SURFACE. B. INTERIOR CORNER REINFORCEMENT: 1. DO NOT INSTALL: A. WHERE METAL LATH IS CONTINUED ONTO THE CON- VERGING SURFACE OF THE ANGLE 100 MM (4 ") OR MORE; B. WHERE NORMAL PLASTERED SURFACE MEETS SKIM - COATED PLASTERED SURFACE: C. WHERE JUNCTURE OF ABUTTING SURFACE IS DE- SIGNED TO REMAIN UNOBSTRUCTED. 2. FASTEN TO LATH ONLY, AND NOT TO STRUCTURAL FRAM- ING. C. OTHER ACCESSORIES: 1. WHERE ACCESS PANELS ARE PROVIDED UNDER OTHER SEC- TIONS FOR INSTALLATION UNDER THIS SECTION: A. COORDINATE AS NEEDED TO ASCERTAIN REQUIRED LOCATION AND ARRANGEMENT OF PANELS; B. INSTALL IN STRICT ACCORDANCE WITH THE RECOM- MENDATIONS OF THEIR MANUFACTURERS AND RE- QUIREMENTS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION. 2. WHERE OTHER ACCESSORIES ARE INDICATED ON THE DRAW- INGS OR REQUIRED FOR ANY OTHER REASON, COORDINATE LOCATION AND ARRANGEMENT WITH THE ARCHITECT PRIOR TO START OF THE INSTALLATION. SECTION 09255 - GYPSUM BOARD CONSTRUCTION PART 1.00 - GENERAL 1.01 WORK INCLUDED A. GYPSUM BOARD CONSTRUCTION INCLUDING METAL FRAMING, FOR INTERIOR WALLS, CEILINGS, SOFFITTS AND FURRING. B. ACCESS PANELS, INCLUDING INSTALLATION OF PANELS FURNISHED BY MECHANICAL & ELECTRICAL TRADES. C. SOUND INSULATION WHERE IN GYPSUM BOARD CONSTRUCTION. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. PAINTING: SECTION 09900. B. BACKING PLATES FOR PLUMBING FIXTURES: DIVISION NO. 15 C. FURNISHING ONLY, ACCESS PANELS REQUIRED FOR ACCESS TO MECHANICAL & ELECTRICAL EQUIPMENT: DIVISION NOS. 15 & 16. 1.03 QUALITY ASSURANCE A. REQUIREMENTS OF REGULATORY AGENCIES. 1. IN ADDITION TO COMPLYING WITH OTHER LEGAL REQUIREMENTS, COMPLY WITH: a. FIRE RATED CONSTRUCTIONS INDICATED ARE BASED UPON APPROVED SYSTEMS & MATERIALS BY USG. b. PROVIDE MATERIALS USED IN FIRE RATED PARTITIONS OF THE SAME MANUFACTURE AS THOSE USED IN THE TESTED, RATED & APPROVED PARTITION. 2. PRIOR TO START OF WORK, PROVIDE WRITTEN EVIDENCE OF ACCEPTANCE BY GOVERNING AGENCIES OF THE SYSTEMS PROPOSED FOR USE. B. REFERENCE SPECIFICATIONS AND STANDARDS: 1.04 SUBMITTALS 1. GA: 216 RECOMMENDED SPECIFICATIONS FOR THE APPLICATION & FINISHING OF GYPSUM BOARD. 2. ANSI: A97.2 INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE SCREW ATTACHED GYPSUM WALLBOARD & BACKING BOARD. a. IN CASE OF CONFLICT BETWEEN THESE SPECIFICATIONS & APPLICABLE LEGAL REQUIREMENTS OR THE ANSI STANDARDS, PROVIDE CONSTRUCTION WHICH CONFORMS TO THE MOST RESTRICTIVE REQUIREMENTS. 3. ASTM: C36 GYPSUM WALLBOARD. 4. ASTM: C442 GYPSUM BACKING BOARD. 5. ASTM: C475 JOINT TREATMENT MATERIALS FOR GYPSUM WALLBOARD CONSTRUCTION. 6. ASTM: C630 WATER - RESISTANT GYPSUM BACKING BOARD. 7. ASTM: C645 NON -LOAD (AXIAL) BEARING STEEL STUDS, RUNNERS (TRACK) & RIGID FURRING CHANNELS FOR SCREW APPLICATION OF GYPSUM BOARD. 8. ASTM: C646 STEEL DRILL SCREWS FOR THE APPLICATION OF GYPSUM SHEET MATERIAL TO LIGHT -GAGE STEEL STUDS. 9. ASTM: C665 MINERAL FIBER BLANKET THERMAL INSULATION FOR WOOD FRAME & LIGHT CONSTRUCTION BUILDINGS. 10. ASTM: E136 NONCOMBUSTIBILITY OF ELEMENTARY MATERIALS. A. PROCEDURE: IN ACCORD W[FH SECTION 01000. B. CERTIFICATES: FURNISH MANUFACTURER'S CERTIFICATION THAT MATERILS MEET OR EXCEED SPECIFICATION REQUIREMENTS. C. PRODUCT DATA: FURNISH MANUFACTURER'S PRINTED INSTRUCTIONS FOR INSTALLATION OF THE ASSEMBLIES. 1.05 PRODUCT HANDLING A. PROCEDURES: IN ACCORD WITH SECTION 01000, 01640. B. DELIVER FIRE RATED MATERIALS WITH TESTING LABELS & REQUIRED FIRE CLASSIFICATION NUMBERS ATTACHED & LEGIBLE. C. STORAGE: 1. STORE MATERIALS INSIDE UNDER COVER. STACK FLAT, OFF FLOOR. 2. STACK WALLBOARD SO THAT LONG LENGTHS ARE NOT OVER SHORT LENGTHS. 3. AVOID OVERLOADING FLOOR SYSTEM STORAGE AREAS. 4. STORE ADHESIVES, JOINT TREATMENT MATERIALS & SOUND ATTENUATION BLANKETS IN A DRY AREA. 1.06 PROJECT CONDITIONS A. ENVIRONMENTAL REQUIREMENTS: 1. TEMPERATURE: DURING COLD WEATHER, MAINTAIN TEMPERATURE RANGE BETWEEN 55 DEGREES F. TO 70 DEGREES F. FOR 24 HOURS BEFORE, DURING & AFTER GYPSUM WALLBOARD & JOINT TREATMENT APPLICATION. 2. VENTILATION: a. PROVIDE VENTILATION DURING & FOLLOWING ADHESIVE APPLICATION & JOINT TREATMENT. b. USE TEMPORARY AIR CIRCULATORS IN ENCLOSED AREAS LACKING NATURAL VENTILATION. e. UNDER SLOW DRYING CONDITIONS, ALLOW ADDITIONAL DRYING TIME BETWEEN COATS OF JOINT TREATMENT. d. PROTECT INSTALLED MATERIALS FROM DRAFTS DURING HOT, DRY WEATHER. 3. PROTECTION: PROTECT ADJACENT SURFACES AGAINST DAMAGE & STAINS. PART 2.00 - PRODUCTS 2.01 ACEPTABLE MANUFACTURERS A. GYPSUM WALLBOARD, METAL DRYWALL STUDS & ACCESSORIES: 1. UNITRD STATES GYPSUM CO. (USG) 2. GOLD BOND BUILDING PRODUCTS - DIVISION OF NATIONAL GYPSUM CO. 3. THE CELOTEX CO. 4, OTHER APPROVED EQUAL. B. INSULATION: 1. OWENS- CORNING FIBERGLAS 2. U.S. GYPSUM CO. 3. JOHNS- MANVILLE CO. 4. OTHER APPROVED EQUAL. 2.02 MATERIALS A. GYPSUM BOARD: 1 FIRE - RATED GYPSUM WALLBOARD- ASTM C63078. USE 4 FEET WIDE SHEETS WITH LONG TAPERED EDGE. THICKNESS SHALL BE 5/8". UNITED STATES GYPSUM CO. SHEETROCK W/R FIRECODE ° C" FOR FIRE RATED PANELS. SEAL ALL EXPOSED AND CUT EDGES PER MANUFACTURERS RECOMMENDATIONS. USE MOISTURE RESIS- TANT GYPSUM BOARD IN AREAS SPECIFIED ON THE PLANS. EACH SHEET SHALL BE MARKED BY THE MANUFACTURER INDICATING THE MOISTURE RESISTANT CAPA- BILITIES OF THE PRODUCT. 2. WATER- RESISTANT BOARD: ASTM C6,30, TYPE X; TAPERED EDGES, 5/8 IN. THICK B. METAL FRAMING (NON -LOAD BEARING): 1. STUDS: ASTM A446, GRADES A THRU F & GALVANIZED IN ACCORD WITH ASTM A525, G -60. PROVIDE STUDS, BRIDGING & TOP & BOTTOM STUD RUNNER TRACKS MADE WITH SAME TYPE STEEL. PROVIDE STUD RUNNER TRACKS MADE WITH SAME TYPE THICKNESS GAUGE AS STUDS WITH WHICH THEY ARE USED. EXCEPT WHERE MORE STRINGENT REQUIREMENTS MAY BE DETAILED ON THE DRAWINGS, PROVIDE STUDS IN ACCORD WITH THE FOLLOWING TABLE: CONDITION OF USE TOTAL WALL HEIGHT OF 14 FT. & LESS WITH WALL FINISH BOTH SIDES. TOTAL WALL HEIGHT OF 14 F. & LESS WITH WALL FINISH ONE SIDE ONLY. METAL THICKNESS 25 GAUGE 20 GAUGE a. PROVIDE PUNCHED "C" SHAPE STUDS OF SIZES INDICATED ON DRAWINGS FOR ALL CONDITIONS. IF STUD SIZES ARE NOT INDICATED ON DRAWINGS, PROVIDE 3 -5/8 IN. SIZE. PROVIDE UNPUNCHED CHANNEL -SHAPE TOP & BOTTOM STUD RUNNER TRACKS OF WIDTH NECESSARY TO ACCOMODATE STUDS. b. WHERE TRACK EXTENDS TO STRUCTURE ABOVE USE SUPERIOR NO. 53 FLEX TRACK AS MANUFACTURED BY PORTER ELECTRICAL DIVISION, H.K. PORTER CO., INC. PROVIDE SAME GAUGE & FINISH AS STUDS. 2. FURRING CHANNELS (HAT SECTION): ASTM C645. ROLL - FORMED FROM 26 GUAGE ELECTRO- GALVANIZED STEEL. PROVIDE MANUFACTURER'S CLIPS FOR ATTACHMENT TO RUNNER CHANNEL. 3. CHANNELS: 16 GUAGE COLD - ROLLED STEEL, GALVANIZED. PROVIDE 3/4 IN. FURRING & 1/2 IN. RUNNER CHANNELS. 4. HANGER AND TIE WIRE: SOFT ANNEALED, LOW CARBON STEEL WIRE ZINC - COATED. a. HANGER WIRE: MINIMUM 8 GUAGE. b. TIE WIRE: MINIMUM 18 GUAGE. 5. FASTENERS: a. SELF- DRILLING, SELF - TAPPINC, BUGLE HEAD, DRYWALL SCREWS, CONFORMING TO ASTM C646. (1) TYPE S FOR WALLBOARD TO SHEET METAL APPLICATION. 3/8" MIN. PENETRATION IN METAL FRAMING (2) TYPE G FOR WALLBOARD TO WALLBOARD APPLICATION. (3) TYPE W FOR WALLBOARD TO WOOD APPLICATION. 4) ACCESS PANELS: INRYCO /MILCOR, (414) 383 -4030; TYPE "M" WITH FLUSH SCREWDIRVER OPERATED LOCKS. a. IN GYPSUM DRYWALL AND CEILINGS USE PRIME COATED STEEL b. IN TILE FINISH WALLS AND "FRP" FINISH WALLS USE STAINLESS STEEL FRAMES b. LENGTH:FRAMES AND PANELS. (1) SINGLE LAYER OR BASE LAYER APPLICATION: (a) TYPE S: 1 IN. (b) TYPE W: 1-1/4 IN. (2) FACE LAYER OF TWO LAYER APPLICATION: (a) TYPE S: 1 -5/8 IN. (b) type w: 1 -5/8 IN. (3) WALLBOARD TO WALLBOARD IN MULTI -PLY APPLICATION: TYPE G. 1-1/2 IN. c. FIRE RATED APPLICATION CONSTRUCTION: TYPE & LENGTH TO COMPLY WITH LEGAL REQUIREMENTS. C. JOINT TREATMENT: ASTM C475. JOINT REINFORCING TAPE, JOINT ADHESIVE, METAL CORNER BEADS & METAL EDGE TRIM. 1. METAL CORNER BEADS AND TRIM: 30 GUAGE MINIMUM HOT -DIP GALVANIZED STEEL WITH METAL WINGS APPROXIMATELY 1 -1/4 IN. WIDE. D. ADHESIVES FOR APPLICATION OF GYPSUM WALLBOARD: 1. GENERAL USE: TYPE RECOMMENDED BY THE MANUFACTURER OF THE WALLBOARD USED. 2. FIRE -RATED CONSTRUCTION: TYPE AS APPROVED BY GOVERNING AGENCIES. 3. SOUND REDUCTION CONSTRUCTION: TYPE REQUIRED TO MEET SOUND RATING REQUIREMENTS. E. SOUND ATTENUATION BLANKETS: 1. ASTM C665, TYPE I (UNFACED), MINERAL FIBER BLANKETS. 2. PROVIDE 2 IN. THICK BLANKETS UNLESS OTHERWISE INDICATED. 3. RATED NONCOMBUSTIBLE IN ACCORD WITH ASTM E136. F. ACOUSTICAL TAPE: CLOSED CELL, SELF - ADHESIVE PVC FOAM TYPE, 1/8 IN. THICK X 1 IN. WIDE. EQUIVALENT TO NORSEAL V -730 BY NORTON CO. TAPE DIV. G. ACOUSTICAL SEALANT: NON- DRYING, NON- HARDENING, PERMANENTLY FLEXIBLE, SYNTHETIC RUBBER -BASED PRODUCT EQUIVALENT TO: 1. SOUNDCAULK 101 BY PARR, INC. 2. TREMCO ACOUSTICAL BY TREMCO MFG. CO. 3. USG ACOUSTICAL SEALANT BY UNITED STATES GYPSUM CO. H. ACCESS DOORS AND PANELS: 1. FACTORY PRIME COATED STEEL FLUSH SCREWDRIVER OPERATED 2. UNLESS OTHERWISE INDICATED, STYLE DW. DOOR & FRAME ASSEMBLY, STANDARD CAM LATCH & FITTED WITH FLUSH HINGES. 24 IN. BY 24 IN., INRYCO'S MILCOR PART 3.00 - EXECUTION 3.01 INSPECTION A. EXAMINE SURFACES SCHEDULED TO RECEIVE GYPSUM BOARD CONSTRUCTION FOR CONDITIONS THAT WILL ADVERSELY AFFECT EXECUTION, PERMANENCE & QUALITY OF WORK. B. DO NOT PROCEED WITH WORK UNTIL UNSATIFACTORY CONDITIONS HAVE BEEN CORRECTED. 3.02 FRAMING SYSTEM INSTALLATION A. STEEL STUD FRAMING (NON -LOAD BEARING) 1. LAYOUT PARTITION LOCATIONS ACCURATELY IN ACCORD WITH DRAWINGS. ALIGN RUNNER TRACKS TO PARTITION LAYOUT AT FLOOR, CEILING OR TO STRUCTURE ABOVE. ANCHOR TO ADJOINING CONSTRUCTION AS FOLLOWS: a. STUD TRACK ON CONCRETE FLOOR: SECURE TRACK TO SLAB WITH 9/64 IN. DIAMETER LOW VELOCITY POWDER ACTUATED DRIVE PINS EQUIVALENT TO RAMSET NO. 1508 WITH 7/8 IN. MINIMUM PENETRATION INTO CONCRETE. SPACE ANCHORS WITHIN 6 IN. OF ENDS OF EACH TRACK SEGMENT & AT 32 IN. O.C. MAXIMUM. b. STUD TRACK TO SUSPENDED CEILING FRAMING: ANCHOR TO METAL FRAMING MEMBERS WITH 5/16 IN. DIAMETER BOLTS WITH NUTS & WASHERS. SPACE ANCHORS WITHIN 6 IN. OF ENDS OF EACH TRACK SEGMENT & AT 32 IN. O.C. MAXIMUM, AS REQUIRED TO CONNECT TO FRAMING MEMBER SPACING. (1) WHERE CONDITIONS PERMIT, ANCHORAGES MAY BE MADE TO FRAMING WITH NO. 10 SELF - DRILLING, SELF- TAPPING SHEET METAL SCREWS. 2. POSITION STUDS VERTICALLY & PLUMB IN RUNNER TRACKS. ATTACH STUDS TO RUNNER TRACKS AT TOP & BOTTOM WITH ONE NO. 8 SELF - DRILLING, SELF- TAPPING SCREW THROUGH EACH FLANGE OF STUD & TRACK. SPACE AS INDICATED ON DRAWINGS, EXCEPT DO NOT EXCEED THE FOLLOWING: a. 16 IN. O.C. FOR 5/8 IN. BOARD. b. AT CERAMIC TILE: 12 IN. D.C. FOR SINGLE PLY, 16 IN. O.C. FOR TWO PLY CONSTRUCTION. 3. ANCHOR STUDS ADJACENT TO DOOR & WINDOW FRAMES, PARTITION INTERSECTIONS & CORNERS TO RUNNER FLANGES WITH SCREWS AT EACH STUD & TRACK FLANGE. 4. WHERE NECESSARY, SPLICE STUD WITH MUNIMUM 8 IN. NESTED LAP, WITH ONE SCREW PER STUD FLANGE. 5. FORM CORNERS & INTERSECTIONS WITH 3 STUDS. PE .3E°!FD CETY OF TuK FIP NOV 0 / 11.? .; l L €' i Cw &T R PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS. DESIGNS. SKETCHES, IDEAS. ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECTS WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. INC. & VIGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER. AND NOT FOR OTHER RELATED. IMPLIED, QR FUTURF WORK(S) OR PROJECTS) • REVISIONS: • REV. A A A A A A A • 1ST 2ND 3RD 4TH 5TH DATE ISSUE DATE: • O ARCHITECT • • PROJECT: • DESCRIPTION BY VIGEN ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Clive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4- 08 -D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO ESE USED ONLY FOR THE PROJECT LOCATED ABOVE. REGIS ARC - EO EGT tti MEN SHINGTON PLAN CHECK RESUBMITTAL 11/05/07 C. D. 6. LOCATE STUD WITHIN 2 IN. MAXIMUM FROM ALL ABUTTING PARTITION, PARTITION CORNERS & OTHER CONSTRUCTION. a. b. c. d. PROVIDE TWO STUDS (WEB TO WEB) AT EACH DOOR & WINDOW FRAME & EACH CASED OPENING, EXTENDING FROM FLOOR TO STRUCTURE ABOVE. SECURELY ATTACH TO EACH OTHER & TO TRACK WITH SCREWS. ANCHOR STUDS SECURELY TO JAMB & HEAD ANCHOR CLIPS OF EACH DOOR & WINDOW FRAME BY BOLT OR SCREW ATTACHMENTS WITH SCREWS. PROVIDE HEADER (RUNNER TRACK), USING A MITERED HEAD SPLICE, AT HEAD OF OPENINGS & FASTEN TO ADJACENT VERTICAL STUDS WITH SCREW. POSITION AT VERTICAL JOINTS OVER OPENING FRAME, AN ADDITIONAL CUT -TO- LENGTH STUD EXTENDING FROM OPENING FRAME HEADER TO CEILING RUNNER. e. CUT NON- BEARING STUDS 1/2 IN. SHORT OF OVERHEAD STRUCTURAL ELEMENTS TO PERMIT DEFLECTION. 7. BRACE ALL CHASE WALL PARTITIONS & METAL STUD PARTITIONS WHICH RECEIVE GYPSUM WALLBOARD ON ONE SIDE ONLY. BRACE UNFINISHED STUD HORIZONTALLY AT 4 FT. MAXIMUM O.C., as follows: a. 12 DEEP 5/8 IN. THICK GYPSUM BOARD, ATTACHED WITH THREE SCREWS IN EACH STUD WEB. b. STUD OR RUNNER TRACK WITH BRACE WEB SCREWED TO STUD WEB. B. BACKING PLATES: PROVIDE 16 GUAGE PLATE DRYWALL STUDS INSTALLED HORIZONTALLY & SECURELY IN PLACE BETWEEN WALL STUDS TO PROVIDE SURFACE AREA REQUIRED FOR ATTACHMENT OF FURNITURE, EQUIPMENT & ACCESSDORIES. VERTICAL FURRING: 1. DIRECT ATTACHMENT TO MASONARY & CONCRETE: a. ATTACH FURRING MEMBERS EITHER VERTICALLY OR HORIZONTALLY. b. INSTALL HORIZONTAL FURRING NOT MORE THAN 4 IN. FROM FLOOR & CEILING. c. SECURE FURRING MEMBERS WITH SCREW FASTENERS THROUGH FLANGES. d. SPACE AS SPECIFIED FOR STEEL STUD FRAMING. 2. FREE STANDING VERTICAL FURRING: AS SPECIFIED FOR STEEL STUDS. ATTACHMENT OF SUSPENSION WIRES TO STRUCTURAL ELEMENTS: 1. METAL DECKS: DOUBLE- WRAP -TIE EACH HANGER SUSPENSION WIRE TO A 16 IN. LENGTH OF NO. 4 (1/2 IN. DIA.) STEEL REINFORCING BAR & DROP WIRE THROUGH ACCURATELY SPACED DRILLED OR PUNCHED HOLES IN METAL DECKING. ALIGN LENGTH OF REINFORCING BARS ACRODD FLUTES OF DECKING. 2. CONCRETE SLABS: INSTALL LOOPED OR PIGTAIL (CORKSCREW) TYPE HANGER SUSPENSION WIRES THROUGH ACCURATELY SPACED DRILLED HOLES IN SLAB FORMWORK. ASSURE THAT LOOP OR PIGTAIL IS STANDING VERTICAL BEFORE CONCRETE IS PLACED. 3. WOOD FRAMING: DOUBLE -WRAP PREFORMED EYELET TYPE SUSPENSION WIRES AROUND FRAMING MEMBERS & SECURE WITH A 10d NAIL THROUGH EACH EYELET OR DOUBLE -WRAP STRAIGHT WIRES AROUND FRAMING MEMBERS & TIE WITH THREE TWISTS OF WIRE AROUND ITSELF. E. SUSPENDED OR FURRED CEILINGS, 1. SPACE HANGERS AT 3 FT. O.C. ABOVE THE 1-1/2 IN. MAIN RUNNER CHANNELS SPACED AT 4 FT. O.C. 2. PROPERLY POSITION, LEVEL & SADDLE TIE HANGERS ALONG RUNNERS. 3. SPACE GYPSUM BOARD FURRING CHANNELS AT 16 IN. O.C. & SECURELY CLIP OR SADDLE TIE WITH TWO STRANDS OF TIE WIRE TO MAIN RUNNERS. PROVIDE END SPLICES BY NESTING CHANNELS NO LESS THAN 8 IN. SECURELY WIRE TIE. 4. REINFORCE GRILLAGE AT LIGHTS OR OTHER OPENINGS THAT INTERRUPT 5. DUCT INTERFERENCE: WHERE WIDE AIR CONDITIONING DUCTS ABOVE GYPSUM BOARD CEILINGS INTERFERE WITH SUSPENSION HANGERS, PROVIDE INDEPENDENT FRAMING BELOW DUCTWORK TO SUPPORT THE CEILING. 3.03 GYPSUM BOARD APPLICATION A. GENERAL a. SPACE MAIN RUNNER CHANNELS WITHIN 6 IN. OF ADJACENT WALLS TO SUPPORT ENDS OF THE FURRING CHANNELS. DO NOT CONTACT ABUTTING MASONARY OR CONCRETE WALLS. THE MAIN RUNNER OR FURRING CHANNELS WITH 3/4 IN. COLD ROLLED CHANNELS WIRE TIED ATOP & PARALLEL TO MAIN RUNNER CHANNEL. a. SUPPORT FRAMING FROM FLOOR OR ROOF STRUCTURE ABOVE. DO NOT ATTACH FRAMING TO DUCTWORK. INDICATE LAYOUT & DETAILS OF CONSTRUCTION & ATTACHMENT ON SHOP DRAWINGS. 1 FRAMING MEMBERS: EXAMINE ALL SURFACES TO RECEIVE GYPSUM BOARD. MAKE THAT FRAMING IS PLUMB & TRUE. a. THE FASTENING SURFACE OF ANY FRAMING OR FURRING MEMBER SHALL NOT VARY MORE THAN 1/8 IN. FROM THE PLANE OF THE FACES OF ADJACENT FRAMING OR FURRING MEMBERS. 2. CUTTING: CUT GYPSUM BOARD BY SCORING OR BY SAWING, WORKING FROM THE FACE SIDE. WHEN CUTTING BY SCORING, CUT THE FACE PAPER WITH A KNIFE. a. SNAP BOARD BACK AWAY FROM THE CUT FACE. THE BACK PAPER MAY BE BROKEN BY SNAPPING THE GYPSUM BOARD IN THE REVERSE DIRECTION OR THE BACK PAPER CAN BE CUT. b. SAND ALL CUT EDGED & ENDS TO OBTAIN FLUSH JOINING WHEN GYPSUM BOARD 15 ERECTED. c. SCORE CUT -OUTS FOR SMALL OPENINGS IN GYPSUM BOARD IN OUTLINE ON THE FACE & BACK BEFORE KNOCKING OUT OR CUT OUT WITH A SAW OR OTHER SUITABLE TOOL. OPENINGS SHALL NOT BE MADE BY PUNCHING. d. NEATLY CUT GYPSUM BOARD TO FIT AROUND ALL OUTLETS & SWITCH BOXES. SCRIBE & CUT GYPSUM BOARD TO CLOSELY FIT PROJECTING SURFACES. B. APPLICATION: 1. APPLY SINGLE -LAYER GYPSUM BOARD WITH LONG DIMENSION VERTICAL & PARALLEL TO FRAMING MEMBERS. LOCATE ABUTTING ENDS & EDGES CENTERED OVER FRAMING MEMBERS. 0. SCREW SPACING: SPACE SCREWS AT MAXIMUM OF 8 IN. O.C. AROUND THE PERIMETER & 12 IN. O.C. ON THE INTERMEDIATE STUDS. 2. TWO -LAYER GYPSUM BOARD CONSTRUCTION: APPLY BASE LAYER WITH LONG DIMENSION VERTICAL & PARALLEL TO FRAMING MEMBERS AS SPECIFIED FOR SINGLE -LAYER APPLICATION ABOVE. STAGGER JOINTS FROM LAYER TO LAYER. F:\Dwg \Panda Express \VH702.020_South Center Squarc_Tukwila WA\s408d1677_SP- 7P.dwg, 8/29/2007 4:58:18 PM, Michelleh, Michelleh 3. PROVIDE GYPSUM BOARD OF THE MAXIMUM PRACTICAL LENGTH TO MINIMIZE END JOINTS. MAKE ALL END JOINTS NEATLY FITTED & STAGGERED. ARRANGE JOINTS ON OPPOSITE SIDES OF THE PARTITION TO OCCUR ON DIFFERENT STUDS. a. AT DOOR OPENINGS, CUT GYPSUM BOARD 50 THAT JOINTS DO NOT OCCUR WITHIN 12 IN. OF THE UPPER CORNERS OF DOOR OPENING. 4, INSTALL, TREAT JOINTS & SEAL MOISTURE-RESISTANT GYPSUM BOARD BACKING IN ACORD WITH REFERENCE SPECIFICATIONS GA -216. C. METAL TRIM: INSTALL SECURELY, PLUMB & TRUE IN ACCORD WITH MANUFACTURER'S INSTRUCTIONS. D. SOUND REDUCTION CONSTRUCTION: 1. SOUND INSULATION: PROVIDE SOUND INSULATION IN INTERIOR PARTITIONS AT LOCATIONS INDICATED ON DRAWINGS. 2, CAULKING: INSTALL CONTINUOUS BEADS OF ACOUSTICAL SEALANT TO PRODUCE AN AIR TIGHT SOUND SEAL AT INTERSECTIONS OF ALL PARTITIONS WITH FLOORS, CEILINGS, WALLS, COLUMNS & OTHER ABUTTING CONSTRUCTION SO THAT THE ENTIRE PERIMETERIS SEALED. 3. ALL MATERIALS USED IN SOUND RATED PARTITIONS SHALL BE OF THE SAME MANUFACTURE AS THAT USED IN THE TESTED, RATED & APPROVED PARTITION. 3.04 JOINT TREATMENT A. GENERAL 1, INSPECT GYPSUM BOARD INSTALLATION PRIOR TO APPLYING JOINT TREATMENT. CORRECT ALL DEFECTS BEFORE PROCEEDING. 2. TAPING AND FINISHING COMPOUNDS: PREPARE & MIX IN ACCORD WITH MANUFACTURER'S PRINTED DIRECTIONS. 3. EXPOSED SURFACES OF GYPSUM BOARD IN PLACE SHALL BE FULLY ACCEPTABLE FOR APPLICATION OF DEFERRED FINISHES TO PROVIDE COMPLETED WORK FREE OF FLAWS, WITH FASTENERS RECESSED & JOINTS INVISIBLE. B. TREATMENT: 3.05 ACCESS PANELS 3.06 ADJUST AND CLEAN a. ADHESIVE APPLY THE FACE SAME DIRECTION AS BASE LAYER WITH VERTICAL JOINTS OFFSET FROM ONE STUD SPACING FROM BASE LAYER JOINTS & STAGGERED ON OPPOSITE SIDES OF THE PARTITION. a. AFTER BASE COURSE IS INSTALLED ON ONE SIDE OF PARTITION & BEFORE THE OTHER SIDE 15 CLOSED -IN, SPOT STAPLE THE SPECIFIED SOUND INSULATION BLANKETS TO BACKSIDE OF WALLBOARD, FITTING SNUGLY TO STUDS & RUNNERS & ALL AROUND PROJECTIONS. FILL ALL VOIDS. b. PROVIDE SUFFICIENT FASTENINGS TO PREVENT BLANKETS FROM LOOSENING OR SAGGING. a. FOR SINGLE LAYER GYPSUM BOARD CONSTRUCTION, APPLY TWO CONTINUOUS BEADS OF CAULKING: ONE ON EACH SIDE OF THE PARTITION. b. FOR TWO -LAYER GYPSUM BOARD CONSTRUCTION, APPLY FOUR CONTINUOUS BEADS OF CAULKING: TWO ON EACH SIDE OF THE PARTITION. c. BUTTER BACKS OF ELECTRICAL BOXES & SIMILAR APPURTENANCES IN GYPSUM PARTITIONS WITH SEALANT & SEAL THE FULL PERIMETER. 1. SPREAD JOINT COMPOUND EVENLY OVER ALL JOINTS USING A SUITABLE TOOL. FILL ALL SCREW DEPRESSIONS & METAL TRIM. 2. CENTER REINFORCING TAPE ON JOINT & PRESS INTO FRESH COMPOUND. a. WIPE DOWN WITH SUFFICIENT PRESSURE TO REMOVE EXCESS COMPOUND & LEAVE SUFFICIENT COMPOUND UNDER TAPE FOR PROPER BOND & FEATHERING, WITH SURFACE FREE FROM BLISTERS & TAPE WRINKLES. ALLOW TO DRY. 3. FOLD REINFORCING TAPE ALONG CENTER 7 APPLY TO INTERIOR ANGLE, FOLLOWING PROCEDURE SPECIFIED ABOVE FOR JOINTS. 4. LIGHTLY SAND THE DRY COMPOUND WITH FINE SANDPAPER BETWEEN COATS TO REMOVE IRREGULARITIES. 5. APPLY SECOND COAT OF TAPING COMPOUND OVER JOINTS, FEATHERING APPROXIMATELY 3 IN. BEYOND EDGES OF TAPE. APPLY A SECOND TO SCREW HEADS, LEAVING FLUSH WITH WALLBOARD SURFACES. 6. AFTER SANDING SECOND COAT, APPLY FINAL SKIM COAT FEATHERING OUT APPROXIMATELY 2 IN. BEYOND SECOND COAT. APPLY A THIRD COAT TO ALL SCREW DEPRESSIONS & METAL TRIM. SKIM -COAT ALL INTERIOR ANGLES. 7. AFTER DRYING, SAND LIGHTLY ALL SURFACES, USING CAUTION NOT TO DAMAGE THE FACE PAPER OF THE GYPSUM BOARD. A. INSTALL ALL ACCESS DOORS & PANELS WHICH OCCUR IN GYPSUM WALLBOARD PARTITIONS: 1. PANELS FOR PURPOSES OTHER THAN ACCESS TO MECHANICAL & ELECTRICAL EQUIPMENT ARE A PART OF THE WORK OF THIS SECTION. 2. ACCESS PANELS FOR ACCESS TO ELECTRICAL OR MECHANICAL CONTROLS WHICH OOCUR IN PARTITIONS OR FURRING OF GYPSUM BOARD CONSTRUCTION WILL BE FURNISHED TO THE JOB SITE BY THE TRADE INVOLVED, FOR INSTALLATION UNDER THIS SECTION. a. LOCATE PANELS WHERE DIRECTED. INSTALL PLUMB OR LEVEL & SQUARE WITH ADJACENT CONSTRUCTION. b. REFER TO THE MECHANICAL & ELECTRICAL DRAWINGS & SPECIFICATIONS FOR REQUIREMENTS CONTAINED THEREIN PERTAINING TO THIS WORK. A. FILL CRACKS WITH FINISH COMPOUND & FINISH SMOOTH & FLUSH ADJACENT SURFACES. SECTION 09300 - TILE PART 1.00 - GENERAL 1.01 WORK INCLUDED CERAMIC TILE, SLATE TILE 1.02 RELATED WORK SPECIFIED ELSEWHERE A. JOINT SEALER: SECTION 07900. B. SCRATCH COAT FOR BASE TILE: SECTION 09220. 1.03 QUALITY ASSURANCE A. REFERENCE SPECIFIECATIONS AND STANDARDS: 1. ANSI A137.1: AMERICAN NATIONAL STANDARD FOR CERAMIC TILE_ B. ALLOWABLE TOLERANCES: LEVEL OR PLUMB WITHIN 1/8 IN. OF TRUE PLANE IN 8 FT. 1.04 SUBMITTALS A. PROCEDURE: SUBMIT IN ACCORD WITH SECTION 01000, 01340. B. SAMPLES: 1. TILE: EACH SIZE, COLOR & TEXTURE. 2. TRIM SHAPES & BASES: EACH COLOR, TYPE & SHAPE. 3. GROUT EACH & COLOR. 4. SHOP DRAWINGS: INDICATE TILE LAYOUT, PATTERNS, COLOR ARRANGEMENT, PERIMETER CONDITIONS, JUNCTIONS WITH DISSIMILAR MATERIALS, CONTROL AND EXPANSION JOINTS, AND SEIIING DETAILS 1.05 PRODUCT HANDLING A. PROCEDURES: IN ACCORD WITH SECTION 01000, 01640. B. TILE CARTONS GRADE - SEALED BY MANUFACTURER IN ACCORD WITH ANSI A137,1 GRADE -SEALS UNBROKEN. THE PAPER COLOR FOR "STANDARD" GRADE LABELS I5 BLUE. C. LABELS ON MANUFACTURED GROUTS CERTIFYING COMPLIANCE WITH REFERENCED STANDARD. 1.06 PROJECT CONDITIONS PART 2.00 - PRODUCTS 2.01 MATERIALS A. TILE: B. REINFORCING MESH: 2 "X2" (50MMX5OMM) SIZE WEAVE OF 1 6 WIRE SIZE; WELDED FABRIC, GALVANIZED C. METAL LATH: ASTM C847 FLAT DIAMOND MESH, WEIGHT TO SUIT APPLICATION, GALVANIZED FINISH. E. GROUT: CONFORM WITH ANSI A118.6. F. CLEANER: NS LOW FOAM BY BRUIN & CO., INC. OR EQUIVALENT. G. NEUTRALIZER: FLOOR NEUTRALIZER BY BRUIN & CO., INC. OR EQUIVALENT. H. SEALER: SEAL COAT 350 VOC COMPLIANT SEAL BY BRUIN & CO., INC. OR EQUIVALENT. PART 3.00 - EXECUTION 3.01 INSPECTION A. EXAMINE SURFACES WHICH WILL RECEIVE SEI PING BED, TILE & ACCESSORIES. 1. DO NOT PROCEED WITH WORK UNTIL DEFECTS OR CONDITIONS WHICH WOULD ADVERSELY AFFECT QUALITY, EXECUTION & PERMANENCE OF FINISHED TILE WORK HAVE BEEN CORRECTED. B. C. PROTECTION: PROTECT ADJACENT SURFACES PRIOR TO BEGINNING TILE WORK. 3.02 INSTALLATION A. 2. TILE COUNCIL OF AMERICA (TCA) 3. ASTM C847 - STANDARD SPECIFICATION FOR METAL LATH, 3. ASTM C629 -99 - STANDARD SPECIFICATION FOR SLATE DIMENSION STONE A. ENVIRONMENTAL: SET & GROUT TILE WHEN TEMPERATURE 15 50 DEGREES F. MINIMUM, & RISING. B. PROTECTION: PROTECT ADJACENT WORK SURFACES DURING TILE WORK. CLOSE ROOMS OR SPACES TO TRAFFIC OF ALL TYPES UNTIL MORTAR & GROUT HAVE SET. 1. STANDARD SLATE TILES: ANSI A137.1 GRADE 53 OR BETTER a. PRODUCT: 3/8" THICK BY MONIER TILE CO. OR APPROVED EQUAL. 1. REFER TO PLAN FOR EXACT COLOR 2. WEIGHT: 10.5 LB. PER S.F. 2. STANDARD TILES: UNGLAZED CERAMIC TILE 1. REFER TO PLAN FOR EXACT COLOR 1. TYPICAL: WATER CLEANABLE, 100% SOLIDS EPDXY, "STAINPROOF" GROUT, CONFORMING TO ANSI A118.3 SEE FINISH SCHEDULE FOR MANUFACTURER & COLOR. 2. MAXIMUM DEVIATIONS OF SUBSTRATE SURFACES. a. SUB -FLOOR SURFACE: 1/4 IN. IN 10 FT. b. VERTICAL SURFACES: 1/4 IN. IN 8 FT. c. FRAMING: 1/8 IN. IN 10 FT. CONDITION OF SURFACES TO RECEIVE TILE: 1. ASSURE THAT SURFACES TO RECEIVE MORTAR SLIIING BED & TILE ARE FIRM, DRY & CLEAN. 2. VERIFY THAT GROUNDS, ANCHORS, PLUGS, HANGERS, RECESS FRAMES, BUCKS & ELECTRICAL WORK IN OR BEHIND TILE HAS BEEN INSTALLED BEFORE PROCEEDING WITH TILE WORK. COMPLY WITH MATERIAL MANUFACTURER'S INSTRUCTIONS & INSTRUCTIONS & TILE COUNCIL OF AMERICA (TCA) - HANDBOOK FOR CERAMIC TILE & GROUT INSTALLATION. C. GENERAL: DO NOT USE TILE & TRIM WITH CHIPS, CRACKS, VOIDS, STAINS, OR OTHER DEFECTS WHICH MIGHT BE VISIBLE IN THE FINISHED WORK. D. E. F. G. SET TILES IN UNIFORM JOINT WIDTH OF 1/8 IN. MAXIMUM; SQUARE, PLUMB & LEVEL JOINTS; ALIGN VERTICALLY & HORIZONTALLY. H. SET TILES TO FORM FLUSH PLANE WITH NO TWO CONTIGUOUS TILES OUT OF FLATNESS BY MORE THAN 1/32 IN. I. SOUND TILE AFTER SLIIING; REMOVE & REPLACE HOLLOW SOUNDING TILES. J. GROUTING: GROUT JOINTS AS SOON AS POSSIBLE AFTER INITIAL SET OF SETTING BED; FORCE GROUNT INTO JOINTS, STRIKE FLUSH, & TOOL SLIGHTLY CONCAVE; COMPLY WITH GROUT MANUFACTURER'S RECOMMENDATIONS. K. PREVENT GROUT COLOR FROM STAINING FACE OF TILES WITHOUT DAMAGING TILE OR ADJACENT CONSTRUCTION. L. PROVIDE PROPER TEMPERATURE & HUMIDITY CONDITIONS FOR CURING. 3.03 CLEANING A. AFTER COMPLETION OF SETTING & GROUTING, THOROUGHLY SPONGE & WASH TILE. FINALLY, POLISH GLAZED TILE CLEAN DRY CLOTHS. B. ACID CLEANING: 3.04 CURING LAY TILE UNITS IN PATTERNS SHOWN ON DRAWINGS; ALIGN UNITS SQUARE, PARALLEL & STRAIGHT. WHEN CUTTING IS REQUIRED, GRIND EDGES SMOOTH. ACCURATELY CUT UNIT AROUND WORK & OTHER TRADES SO BRACKET ESCUTCHEONS & OTHER COVERINGS COMPLETELY COVER TILE EDGES. FIRMLY EMBED TILE UNITS IN SETTING MATERIAL WITH FINISHED SURFACES EROUGHT TO A TRUE PLANE; "BACKBUTTER" TILES AT HORIZONTAL SURFACES. 1. DO NOT USE ACID OR ACID CLEANERS TO CLEAN GLAZED TILE. 2. ACID CLEANING OF UNGLAZED TILE, IF REQUIRED, MAY BE DONE 10 DAYS AFTER SETTING IN ACCORD WITH ANSI A108.1. a. PROTECT ALL ADJACENT SURFACES FROM DAMAGE. A. DAMP CURE ALL TILE INSTALLATIONS, INCLUDING PORTLAND CEMENT GROUTS. 3.05 SEALING OF FLOOR GROUT JOINTS A. SEAL ALL FLOOR GROUT JOINTS WITH SPECIFIED "PENETRATING SEALER" IN ACCORD WITH MANUFACTURER'S RECOMMENDATIONS. B. IF THERE QUESTIONS REGARDING APPLICATION OR OTHER PROCEDURES, TELEPHONE MANUFACTURER DIRECT AT TELEPHONE NUMBER PRINTED ON MATERIAL CONTAINER. SECTION 09900 - PAINTING PART 1.00 -- GENERAL 1.01 WORK INCLUDED 1.02 RELATED WORK SPECIFIED ELSEWHERE 1.03 ITEMS NOT TO BE PAINTED A. B. C. D. E. 1.04 QUALITY ASSURANCE B. 1. NOTE: "PENETRATING SEALER" MUST BE REMOVED FROM TILE SURFACES BEFORE IT DRIES, OTHERWISE IT WILL DISCOLOR TILES. FINISHING SYSTEMS: A. IN GENERAL,IT IS THE INTENT TO OBTAIN PAINTERS FINISHES OVER ALL INTERIOR SURFACES WHICH ARE EXPOSED TO VIEW OR REQUIRE PROTECTION FROM THE ELEMENTS. 1. NOTE: SOME SURFACE PREPARATION & PAINTING SYSTEMS DESCRIBED IN THIS SECTION MAY NOT BE INCLUDED WITHIN THE SCOPE OF PROJECT WORK. B. EXCEPT AS SPECIFIED ELSEWHERE, WORK INCLUDES, BUT IS NOT NECESSARILY LIMITED TO PAINTING OR FINISHING ALL OF THE FOLLOWING: (SEE SHEET A2.1 FOR PAINT SCHEDULE) 1. INTERIOR DOORS. 2. INTERIOR GYPSUM BOARD. 3. INTERIOR FINISH WOOD (MILLWORK). 4. INTERIOR METAL WORK, INCLUDING HOLLOW METAL DOORS 7 FRAMES, EXPOSED ELECTRICAL PANELBOARDS, STEEL STAIRS, LADDERS, HANDRAILS & PLATFORMS. 5. EXPOSED STRUCTURAL STEEL FRAMING. A. PRIMING OF MISCELLANEOUS METALS: SECTION 05505. B. PRIMING OG HOLLOW METAL DOORS AND FRAMES: SECTION 08105. FINISH HARDWARE, EXCEPT PROME COATED ITEMS. NON - FERROUS METALS, UNLESS OTHERWISE SPECIFIED. FACTORY BAKED -ON FINISHES. PLATED AND ANODIZED SURFACES. LIGHTING FIXTURES. A REQIUREMENTS OF REGULATORY AGENCIES: 1. IN ADDITION TO COMPLYING WITH OTHER LEGAL REQUIREMENTS, COMPLY WITH: a. CONSUMER PRODUCTS SAFETY ACT (CPSA), 16 CFR PART 1303 - BAN OF LEAD CONTAINING PAINT AND CERTAIN CONSUMER PRODUCTS BEARING LEAD CONTAINING PAINT. 1. UNLESS OTHERWISE SPECIFIED, USE PRODUCTS & SYSTEM OF ONE MANUFACTURER THROUGHOUT THE PROJECT. 2. APPLY EACH COAT OF OPAQUE PAINT WITH A SLIGHTLY DIFFERENT TINT FROM THE FINISH COLOR, 50 THAT EACH COAT MAY BE IDENTIFIED DURING INSPECTION. RECEVED are. . CF TUKw A NOV 0 7 2001 PbEittrill PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS, DESIGNS, SKETCHES. IDEAS. ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECT'S WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. INC. & VIGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER. AND NOT FOR OTHER RELATED. IMPLIED. OR FUTURE WORK(S) OR PROJFCT(S) e REVISIONS: r REV A A A A A A A 1ST 2ND 3RD 4TH 5Th DATE O ARCHITECT ■ • PROJECT: O DESCRIPTION • ISSUE DATE: • VIGEN BY ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4- 08 -D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. SHEET NO. SPECIFICATIONS VIGEN F WASHINGTON PLAN CHECK RESUBMITTAL 11/05/07 1.06 SUBMITTALS 3. OBTAIN OWNER'S APPROVAL FOR EACH COAT PRIOR TO APPLYING FUTHER COATS. 4. REFLECTANCE OF PAINT: DETERMINE THE DEGREE OF GLOSS OR FLATNESS ON THE PAINTED SURFACES BY SPECULAR REFLECTANCE OR GLOSS METER READINGS ON A SCALE OF 100 USING "METHOD OF TEST FOR SPECULAR GLOSS ", ASTM D523, WITHIN THE FOLLOWING RANGES: a. GLOSS b. SEMI -GLOSS c. EGGSHELL d. FLAT 75 -100 45 -75 15 -30 1 -10 C. PAINT FORMULATION: ALL PAINT MATERIALS SUBJECT TO MILDEW SHALL BE DESIGNED TO HAVE ANTI- MILDEW AGENTS INCORPORATED INTO THE FORMULATION. THIS REQIUIREMENT APPLIES TO BOTH INTERIOR & EXTERIOR MATERIALS, IN ADDITION, INCLUDE CAREFULLY BALANCED ULTRAVIOLET INHIBITORS FOR EXTERIOR MATERIALS. A. PROCEDURE: INACCORD WITH SECTION 01000. B. MATERIAL LIST: SUBMIT A COMPLETE LIST OF PROPOSED MATERIALS TO ARCHITECT FOR APPROVAL, INCLUDING SEALERS, PRIMERS & STAINS. 1. IDENTIFY EACH MATERIAL BY MANUFACTURER'S NAME, PRODUCT NAME & NUMBER & TYPE OF SURFACES TO RECEIVE INDIVIDUAL FINISHES. C. CERTIFICATION: PROVIDE EACH SHIPMENT OF MATERIALS DELIVERED TO THE JOB SITE WITH AN AFFIDAVIT FROM THE MANUFACTURER, CERTIFYING THAT EACH CLASSIFICATION OR TYPE OF MATERIAL FURNISHED COMPLIES WITH SPECIFICATION REQUIREMENTS & APPROVED MATERIAL LIST. D. COLOR SAMPLES: DESIGNER WILL PROVIDE CONTRACTOR WITH COLOR SELECTIONS, ALONG WITH A SCHEDULE INDICATING LOCATIONS FOR VARIOUS COLORS. 1. PREPARE COLOR SAMPLES FOR EACH 7 EVERY COLOR. SUBMIT COLOR SAMPLES ON HEAVY PAPER OR CHIPBOARD IN 8 -1/2 IN. X 11 IN. SIZE FOR APPROVAL 2. PREPARE SAMPLES OF WOOD FINISH ON ACTUAL WOOD SPECIES OBTAINED FROM FINISH CARPENTRY TRADE. SHOW ALL COATS. a. APPROVED SAMPLES WILL BE USED FOR JUDGING THE COLORS IN THE FINISH WORK. 3. TINT EACH COAT A SLIGHTLY DIFFERENT SHADE FROM THE FINISH COAT. E. PRODUCT DATA 1. SUBMIT MANUFACTURER'S TECHNICAL DATA SHEETS, PUBLISHED INSTRUCTIONS & OTHER RELEVANT DATA. 2. COMPILE & MAINTAIN A LISTING OF ALL PAINT COLORS WITH THE FACTORY BATCH NUMBER & FORMULATION CODE FOR ALL THE PAINT USED IN THE PROJECT. AT THE DATE OF SUBSTANTIAL COMPLETION, SUBMIT THE COMPLETE LIST TO THE OWNER FOR FUTURE MAINTENANCE REFERENCE. 1.07 PRODUCT HANDLING A PROCEDURES: IN ACCORD WITH SECTION 01000. B. IDENTIFY EACH CONTAINER WITH MANUFACTURER'S NAME, BRAND NAME, MATERIAL TYPE, STOCK NUMBER, COLOR & APPLICATION INSTRUCTIONS, INCLUDING REDUCING INSTRUCTIONS, IF PERMITTED. C. STORE MATERIALS IN A PROTECTIVE STRUCTURE SEPARATED FROM BUILDING UNDER CONSTRUCTION. 1. STACK & STORE PAINT CONTAINERS SO THAT LABELS CLEARLY DISPLAY MANUFACTURER'S NAME, TYPE OF PAINT, COLOR, BATCH NUMBER & INS I RUCTIONS. D. MIXING: TO MAXIMUM EXTENT PRACTICABLE, FACTORY MIX EACH PAINT MATERIAL TO COLOR, GLOSS & CONSISTENCY FOR APPLICATION DIRECTLY FROM CONTAINER. 1. FOLLOW MANUFACTURER'S INSTRUCTIONS REGARDING THINNING. E. HOUSEKEEPING: MAINTAIN PAINT STORAGE & MIXING AREA NEAT & CLEAN AT ALL TIMES. TAKE ALL PRECAUTIONS TO PREVENT FIRES. 1. HANG -OUT SOILED, OILY RAGS TO DRY. STORE IN METAL CONTAINERS. F. NON- COMPLYING MATERIALS: REMOVE ALL REJECTED & NONCOMPLYING MATERIALS FROM THE JOB SITE. 1.08 JOB CONDITIONS A. ENVIRONMENTAL REQUIREMENTS: 1. APPLY MATERIALS ONLY DURING WEATHER CONDITIONS FAVORABLE FOR PRODUCING FIRST CLASS WORK. 2. DO NOT APPLY FINISHES WHEN THE TEMPERATURE IS BELOW 50 DEGREES F. (10 DEGREES C) PART 2.00 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A STANDARD TRADE SALES PRODUCT MATERIALS: EXCEPT AS OTHERWISE SPECIFIED, PROVIDE BEST QUALITY MATERIALS MANUFACTURED BY ONE OF THE FOLLOWING: 1. PITTSBURGH PAINTS - PPG INDUSTRIES, INC. 2. BENJAMIN MOORE AND CO. 2.02 PAINT SCHEDULE PITTSBURGH PAINT BENJAMIN MOORE A. NOTES: a. LATEX FLAT FOR ALL SALES AREA INTERIOR WALLS & FOR CEILING. b. LATEX LO- LUSTRE SATIN ENAMEL FOR ALL WALLS IN OFFICE & EMPLOYEE AREA. c. LATEX SEMI -GLOSS ENAMEL FOR ALL WALLS IN TOILETS; ALL COLUMNS; BULKHEAD PANELS IN GLASS LINE (INTERIOR). d. ALKYD QUICK -DRY GLOSS ENAMELS FOR ALL EXTERIOR SURFACES, e. ALL EXPOSED CONCRETE FLOOR WITHIN THE BUILDING WALLS SHALL RECEIVE TWO (2) COATS OF BENJAMIN MOORE'S SIUCONE ACRYLIC CONCRETE STAIN, CLEAR. f. ALKYD FOR ALL H.M. DOORS, DOOR FRAMES & DOOR TRIM. B. EXTERIOR PAINTING a. METAL: ONE COAT PRIMER TWO COATS PER SCHEDULE NOTE: PRIMER MAY BE ELIMINATED IF ITEM IS FACTORY PRIMED b. CEMENT PLASTER: PAINTED TWO (2) COATS PER SCHEDULE ONE COAT PRIMER TWO COATS PER SCHEDULE F:\pwg \Panda Express \'VH702.020_South Center Square_Tukwila WA\s408d1677_SP- SP.dwg. 812912007 4:58:46 PM, Michelleh, Michelleh c. CONCRETE MASONRY (EXPOSED): ONE COAT SEALER (40 5Q. FT. PER GALLON) TWO COATS MASONRY PAINT PER SCHEDULE d. SAW TEXTURED WOOD SURFACES: ONE COAT STAIN PER SCHEDULE e. TRASH ENCLOSURE (INSIDE): ONE COAT CONCRETE BLOCK FILLER TWO COATS VINYL - ACRYLIC PAINT, COLOR "OFF WHITE" C. INTERIOR PAINTING a. METAL: SAME AS EXTERIOR METAL b. PAINTED WOOD DOORS: PART 3.00 - EXECUTION 3.01 INSPECTION ONE COAT INTERIOR TRIM PRIMER TWO COATS PER FINISH SCHEDULE c. SMOOTH FINISH GYPSUM BOARD WALLS AND CEILINGS: FLAT COAT WALL PRIMER ONE COAT PER SCHEDULE GLOSS OR EGGSHELL: ONE COAT WALL PRIMER TWO COATS PER SCHEDULE d. OAK TRIM (SMOOTH WOOD) "LAQUERED" ONE COAT LACQUER SANDING SEALER TWO COATS SEMI -GLOSS (SATIN FINISH) LACQUER e. INSIDE THROATS OF AIR CONDITIONING SUPPLIES AND RETURNS IN PUBLIC AREAS. SPRAY BLACK TO A POINT OUT OF VIEW. A. EXAMINE SURFACES SCHEDULED TO RECEIVE PAINT FINISHES FOR CONDITIONS THAT WILL ADVERSELY AFFECT EXECUTION, PERMANENCE & QUALITY OF WORK. 1. INSPECT METAL ITEMS SPECIFIED UNDER OTHER SECTIONS TO BE PRETREATED & OR PRIMED PRIOR TO FINISH PAINTING UNDER THIS SECTION. 2. NOTIFY OWNER IN WRITING IF SURFACES & CONDITIONS ARE NOT PROPER FOR PRODUCING BEST QUALITY WORK. B. DO NOT APPLY PAINT OR FINISH UNTIL CONDITIONS ARE SATISFACTORY. C. FAULTY SUB - SURFACES WILL NOT EXCUSE DEFECTIVE PAINTING WORK. D. GENERAL: THE FINISHED SURFACE SHALL BE FREE FROM RUNS, SAGS, DROPS, RIDGES, WAVES, LAPS, BRUSH MARKS AND VARIATIONS IN COLOR, TEXTURE AND FINISH. E. COATING PROCESS: SUFFICIENT TIME SHALL ELAPSE BETWEEN SUCCESSIVE COATS TO PERMIT PROPER DRYING. 3.02 PREPARATION OF SURFACES A. WOOD (OPAQUE FINISH): SANDPAPER SMOOTH ALL EXPOSED SURFACES & REMOVE DUST. FILL OPEN JOINTS, CRACKS, NAIL HOLES & OTHER IMPERFECTIONS USING PLASTIC WOOD OR SPACKLE AFTER THE PRIME OR FIRST COAT HAS BEEN APPLIED. SEAL KNOTS & PERMISSABLE PITCH POCKETS WITH SHELLAC OR MANUFACTURER'S RECOMMENDED KNOT SEALER. B. WOOD (TRANSPARENT FINISH): FILL OPEN JOINTS, CRACKS, NAIL HOLES, & IMPERFECTIONS USING PLASTIC WOOD COLORED TO MATCH STAIN COLOR. SAND SURFACES SMOOTH. C. GYPSUM BOARD: VERIFY THAT TAPED JOINTS ARE SMOOTH & THAT SURFACES ARE FREE OF RAISED OR DEPRESSED AREAS OR SCUFFED PAPER FINISH. D. UNPRIMED FERROUS METAL CLEAN SURFACES OF RUST, MILL SCALE, OIL, GREASE, ENCRUSTATIONS & OTHER FOREIGN MATTER. USE ROTARY BRUSHES & SOLVENTS, AS NECESSARY. CLEAN PITS DOWN TO BRIGHT METAL E. SHOP - COATED METAL: THOROUGHLY REMOVE ALL OIL, GREASE, DIRT & FOREIGN MATTER. TOUCH -UP FIELD CONNECTIONS, WELDS, SOLDERED JOINTS & BURNED & ABRADED PORTIONS WITH THE SAME TYPE PAINT MATERAL AS USED IN THE SHOP COATS. SAND SURFACES FOR SUCCEEDING COATS. F. GALVANIZED METAL REMOVE ALL OIL & FOREIGN MATTER & CLEAN ENTIRE SURFACE WITH MINERAL SPIRITS. PRETREAT WITH PHOSPHORIC ACID ETCH OR VINYL WASH. APPLY PRIMER THE SAME DAY AS PRETREATMENT IS APPLIED. G. FACTORY FINISHED EQUIPMENT REQUIRED TO BE PAINTED: SAND OR ETCH FINISH SURFACE TO INCREASE ADHERENCE OF FINISH COATS. AFTER PREPARATION, OBTAIN APPROVAL OF SURFACE PREPARATION BEFORE APPLICATION OF PRIMERE & FINISH. 3.03 WORKMANSHIP A. GENERAL: 1. MIX PAINT THOROUGHLY & BREAK -UP WITH PADDLES TO SMOOTH, UNIFORM, GOOD BRUSHING CONSISTENCY. 2. APPLY ALL F1NISHINNG WORK BY SKILLED CRAFTSMEN, UNDER DIRECT SUPERVISION OF A QUALIFIED FOREMAN. PROVIDE THE HIGHEST QUALITY WORKMANSHIP FOR ALL THE WORK. 3. APPLY PAINT MATERIALS STRICTLY IN ACCORD WITH MANUFACTURER'S DIRECTIONS. APPLY EACH COAT UNIFORMLY WITH FULL COVERAGE OVER ALL SURFACES. 4. DO NOT APPLY PAINTS OR STAINS UNTIL FLOOR SURFACES ARE "BROOM- CLEAN ". MAKE ALL NECESSARY PRECAUTIONS TO ALLAY DUST PARTICLES. 5. DO NOT APPLY PAINT OR STAIN MATERIALS UNTIL SURFACES ARE CLEAN, DRY, SMOOTH & ADEQUATELY PROTECTERD FROM DAMPNESS. APPLY EACH COAT SMOOTHLY, WORK OUT EVENLY & ALLOW TO DRY THOROUGHLY BEFORE APPLYING THE SUBSEQUENT COAT. 6. SAND ENAMELS, VARNISHES, SANDING SEALERS & LACQUERS LIGHTLY & DUST CLEAN BETWEEN COATS. AVOID CROSS SCRATCHES & SWIRLS. 7. AFTER SEALER HAS BEEN APPUED, VERIFY THAT ALL SUCTION & HOT OR BURNED SPOTS ARE RESEALED WITH SAME MATERIAL TO ASSURE PROPER FINISHED COATS. DIVISION 10 SPECIALTIES SECTION 10000 - SPECIALTIES PART 1.00 - GENERAL 1.01 WORK INCLUDED A. PROVIDE & INSTALL ALUMININUM DOUBLE ACTING DOORS WHERE INDICATED ON DRAWINGS. B. FINISH HARDWARE 1. PORTABLE FIRE EXTINGUISHERS A. APPLICATIONS 1) PER REQUIREMENT OF UFC 1006.2.7. 2. WALL VENT A. GALVANIZED STEEL FRAME AND 45 DEG. BLADES, INSECT SCREEN, PRIME COATED. SEE DRAWINGS FOR SIZE. 3. TRASH ENCLOSURE GATES PROVIDE GATES AND FRAMES OF 9 GAUGE THICKNESS, ALUMINUM COATED, STEEL WIRE FABRIC EQUAL TO UNITED STATES STEEL "CYCLONE RUSTAKE ". ALL FITTINGS AND HARDWARE SHALL BE GALVANIZED. REDWOOD SLATS FOR PLACEMENT INTO WIRE FABRIC SHALL BE SUPPLIED WITH FENCING AND GATES. 4. FOOD SERVICE EQUIPMENT A. THE GENERAL CONTRACTOR'S RESPONSIBILITY 1) THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THIS WORK AND FOR HOOK -UP OF FOOD SERVICE EQUIPMENT PROVIDED BY OTHERS AND FOR THE INSTALLATION OF CERTAIN ITEMS PROVIDED TO HIM BY THE FOOD SERVICE EQUIPMENT CONTRACTOR. SEE EQUIPMENT PLANS FOR ITEMS TO BE INSTALLED BY THE GENERAL CONTRACTOR. B. SEPARATE CONTRACT 1) ALL WORK SHOWN ON THE FOOD SERVICE EQUIPMENT DRAWINGS (K SHEETS) IS FOR THE PURPOSE OF INDICATING THE GENERAL CONTRACTOR'S WORK IN RELATIONSHIP TO THE FOOD SERVICE CONTRACTOR'S WORK. THE FIXTURE THEMSELVES WILL BE SUPPLIED AND SET IN PLACE UNDER A SEPARATE CON- TRACT. NO OTHER WORK WILL BE REQUIRED OF THE GENERAL CONTRACTOR OTHER THAN THAT SPECIFICALLY REQUIRED ON THE ARCHITECT'S DRAWINGS AND THE FOOD SERVICE EQUIPMENT DRAWINGS. C. SERVICE BY FOOD SERVICE EQUIPMENT CONTRACTOR 1) THE FOOD SERVICE EQUIPMENT CONTRACTOR WILL VISIT THE SITE AT MUTUALLY AGREED UPON TIMES FOR THE PURPOSE OF VERIFYING THE CORRECTNESS OF STUB -OUTS FOR UTILITIES AND CONSTRUCTION IN RELATION TO THE INSTALL- ATION OF FOOD SERVICE EQUIPMENT. 5. RELATED WORK DESCRIBED ELSEWHERE A. PLUMBING 1) WORK OF SECTION "PLUMBING" INCLUDES SETTING OF FAUCETS AND CONNEC- TIONS TO SERVICES, INTERCONNECTIONS OF EQUIPMENT, FLOOR DRAINS IN THE VICINITY OF INDIRECT DRAIN OUTLETS, FAUCETS AND TRIM. B. ELECTRICAL 1) ALL LINE SWITCHES, SAFETY CUT -OUTS, CONTROL PANELS, FUSE BOXES AND OTHER CONTROLS, ELECTRICAL RECEPTACLES, FITTINGS AND CONNECTIONS, EXCEPT AS OTHERWISE SPECIFIED IN SECTION "ELECTRICAL ". ELECTRICAL CON- TRACTOR, SECTION 'ELECTRICAL ", WILL MAKE FINAL CONNECTIONS TO BUILD- ING FROM ALL JUNCTION BOXES. 6. PLUMBING A. SEE PLUMBING DRAWINGS 7, HEATING, VENTILATING, AIR CONDITIONING AND EXHAUST HOODS A. SEE MECHANICAL DRAWINGS COATINGS. SECTION 15500 - FIRE PROTECTION SPRINKLER SYSTEM PART 1.00 - GENERAL 1.01 DESCRIPTION A. WORK INCLUDED: 1. DESIGN, FABRICATE INSTALL & SECURE REQUIRED APPROVALS OF A COMPLETE FIRE PROTECTION AUTOMATIC SPRINKLER SYSTEM WHERE SHOWN ON THE DRAWINGS, AS SPECIFIED HEREIN & AS NEEDED FOR A COMPLLIE & PROPER INSTALLATION IN ACCORDANCE WITH PERTINENT REQUIREMENTS OF THE FIRE RATING BUREAU, MALL REQUIREMENTS & GOVERNMENTAL AGENCIES HAVING JURISDICTION. B. RELATERD WORK: 1. DOCUMENTS AFFECTING WORK OF THIS SECTION INCLUDE, BUT ARE NOT NECESSARILY LIMITED T0, GENERAL CONDITIONS, SUPPLEMENTARY CONDITONS & SECTIONS IN DIVISION 1 OF THESE SPECIFICATIONS. 1.02 QUAUTY ASSURANCE A. USE NUMBERS OF SKIN FD WORKMEN WHO ARE THOROUGHLY TRAINED & EXPERIENCED IN THE NECESSARY CRAFTS & WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS & THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION. B. IN ADDITION TO COMPLYING WITH PERTINENT CODES & REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, COMPLY WITH: 1. RECOMMENDATIONS OF THE FIRE RATING BUREAU HAVING JURISDICTION. 2. PERTINENT RECOMMENDATIONS CONTAINED IN NFPA PAMPHLET NO. 13, "STANDARDS FOR SPRINKLER SYSTEM INSTALLATIONS ". 1.03 SUBMITTALS 2.01 DESIGN A. DESIGN DRAWINGS: B. RECORD DRAWINGS: C. UPON COMPLETION OF THIS PORTION OF THE WORK, & AS A CONDITION OF ITS ACCEPTANCE, DELIVER TO THE OWNER TWO COPIES OF AN OPERATION & MAINTENANCE MANUAL. 1.04 LINES AND LEVELS A. COMPLY WITH PERTINENT PROVISIONS OF SECTION 01640. 2.00 -- PRODUCTS A. PROVIDE A DESIGN WHICH 15 COMPLETE IN ALL REGARDS INCLUDING, BUT NOT NECESSARILY UMITED T0: 2.03 MATERIALS A. SPRINKLER HEADS: 3.00 - EXECUTION 3.02 INSTALLATION 1. DESIGN DRAWINGS, STAMPED AS HAVING BEEN APPROVED BY THE FIRE RATING BUREAU HAVING JURISDICTION & HAVING BEEN APPROVED BY THE INSURANCE CARRIER OF THE MALL, SHOWING THE COMPLETELY OVERHEAD SPRINKLER SYSTEM & INDICATING CEILING NR DIFFUSERS, LIGHTING FIXTURES & BEAMS. 2. A PLAN DRAWING SHOWING LOCATION OF UNDERGROUND CONNECTIONS, CONTROL VALVES & RELATED ITEMS. 3. DETAILS & SECTIONS AS REQUIRED TO CLARIFY THE DESIGN. 1. INCLUDE A COPY OF THE RECORD DRAWINGS IN EACH COPY OF THE OPERATION & MAINTENANCE MANUAL DESCRIBED BELOW. 1. UNDERGROUND PIPING PERTAINING TO THE WORK OF THIS SECTION, INCLUDING REQUIRED PIPE, VALVES, TRENCHING, BACK FILLING & SIMILAR ITEMS. 2. CONNECTION TO UIILDY MAIN INCLUDING REQUIRED VALVES, FITTINGS & SIMILAR ITEMS. 3. OVERHEAD SPRINKLER SYSTEM. B. ARRANGEMENT: 1. IN AREAS HAVING CEILINGS, CONCEAL ALL PIPES. ALL SPRINKLER HEADS SHALL BE CENTERED ON A CEILING TILE. 2. IN STORAGE & SERVICE AREAS, PIPE MAY BE EXPOSED BUT HOLD TO THE MINIMUM PRACTICABLE DISTANCE BELOW THE CEILING. 1. PROVIDE 1/2 IN. AUTOMATIC CLOSED TYPE SPRINKLER HEADS OF "ORDINARY DEGREE" TEMPERATURE RATING, COMPLYING WITH NFPA PAMPHLET NO. 13. 2. ABOVE CEILINGS, PROVIDE STANDARD UPRIGHT PIPE. 3. IN FINISHED ACOUSTICAL CEILINGS, PROVIDE TWO PIECE RECESSED TYPE, CHROME PLATED, MANUFACTURED BY ROYAL. 4. IN FINISHED GYPSUM BOARD CEILINGS, PROVIDE RECESSED CONCEALED TYPE, CHROME PLATED COVER, MANUFACTURED BY ROYAL. 5. DO NOT LOCATE SPRINKLER HEADS IN ANY LUMINOUS CEILINGS. DEVISE METHODS FOR SPRINKLING SUCH AREAS AS APPROVED BY THE FIRE RATING BUREAU & GOVERNMENTAL AGENCIES HAVING JURISDICTION. B. VALVE SEALS, TAGS AND CHARTS: 1. SEALS: PROVIDE BRASS CROSS -LIKE CHAIN, ALL BRASS PADLOCK & TWO KEYS FOR EACH MANUALLY OPERATED SHUTOFF VALVE REQUIRED TO BE SEALED IN THE OPEN POSITION. 2. SIGNS: PROVIDE IDENTIFICATION SIGNS OF STANDARD DESIGN, FASTENED SECURELY AT DESIGNATED LOCATIONS, IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 3. TAGS: PROVIDE 2 IN. DIAMETER BRASS TAGS, STAMPED WITH DESIGNATION NUMBER, SECURED WITH 12 GAUGE COPPER WIRE TO SPINDLE OF THE CONTROL VALVES. 4. CHARTS: a. PROVIDE TWO COPIES OF THE APPROVED "AS- BUILT" SPRINKLER SYSTEM DIAGRAM & VALVE CHART, GIVING DESIGNATED NUMBER, FUNCTION & LOCATION OF EACH VALVE. C. PROVIDE SUPPORTS, HANGERS, INSERTS & ASSOCIATED ITEMS TO PROPERLY SUPPORT SPRINKLER PIPING IN ACCOEDANCE WITH PERTINENT PROVISIONS OF NFPA PAMPHLET NO. 13. D. PROVIDE CONTROL VALVE, DETECTOR CHECK, VAULT & ASSOCIATED ITEMS & CONNECT TO WATER MAIN. 2.03 OTHER MATERIALS A. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE & PROPER INSTALLATION. 3.01 SURFACE CONDITIONS b. MOUNT IN PAINTED GLASS FRAME & LOCATE WHERE DIRECTED BY OWNER. A. EXAMINE THE AREAS & CONDTITONS UNDER WHICH THIS WORK OF THIS SECTION WILL BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY & PROPER COMPLETION OF THE WORK. DO NOT PROCEED UN11L UNSATISFACTORY CONDITIONS ARE CORRECTED. A. COORDINATE AS NECESSARY WITH OTHER TRADES TO ASSURE PROPER & ADEQUATE PROVISION IN THE WORK OF THOSE TRADES FOR INTERFACE WITH THE WORK OF THIS SECTION. B. INSTALL THE WORK OF THIS SECTION IN STRICT ACCORDANCE WITH THE APPROVED DESIGN DRAWINGS & THE REQUIREMENTS OF THE FIRE MARSHAL, GOVERNMENTAL AGENCIES & FIRE RATING BUREAU HAVING JURISDICTION. 3.03 TESTING AND ACCETANCE A. UPON COMPLETION OF THE INSTALLATION, PROVIDE NECESSARY PERSONNEL & EQUIPMENT & TEST & RETEST THE COMPLETE SYSTEM, MAKING ADJUSTMENTS AS REQUIRED & SECURE ALL NECESSARY APPROVALS. B. WHEN THE SYSTEM HAS BEEN COMPLETELY APPROVED, SECURE A LETTER OF FINAL ACCEPTANCE FROM THE FIRE RATING BUREAU HAVING JURISDICTION & FORWARD TWO COPIES OF THE LETTER TO THE OWNER. MISCELLANEOUS 1. AS -BUILT DRAWINGS A. KEEP AN ACCURATE DIMENSIONED RECORD ON REPRODUCIBLE TRANSPARENCIES OF AS -BUILT LOCATIONS, AND OF WORK WHICH IS INSTALLED DIFFERENTLY FROM THAT SHOWN. 2. LOCATIONS AND ACCESSIBILITY A. CONTRACTOR SHALL FULLY INFORM HIMSELF REGARDING PECULIARITIES AND LIM- ITATIONS OF SPACES AVAILABLE FOR INSTALLATION OF WORK AND MATERIALS FURNISHED AND INSTALLED UNDER THIS DIVISION. DRAWINGS INDICATE LOCATION AND ARRANGEMENT OF CONDUIT, EQUIPMENT AND OTHER ITEMS AND ARE TO BE FOL- LOWED PS CLOSELY AS POSSIBLE. WORK SPECIFIED AND NOT CLEARLY DEFINED BY DRAWINGS SHALL BE INSTALLED AND ARRANGED IN A MANNER SATISFACTORY TO THE ARCHITECT. IN EVENT CHANGES IN INDICATED LOCATIONS AND ARRANGEMENTS ARE DEEMED NECESSARY BY THE ARCHITECT, THEY SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL CHARGES PROVIDED THAT THE CHANGES ARE ORDERED BEFORE THE WORK IS INSTALLED AND NO EXTRA MATERIALS OR LABOR ARE REQUIRED. 3. CLEANING OF EQUIPMENT, MATERIALS AND PREMISES A. CLEAN EQUIPMENT AND MATERIALS THOROUGHLY. LEAVE SURFACES TO BE PAINTED SMOOTH AND CLEAN, READY FOR PAINTERS. CLEAN ENTIRE PREMISES OF UNUSED MATERIALS, RUBBISH, DEBRIS AND DIRT CREATED BY WORK UNDER THIS DIVISION. 4. OPERATION AND MAINTENANCE INSTRUCTIONS A. FULLY INSTRUCT AND DEMONSTRATE TO THE OWNER'S OPERATING PERSONNEL THE PERFORMANCE, OPERATION AND MAINTENANCE OF EQUIPMENT. THE TIME ALLOWED FOR SAID INSTRUCTION SHALL BE ALLOWED FOR EACH CONTRACTOR AS PART OF THESE CONTRACT DOCUMENTS. 5. TESTING AND ADJUSTMENT A. UPON COMPLETION OF ELECTRICAL WORK, ADJUST AND TEST CIRCUITS, OUTLETS, SWITCHES, LIGHTS, MOTORS AND TIME CLOCKS TO INSURE PROPER OPERATION OF ELECTRICAL EQUIPMENT. CHECK SERVICE VOLTAGES UNDER MAXIMUM LOAD. ITEMS, FIXTURES AND PARTS IN NEED OF CORRECTION AND DISCOVERED DURING SUCH TESTING SHALL BE IMMEDIATELY REPAIRED OR REPLACED WITH NEW EQUIPMENT, AND THAT PART OF THE SYSTEM SHALL BE RETESTED. SUCH REPLACEMENT OR REPAIR SHALL BE DONE AT NO ADDITIONAL COST TO THE OWNER. CITY OF TUKWILA NOV 0 7 2007 PER1017 GEN rER PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134T1-1 PL SE BELLEVUE, WA 98006 THESE DRAWINGS. DESIGNS. SKETCHES, IDEAS, ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECT'S WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON. FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. INC. et VIGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENT$ IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER. AND NOT FOR OTHER RELATED. IMPLIED. OR FUTURE WORK(S) OR PROJECT(S), • REVISIONS: • REV. A A A A A A A DATE • ISSUE DATE: • 1ST 2ND 3RD 4TH 5TFI • ARCHITECT • VIGEN • PROJECT: IN DESCRIPTION BY ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4- 08 -D16 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. • SEAL: 0 PLAN CHECK RESUBMITTAL 11/05/07 GENERAL FINISH NOTES DRAWING INDEX , �, ALL SURFACES TO RECEIVE PAINT FINISH SHALL BE PREPARED TO SHOW NO DEFECTS. A. APPLY ONE (1) COAT PRIMER - SEALER. B. APPLY TWD (2) COATS FINISH. NO STIPPLE FINISH ON ALL PAINTED SURFACES. SEE SCHEDULE ON PLANS FOR COLOR AND TYPE. 2. ALL INTERIOR GYPSUM BOARD TO RECEIVE PAINT FINISH SHALL BE TAPED, SEALED, AND SANDED TO RECEIVE FINISH. GYPSUM BOARD UNDER FRP OR STAINLESS STEEL SHALL ONLY BE FIRE TAPED AND SANDED. ALL INTERIOR GYPSUM BOARQ TO BE TRUE AND LEVEL 3. GYPSUM BOARD SHALL EXTEND AT MINIMUM OF 6" ABOVE LAY -IN CEILING SYSTEMS OR UP TO GYPSUM BOARD CEILING. GYPSUM BOARD ON DEMISING WALLS SHALL EXTEND TO THE STRUCTURE ABOVE UNLESS OTHERWISE NOTED. 4. ALL GRILLES SHALL BE PAINTED TO MATCH THE CEILING OR ADJACENT WALL FINISH. 5. ALL FLOORS SHALL BE SMOOTH AND LEVEL WITHOUT DEPRESSED OR RAISED AREAS, EXCEPT PROVISION SHALL BE MADE TO HAVE SMOOTH, EVEN SLOPE TO FLOOR DRAINS. THE SURFACE SHALL BE ACCEPTABLE TO RECEIVE FINISH. 6. VERIFY AND COORDINATE THE LOCATION OF ALL WALL OR CEILING ACCESS PANELS WITH THE ARCHITECT. 7. PROVIDE METAL CORNER BEAD, TRIM AND CASING FOR ALL EDGES AND CORNERS OF GYPSUM BOARD SURFACES ON PAINTED WALLS. CLEAN GYPSUM BOARD CORNERS WITHOUT METAL CORNER BEADS SHALL BE UNDER FRP, TILE, OR STAINLESS STEEL. 8. PROVIDE STIFFENERS, BRACING, BACK -UP PLATES, ETC. AS REQUIRED AT STUD WALLS FOR SUPPORT OF FIXTURES AND OTHER EQUIPMENT. 9. ALL EXISTING SURFACES SHALL BE INSPECTED AND ALL NECESSARY PREPARATORY WORK SHALL BE DONE IN ORDER TO RECEIVE NEW FINISHES. 10. BEFORE PAINTING OR FINISHING WORK IS TO BEGIN, ARRANGEMENTS SHALL BE MADE FOR PROPER VENTILATION AND LIGHTING IN ALL AREAS. 11. ALL FLOOR MATERIAL CHANGES SHALL OCCUR AT DOOR CENTERLINE UNLESS OTHERWISE NOTED. 12. FLOOR MATERIALS SPECIFIED ON THE FINISH SCHEDULE SHALL EXTEND UNDER ALL EQUIP. AND COUNTER AREAS. 13. FLOOR CONTRACTOR SHALL SUBMIT TO OWNER THREE COPIES OF MANUFACTURER'S MAINTENANCE MANUALS FOR THE FLOOR MATERIAL INSTALLED 14. ALL TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED IN THE HANDBOOK FOR CERAMIC TILE INSTALLATION OF THE TILE COUNCIL OF AMERICA (CURRENT ADDITION). 15. ALL INTERIOR FINISHES SHALL COMPLY APPLICABLE PLY WITH L CABLE LOCAL CODES AND REGULATIONS. 16. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ADEQUATE SURFACE CONDITIONS THAT EXIST FOR THEIR WORK. IF ADEQUATE SURFACE CONDITIONS DO NOT EXIST THE SUBCONTRACTOR SHALL NOT PERFORM THEIR WORK UNTIL THE CONDITION REVISIONS SHEET ' ` % j /# A I'I .., T -1 0 COVER SHEET T -1 1 ADA NOTE T -1.2 ADA NOTE T -1.3 ADA DETAILS T -1.4 CONSTRUCTION RULES & REGULATIONS H -D HEALTH DEPARTMENT APPROVAL A -0.1 SITE PLAN * A -O.2 SHELL BUILDING FLOOR PLAN A -1.0 FLOOR PLAN AND FINISH SCHEDULE A -1.1 REFLECTED CEILING PLAN AND LIGHTING SCHEDULE A -1.2 FINISH FLOOR PLAN A -1,3 ROOF PLAN A -2.1 EXTERIOR ELEVATIONS A - 3.0 INTERIOR DETAILS A -3.2 DETAILS A -4.0 INTERIOR ELEVATIONS A -4 -1 INTERIOR ELEVATIONS K - 1 A -4.2 KITCHEN AND RESTROOM ELEVATIONS . FURNITURE AND EQUIPMENT PLAN F -1.0 CASEWORK/ COUNTER DETAILS S -6.0 HOOD TYP. DETAILS MS1.0 SUPPORT FOR MECHANICAL ROOF TOP UNIT M -1.0 AIR CONDITIONING FLOOR PLAN M -1.1 AIR CONDITIONING ROOF PLAN M -2.0 MECHANICAL PLAN NOTES, SPECS & SCHEDULES M -3.O MECHANICAL DETAILS /KITCHEN HOOD DETAILS M-3.1 HOOD DETAIL PLAN M -3.2 HOOD DETAIL PLAN M-4.0 MECHANICAL EQUIPMENT FORMS E -1.0 ELECTRICAL SYMBOLS, LEGEND & GENERAL NOTES E -2.0 ELECTRICAL POWER PLAN E -2.1 ELECTRICAL ROOF PLAN E -3.0 ELECTRICAL LIGHTING PLAN E -3.1 INTERIOR LIGHTING FORMS E -4.0 ELECTRICAL DETAILS E -6,0 ELECTRICAL PANEL BOARD SCHEDULE ELECTRICAL SPECIFICATIONS P -1.0 WATER & GAS PIPING, PLUMBING FLOOR PLAN P -1.1 WASTE AND VENT, PLUMBING FLOOR PLAN P -2 0 PLUMBING NOTES AND SPECIFICATIONS P -3 -0 WATER/GAS/WASTE & VENT ISOMETRICS P-4.0 PLUMBING DETAILS SP -1 - SP -8 SPECIFICATIONS (8 SHEETS) * SHELL DRAWINGS FOR REFERENCE ONLY . / I / / / ///� .4 � �/ � �f j j // / f # / %. / / / /��/ /� / / / /� // / //� / % � � / rr �� A j j j j / � j / / • � / � � I � � % / � � / I � , J . . #7 , / / /// / / , / A � FILE COP ' SEPARATE v o ICI Permit No Plan review approval Is Subject tDentms end Missions. Approval of ►• = �� docuMents does not Sulk& the violation any adopted code or '`' `_' `= Recelit Oi f ''. ' Approved ' - and , BQkf qYY� ' "" , ) y. 0 0 ° PERMIT REQUIRED FA _ Mechanical it Electrical VPIumbing Gas Piping City of Tukwila LgG�I_III,IG DIVPSIp�v p_I� ; t /41 - 0 ♦ ^ O / ♦ Q � V O City of Tukwila BUILDING DIVISION r z ' e 1 9 r--- - . `;," 'S •- - N r 1nr :' s -,. :'.'i tv t'i 5Cop of ,: ; c ,,' O _)7:C: a p;- c ;va'. of . :'4;`,.,., L 3 . C..Hg :vision. NOTE! P �: w,ii require a new plan submittal AIld may include additional elan review fees. /� a `' "' i i c '- . . f i L TM� .._,.� _z , _,„_.:,,.._. -.:. IS CORRECTED. 17. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS. 18. ALL TILE DIMENSIONS ARE DESIGNED TO LAY OUT IN AN EQUAL MANNER. IF 11LE MUST BE CUT, THE GROUT LINES SHALL ALIGN WITH ADJACENT TILES OR BE CENTERED AND CUT IN OBVIOUS LOCATIONS. THE GENERAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF GYPSUM BOARD WITH TILE DIMENSIONS TO PERMIT EVEN INSTALLATION. ' O O • ��n 00 SOUTh CENTER U � \/X1 D PPRKVVAX( D v MARKETP A CE" �r O " GENERAL NOTES PROJECT INFORMATION ABBREVIATIONS SYMBOLS 1. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO FULLY EXAMINE THE TENANT SPACE. ALL EXISTING STRUCTURES AND ALL OTHER EXISTING STRUCTURE ON THE PROJECT SITE BEFORE COMMENCING THE WORK. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL, HORIZONTAL AND OTHERWISE), AS WELL AS TO VERIFY THE CONDITIONS AND NATURE OF THE TENANT CONSTRUCTION, MATERIALS, AND AVAILABLE UTILITIES AND STRUCTURAL ELEMENTS AND TO NOTIFY THE OWNER'S REPRESENTATIVE, IN WRITING OF ANY AND ALL DISCREPANCIES BETWEEN THE SAID EXISTING CONDITIONS AND THESE DRAWINGS. FURTHER, IT SHALL BE THE JOINT RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS AND SUPPLIERS OF MATERIALS TO SECURE ALL NECESSARY ADAPTATIONS TO SAME AS REQUIRED FOR THEIR RESPECTIVE WORK PRIOR TO ORDERING, FABRICATION OR INSTALLATION OF ANY MATERIALS, EQUIPMENT OR COMPONENTS WHICH ARE TO BE INTEGRATED INTO THE WORK OF THIS PROJECT. NO CLAIMS FOR ADDITIONAL COMPENSATION SHALL BE MADE OR SHALL BE VALID UNLESS WRITTEN NOTIFICATION IS RECEIVED BY THE OWNER'S REPRESENTATIVE AND THE ADDITIONAL COMPENSATION IS APPROVED IN ADVANCE OF PROCEEDING WITH THE WORK. 2. COMMENCEMENT OF WORK IN ANY AREA BY THE CONTRACTOR SHALL BE CONSTRUED AS THAT THE CONTRACTOR HAS CHECKED THE EXISTING CONDITIONS AND FOUND THEM TO BE SATISFACTORY TO ACCEPT THIS PORTION OF THE WORK. 3• ALL WORK SHALL BE PERFORMED AS TO COMPLY WITH ALL GOVERNING STATUTES, ORDINANCES, REGULATIONS, CODES AND INSURANCE RATING BOARDS. NO WORK SHALL COMMENCE UNTIL ALL GOVERNMENTAL AND JURISDICTIONAL PERMITS AND APPROVALS ARE OBTAINED. 4. ALL WORK SHALL BE PERFORMED IN A FIRST CLASS MANNER AND SHALL BE IN GOOD AND USABLE CONDITION AT THE DATE OF COMPLETION THEREOF. 5. ALL WORK SHALL BE COORDINATED WITH THAT OF THE LANDLORD AND OTHER TENANTS IN THE CENTER SO THAT THE CONTRACTOR'S WORK SHALL NOT INTERFERE WITH OR DELAY THE CONSTRUCTION OF OTHER CONSTRUCTION IN THE SHOPPING CENTER. 6. CONTRACTORS ARE REQUIRED TO GIVE THE LANDLORD TWENTY FOUR (24) HOURS ADVANCED WRITTEN NOTICE OF SAID WORK. FURTHERMORE, CONTRACTORS, SUBCONTRACTORS, AND MATERIAL MEN AGREE TO COMPLY WITH ANY LANDLORD PROCEDURE HEREAFTER ADOPTED WHICH REQUIRE AND IS NOT LIMITED TO THOSE PERFORMING TENANTS WORK AFTER REGULAR SHOPPING CENTER HOURS TO "SIGN IN" AND "SIGN OUT" WITH THE SHOPPING CENTER. 7- ALL WORK SHALL BE PERFORMED IN A MANNER WHICH DOES NOT GENERATE NOISE, VIBRATION, ODOR OR DUST WHICH, IN LANDLORD'S SOLE DISCRETION, IMPAIRS WITH THE OPERATIONS OF THE SHOPPING CENTER OR THE CONDUCTING OF BUSINESS BY THE TENANTS THEREIN. 8. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR INSTALL OR PERMIT TO BE INSTALLED, ANY MATERIALS CONTAINING ASBESTOS WITHIN THE SHOPPING CENTER OR THE TENANTS LEASE PREMISES. 9. ALL WORK SHALL BE CONFINED TO THE PREMISES AND CONTRACTORS, SUBCONTRACTORS OR MATERIAL MEN ARE NOT PERMITTED TO PERFORM ANY OF SAID TENANT'S WORK (OR STORE ANY MATERIALS OR MACHINERY) OUTSIDE OF THE PREMISES, SUBJECT TO LANDLORD'S APPROVAL OTHERWISE. 10. NO CONSTRUCTION MATERIAL OR DEBRIS SHALL BE PLACED IN ANY OF THE LANDLORD'S TRASH RECEPTACLES OR COMPACTORS AT ANY TIME. THE CONTRACTOR SHALL ARRANGE (IF REQUIRED) FOR A TRASH DUMPSTER, SIZE AND LOCATION OF WHICH 15 SUBJECT TO LANDLORD'S APPROVAL, FOR THE REMOVAL OF REFUSE. 1 • THE ABBREVIATION OF "N.LC." INDICATES WORK AND OR MATERIAL IS NOT IN THE CONTRACT OF THE GENERAL CONTRACTOR, HOWEVER THIS DOES NOT RELIEVE THE G.C. OF THE RESPONSIBILITY OF COORDINATION. 12. REPAIR ALL DAMAGE OR VOIDS CAUSED DURING CONSTRUCTION TO ANY AREA OF THE PROPERTY TO THE ORIGINAL CONDITION. PROTECT ADJACENT AREAS FROM DIRT AND DUST. - ALL CONCEALED WOOD BLOCKING IN WALLS AND CEILING SHALL BE FLAME RETARDANT TREATED. 14. ALL FIRE EXITS ARE TO REMAIN CLEAR AND OPEN DURING ALL PHASES OF CONSTRUCTION IF APPLICABLE. 15. THE LOCATIONS OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDIVIDUALLY VERIFIED BY THE OWNER OR HIS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 16. THE TERM "OWNER" OR *TENANT" SHALL REFER TO PANDA EXPRESS AND ITS AGENTS OR REPRESENTATIVES. THE TERM "GENERAL CONTRACTOR" AND G.C. SHALL REFER TO THE PERSON AND/OR PERSONS WHO HAVE CONTRACTED OR / SUBCONTRACTED FOR THE WORK. 17. ALL WALL & CEILING CONSTRUCTION SHALL BE SUPPORTED BY STRUCTURE & NOT BY METAL DECK IF APPLICABLE. 18. CONTRACTOR SHALL SUBMIT (4) COPIES OF SPRINKLER SHOP DRAWINGS FOR APPROVAL TO LANDLORD'S FIRE ENGINEER PRIOR TO CONSTRUCTION IF APPLICABLE. 19. GENERAL CONTRACTOR SHALL CHECK -IN WITH LANDLORD'S ON SITE TENANT COORDINATOR PRIOR TO COMMENCING CONSTRUCTION IF APPLICABLE. 20. IN ADDITION TO THE GENERAL NOTES LISTED HEREIN, A.I.A. DOCUMENT A201 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION SHALL APPLY. 21. TENANT'S GENERAL CONTRACTOR SHALL ARRANGE AN ON -SITE MEETING WITH THE DEVELOPER'S AGENT PRIOR TO STARTING ANY PORTION OF THE WORK, SUBSEQUENT TO LANDLORD'S CONSTRUCTION RELEASE. BUILDING INFORMATION: OCCUPANT LOAD PER UBC TABLE 10 -A: AFF ABOVE FINISHED FLOOR ALUM. ALUMINUM BV BALL VALVE (FULL PORT) C. CONDUIT CO CONDUIT ONLY CW COLD WATER (E) EXISTING EC ELECTRICAL CONTRACTOR EWH ELECTRICAL WATER HEATER EXT. EXTERIOR FOF FACE OF FINISH F F ACE OF STUD FS FLOOR SINK G GE NERAL CONTRACTOR HW HOT WATER ID INDIRECT DRAIN INT. INTERIOR KEC KITCHEN EQUIP. CONTRACTOR LL LANDLORD MC MECHANICAL CONTRACTOR (N) NEW NIC NOT IN CONTRACT NTS NOT TO SCALE OA OUTSIDE AIR OC ON CENTER PC PLUMBING CONTRACTOR RAR RETURN AIR REGISTER RI ROUGH -IN STRUCT. STRUCTURE, STRUCTURAL WCO WASTE CLEAN OUT (Di) DOOR TYPE WINDOW TYPE 410 APPLICABLE CODES: ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF DINING ROOM AREA: 35 OCCUPANTS (12 EXTERIOR) THE SPECIFICATIONS AND DRAWINGS, AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES AND KITCHEN AREA 4 EMPLOYEES /SHIFT (2 SHIFTS PER DAY) REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ALL PERMITS AND LICENSES NECESSARY FOR 1 OCCUPANT THE PROPER EXECUTION OF THE WORK SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR OFFICE AREA: INVOLVED. APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: STORAGE AREA: 1 OCCUPANT OTHER: 15 OCCUPANTS ADDRESS: CD FLOOR FINISH TOTAL OCCUPANT LOAD: 56 OCCUPANTS STREET ADDRESS: 17100 SOUTH CENTER PARKWAY SUITE 100 NUMBER OF EXTERIOR SEATS: 12 SEATS CITY: TUKWILA '` "'-` Y COUNTY: KING COUNTY 4'.. - _ „, = TON STATE: WASHINGTON ; % : T :' ' ' ... G =' ! ' T •. ,� ;,: 'I r,I PANDA EXPRESS S TE: S4 - - 08 D 1 6 77 '_ �: } ` ' ' yl <:: _ _ /'` STRUCTURE: CONCRETE WALL PANELS W 4" TO 8" MASONRY VENEER . WALL TYPE d INTERIOR �4 , ELEVATIONS 1 0 REFERENCE A METAL ROOF DECK o/ OPEN WEB JOISTS. UTILITIES: BUILDING DATA: SECTION A - 2 DETAIL A - 2 GAS UTILITIES : GAS COOKING , GAS HVAC OCCUPANCY BUILDING USE GROUP A2 ELECTRIC UTILITIES : CONSTRUCTION TYPE BLDG: 11 I B SPLIT UTILITIES : NUMBER OF STORIES TOTAL BUILDING AREA: 1,986 S.F. GAS HVAC /ELECTRIC COOKING BUILDING CODES: BUILDING CODE EDITION: 2006 IBC MECHANICAL CODE EDMON: 2006 IMC ELECTRICAL CODE EDITION: LEGAL DESCRIPTION CEILING FINISH WALL FINISH 2002 NEC PLUMBING CODE EDITION: 2006 UPC NEW PANDA EXPRESS RESTAURANT TENANT IMPROVEMENT LOCATED AT THE NORTHWEST END CAP OF BUILDING N SUITE 100 WITHIN THE SOUTH CENTER LOCAL CODES + ORDINANCES TUKWILA SQUARE SHOPPING CENTER LIFE SAFETY SYSTEM: HEALTH DEPARTMENT NOTES KITCHEN EQUIPMENT 0 ROOM NUMBER EMERGENCY LIGHTING YES 1. NO CHANGES WILL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL 2. PUBLIC HEALTH - SEATTLE & KING COUNTY INSPECTION REQUIRED ON EXIT SIGNS YES FIRE ALARM AND SMOKE DETECTION SYSTEMS COMPLETION OF WORK PRIOR TO OPENING. YES PANIC HARDWARE NOTE: SIGNAGE DRAWINGS UNDER YES SEPARATE PERMIT STRUCTURAL GRID -S POINT OF ORIGIN PROJECT DIRECTORY VICINITY MAP N.T.S. OWNER WIG PROPERTIES LLC -SS JURISDICTIONAL AUTHORITIES 4811 134TH PL SE BELLEVUE, WA 98006 BUILDING & TELEPHONE SEWER TUKWILA SEWER UTI COMUNITY DEVELOPMENT DEPARTMENT QWEST 600 MINKLER BLVD. TENANT DEVELOPER TUKWILA WA 98188 PANDA RESTAURANT GROUP, INC. PERMIT CENTER 23315 66TH AVE SOUTH CONTACT PERSON: JERALD EARL 6300 SOUTHCENTER BLVD., SUITE 100 KENT, WA 98032 1683 WALNUT GROVE AVE. 206 433 -1864 TUKWILA, WA 98188 (206)345 -2968 ROSEMEAD, CA 91770 (206) 431 -3670 885 -1135 SHOPPING CENTER 360 DIRECT (360)885-1135 TEL. (626)714 -8971 COORDINATOR/ FIRE DEPARTMENT GAS /ELECTRIC ARCHITECT (626)372-8310 HEADQUATERS - ANDOVER PARK 51 PUGET SOUND NSNERGYION REPRESENTATIVE ARK EAST FH ANDERSON, LLC VIGEN ASSOCIATES TUKWILA, WA 98188 3130 S 38TH St 2300 DOUGLAS BLVD. SEE. 385 1127 E. OLIVE AVENUE (206) 575 -4404 TACOMA, WA 98409 ROSEVILLE, CA 95661 FRESNO, CA 93728 (888) 321 7779 FRED KATZ GARY TIMAN VIGEN, ARCHITECT (425) 806 7$11 (916) 780 -6670 559 - 268 -271 1 FAX.559 -268 -1172 ENVIRONMENTAL WATER ENGINEERING MECHANICAL, PLUMBING HEALTH DIVISION TUKWILA WATER UTI LITY PUBLIC WORKS 60 0 MINKLER BLVD. ADMINISTRATION ENGINEERING ELECTRICAL SEATTLE KING COUNTY TUKWILA, WA 98188 6300 DOUTHCENTER BLVD. ROLFES ENGINEERING, INC. DEPARTMENT OF PUBLIC HEALTH 1036 W. ROBINHOOD DRIVE, SUITE 201 1404 CENTRAL AVE. 5 SUITE 100 (206) 433 -1863 TUKWILA, WA 98188 STOCKTON, CA 95207 KENT, WA 98032 206 433 -0179 FRED ROLFES (206) 205 -1903 TEL. 209- 473 -2859 FAX. 209 - 473 -1312 . rn ra . . �^' l�� .� w ti ,,.: . , y, M.) 3 J . `" ec SITE s1 _: �' s fit A nd Cpl 17S 7 ' "; ,,,',g CI'= .4# ';, @ s e >•- .� : 3nd Ave ` x $ .;HHN �„ !•: r E 110th ..' 5€ .. yy y ( .1.. °�� r� „ _ N • Y `' I H s I > tyy, 44 „s. " ' . ,.. �� Q Ev , �r w . . t,«SY� €, KO ,. rm T Ek r ;: ' i i y' p D.R. ter t ''' • DEFERRED ITEMS: KITCHEN HOOD EXTINGUISHING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH NFPA STANDARDS, UL 300. PLANS & SPECIFICATIONS SHALL BE SUBMITTED UNDER SEPARATE PERMIT AS DEFERRED SUBMITTAL TO THE FIRE DEPARTMENT FOR REVIEW AND APPROVAL. PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS. DESIGNS. SKETCHES. IDEAS, ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECT'S WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. INC. & MGM ARCHITECT. THE WORTS CONTAINED ON THEE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER. AND NOT FOR OTHER RFJ ATED IMPLIED. OR FUTURE WORK(S) OR PROJECT(S) • REVISIONS: ■ REV. A A A A A A A • ISSUE DATE: • 1ST 2ND 3RD 4TH 5TH DATE 10/31/07 11/09/07 10/19/07 • SEAL: ■ DESCRIPTION BY PLAN CHECK PRG CHANGES MECHANICAL P.0 IN ARCHITECT 0 VIGEN MH MH MH ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web; www.vigen.com • PROJECT: • PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PRDJECT #: S4- 08 -D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. SHEET NO. I 1 T-1 TITLE SHEET RY TINIAN VIGEN OF WASHINGTON ADDENDUM SUBMITTAL 1 2/1 8/07 FINISH NOTES 1. ALL TILE DIMENSIONS ARE DESIGNED TO LAY OUT IN AN EQUAL MANNER. IF TILE MUST BE CUT, THE GROUT LINES SHALL ALIGN WITH ADJACENT TILES OR BE CENTERED AND CUT IN OBVIOUS LOCATION. G.C. SHALL COORDINATE THE INSTALLATION OF GYP. BD. WITH TILE DIMENSIONS TO PERMIT EVEN INSTALLATION. 2. ALL SURFACES TO RECEIVE PAINT FINISH SHALL BE PREPARED TO SHOW NO DEFECTS. A. APPLY ONE (1) COAT PRIMER - SEALER B. APPLY TWO (2) COATS FINISH. NO STIPPLE FINISH ON ALL PAINTED SURFACES. SEE SCHEDULE ON PLANS FOR COLOR AND TYPE. 3. ALL INTERIOR GYP. BD. TO RECEIVE PAINT FINISH SHALL BE TAPED, SEALED,AND SANDED TO RECEIVE FINISH. GYP. BD. UNDER FRP OR S.S. SHALL ONLY BE FIRE TAPED AND SANDED. ALL INTERIOR GYP. BD. TO BE TRUE AND LEVEL 4. GYP. BD. SHALL EXTEND AT MINIMUM OF 6" ABOVE LAY -IN CEILING SYSTEMS OR UP TO TYP, BD. CEILING. GYP. BD. ON DEMISING WALLS SHALL EXTEND TO THE STRUCTURE ABOVE UNLESS OTHERWISE NOTED. 5. ALL GRILLES SHALL BE PAINTED TO MATCH THE CEILING OR ADACENT WALL FINISH. 6. ALL FLOORS SHALL BE SMOOTH AND LEVEL WITHOUT DEPRESSED OR RAISED AREAS, EXCEPT PROVISION SHALL BE MADE TO HAVE SMOOTH, EVEN SLOPE TO FLOOR DRAINS. THE SURFACE SHALL BE ACCEPTABLE TO RECEIVE FINISH. 7. VERIFY AND COORDINATE THE LOCATION OF ALL WALL OR CEILING ACCESS PANELS WITH THE ARCHITECT. 8. PROVIDE METAL CORNER BEAD, TRIM AND CASING FOR ALL EDGES AND CORNERS OF GYP. BD. SURFACES ON PAINTED WALLS. CLEAN GYP. BD. CORNERS WITHOUT METAL CORNER BEADS SHALL BE UNDER FRP, TILE, OR S.S. 9. PROVIDE STIFFENERS, BRACING, BACK -UP PLATES, ETC. AS REQUIRED AT STUD WALLS FOR SUPPORT OF FIXTURES AND OTHER EQUIPMENT. 10. ALL EXISTING SURFACES SHALL BE INSPECTED AND ALL NECESSARY PREPARATORY WORK SHALL BE DONE IN ORDER TO RECEIVE NEW FINISHES. 11. BEFORE PAINTING OR FINISHING WORK IS TO BEGIN, ARRANGEMENTS SHALL BE MADE FOR PROPER VENTILATION AND LIGHTING IN ALL AREAS. 12. ALL FLOOR MATERIAL CHANGES SHALL OCCUR AT DOOR CENTERLINE UNLESS OTHERWISE NOTED, 13. FLOOR MATERIALS SPECIFIED ON THE FINISH SCHEDULE SHALL EXTEND UNDER ALL EQUIPMENT AND COUNTER AREAS. 14. FLOOR CONTRACTOR SHALL SUBMIT TO OWNER THREE COPIES OF MANUFACTURER'S MAINTENANCE MANUALS FOR THE FLOOR MATERIAL INSTALLED. 15. ALL TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED IN THE HANDBOOK FOR CERAMIC TILE INSTALLATION OF THE TILE COUNCIL OF AMERICA (CURRENT EDITION). 16. ALL INTERIOR FINISHES SHALL COMPLY WITH APPLICABLE LOCAL CODES AND REGULATIONS. 17. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ADEQUATE SURFACE CONDITIONS THAT EXIST FOR THEIR WORK. IF ADEQUATE SURFACE CONDTIONS DO NOT EXIST THE SUBCONTRACTOR SHALL NOT PERFORM THEIR WORK UNTIL THE CONDFIION IS CORRECTED. 18. CONTRACTOR TO FIELD VERIFY EXISTING CONDTIONS AND DIMENSIONS 19. WALL & CEILING MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN UBC TABLE 8 -5. 20. ALL EXTERIOR DOORS NEED TO HAVE WEATHERSTRIPPING AROUND THE PERIMETER OF THE DOOR AND BE EQUIPPED W/ DOOR SWEEP ALONG THE BOTTOM OF THE DOOR. OWNER PROVIDED ITEMS THE FOLLOWING ITEMS ARE PROVIDED / FURNISHED BY THE OWNER & TO BE INSTALLED BY THE CONSTRUCTOR NOTE: THE FOLLOWING STAINLESS STEEL PROVIDED BY OWNER -- INSTALLED BY G.C.: 1. WP3 PANELS 2. 4' WP2 PIECE AT END OF HOOD 3. PANEL DIVIDERS AT WP3 4. WALL END CAP AND HEADER AT WP3 5. INSIDE CORNER AT WP3 TO WP2 6. FLASHING AT TOP OF BASE AT WP3 C.C. TO PROVIDE VERIFIED DIMENSIONS TO OWNER AT START OF PROJECT. ALL OTHER STAINLESS STEEL BY G.C. NOTE: G.C. TO INSTALL MIN. 3 1/2" NON - COMBUSTIBLE MINERAL FIBERGLASS BATTS SOUND INSULATION AT ALL RESTROOM PARTITIONS AND CEILINGS. FIRE DEPARTMENT NOTES 1.F1RE PROTECTION SYSTEMS (FIRE HYDRANTS, WATER MAINS, ETC.) SHALL BE INSTALLED, TESTED AND APPROVED BY THE CITY OF ANDERSON PRIOR TO THE ISSUANCE OF BUILDING PERMITS. NOTE ADDED TO PLANS SHEET A -1.0. 2. BUILDING ADDRESS NUMBERS SHALL BE PLAINLY VISIBLE FROM THE STREET FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. NOTE ADDED TO PLANS SHEETS A -1.0 & A - 2.0 & A - 2.1. 3, ALL COOKING EQUIPMENT THAT PRODUCE GREASE LADEN VAPORS SHALL BE PROTECTED BY A H000 AND DUCT FIRE EXTINGUISHING SYSTEM IN COMPLIANCE WITH THE UNIFORM FIRE CODE AND UL300. ADDED TO PLANS SHEETS A -1.0 & K -1.0. 4. A ARE DEPARTMENT APPROVED KEY LOCK BOX SHALL BE INSTALLED AT OR NEAR THE MAIN ENTRANCE TO THE FACILITY FOR EMERGENCY ACCESS. CONTACT THE F1RE PREVENTION DIVISION FOR INSTALLATION INSTRUCTIONS. NOTE ADDED TO PLANS SHEETS A -1.0 & A -2.0. 5. ADDRESSING ADDRESS NUMBERS SHALL BE DISPLAYED ON THE FRONT OF BUILDINGS, OR AS REQUIRED BY THE F1RE CODE OFFICIAL. NUMBERS SHALL BE TEN (10) INCHES HIGH, WITH A PRINCIPAL STROKE OF NO LESS THAN THREE QUARTER (3/4) INCH. NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. WHEN ADDRESS NUMBERS ARE LOCATED ON CLEAR GLAZING SUCH DOORS, WINDOWS, OR RELIGHTS, THE NUMBERS SHALL BE WHITE TO ACHIEVE CONTRAST DURING ALL LIGHTING CONDITIONS. 6. PORTABLE FIRE EXTINGUISHERS PORTABLE FIRE EXTINGUISHERS, EACH HAVING A MINIMUM UL CLASSIFICATION OF 2A - 10BC, ARE REQUIRED AT THE RATIO OF ONE EXTINGUISHER FOR EACH 3,000 SQ. FT. OF FLOOR AREA. EXTINGUISHERS SHALL BE MOUNTED IN CONSPICUOUS LOCATIONS, ADJACENT TO EXITS, AND SO THE TRAVEL DISTANCE TO AN EXTINGUISHER DOES NOT EXCEED 75 FT. THE TOP OF THE EXTINGUISHER SHALL BE WITHIN 48 IN. OF THE FLOOR. 7. KITCHEN HOOD AND DUCT EXHAUST FIRE EXTINGUISHING SYSTEM A UL 300 RATED FIRE EXTINGUISHING SYSTEM 15 REQUIRED FOR PROTECTING THE COMMERCIAL COOKING EQUIPMENT AND HOOD AND DUCT ASSEMBLY. A PERMIT TO INSTALL THE FIRE EXTINGUISHING SYSTEM 15 REQUIRED. A CLASS K PORTABLE EXTINGUISHER SHALL BE LOCATED NEAR THE HOOD, IN THE PATH OF EGRESS. IF THE EXISTING KITCHEN HOOD AND DUCT EXHAUST FIRE EXTINGUISHING SYSTEM IS UL300 COMPLIANT, THEN A CURRENT COFIDENCE TEST OF THAT SYSTEM IS REQUIRED. 8. OCCUPANT CAPACITY SIGNS WHERE A BUILDING OR PLACE OF ASSEMBLY 15 REQUIRED TO HAVE ITS OCCUPANT CAPACITY POSTED FOR PUBLIC VIEW, THE SIGN SHALL BE PERMANENTLY LOCATED ADJACENT TO THE MAIN ENTRANCE TO THE PLACE OF ASSEMBY, AND SHALL REMAIN VISIBLE AT ALL TIMES. FINISH SCHEDULE A10 -FS06 03/18/07 ROOM NAME FLOOR BASE WALL CEILING 100 DINING ROOM T - 61 / T -63 18 ° x18" PORCELAIN 11LE T -69 6 ° x12" PORCELAIN TILE T - 6113 COVEBEV. FOR SERVING P -65 PAINTED GYP. BD. P -66 P GYP. BD. T -67 2 X 2" CERAMIC TILE T 2 "X 2" CERAMIC TILE WP4 WOOD PANEL C3 GYP. BD. W/ PAINT C1 2'X2' SUSP. GRID ACOUSTICAL TILES 101 SERVING AREA QT 6 "x6" CONT. QUARRY TILE QT1 IN HIGH TRAFFIC AREA QT2 6"x6" CONT, 3/8" RAD. MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS P-61 SMOOTH WASHABLE PAINT T -67 2 "X 2" CERAMIC TILE T -68 2 "X 2" CERAMIC TILE WP4 WOOD PANEL C3 GYP. BD. W/ PAINT P-61 SMOOTH WASHABLE PAINT 102 MANAGER OFFICE QT 6 "x6" CONT. QUARRY 11LE QT1 IN HIGH TRAFFIC AREA QT2 6"x6" CONT. " MIN. (KITCHEN 3/8 EQ RAD. UIP ON 6" NSF APPROVED LEGS P -61 GYP. BD. WP1 FRP PANEL C2 2'X4' SUSP. GRID WASHABLE VINYL COATED GYP. BD. PANELS 103 KITCHEN QT 6 "x6" CONT QUARRY TILE QT1 IN HIGH TRAFFIC AREA QT2 6 "x6" CONT. 3/8" RAD. MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS WP3 S.S. BEHIND COOK LINE WP1 FRP PANEL C2 2'X4' SUSP. GRID WASHABLE VINYL COATED GYP. BD. PANELS 104 STORAGE QT 6 "x6" CONT. QUARRY TILE QT1 IN HIGH TRAFFIC AREA QT2 6 "x6" CONT. 3/8" RAD MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS WP1 FRP PANEL C2 2'X4' SUSP. GRID WASHABLE VINYL COATED GYP. BD. PANELS 1 05 WALK -IN COOLER QT 6 "x6" CONT. QUARRY TILE QT1 IN HIGH TRAFFIC AREA SS /ALUM. EXT S.S. INT, ALUM /GALV. STL ALUM /GALV. STL 105 L WALK -IN FREEZER GALV. STL. SS /ALUM. EXT S.S. INT, ALUM /GALV. STL ALUM /GALV. STL 106 MEN'S ROOM T -64 8" X 8 PORCELAIN TILE T-65c 6" X 12" PORCELAIN TILE W/ 3/8" RAD. COVE T -65 12" X 24" PORCELAIN T -66 2 ° X 2" GLASS TILE P -61 PAINTED GYP. BD. C3 GYP. BD. W/ PAINT P -61 SMOOTH WASHABLE PAINT 107 WOMEN'S ROOM T -64 8" X 8' PORCELAIN TILE T-65c 6" X 12" PORCELAIN 11LE W/ 3/8" RAD. COVE T -65 12" X 24" PORCELAIN T -66 2 "X 2" GLASS TILE P -61 PAINTED GYP. BD. C3 GYP. BD. W/ PAINT P -61 SMOOTH WASHABLE PAINT 108 VESTIBULE T -61 18x18" PORCELAIN TILE T-69 6" x12 PORCELAIN TILE P -65 PAINTED GYP. BD. P -66 PAINTED GYP. BD. T -67 2 "X 2" CERAMIC TILE T -68 2 "X 2" CERAMIC TILE WP4 WOOD PANEL C3 GYP. BD. W/ PAINT C1 2'X2' SUSP. GRID ACOUSTICAL TILES DOOR SCHEDULE A10 -DS06 09/25/06 NO. MANUFACTURER MFG # SIZE FRAME FACEIEDGE THK CORE LITE RATE HOW 01 EXISTING GLASS DOOR US ALUMINUM - ALUM. BLACK KYNAR FRA 4 1/2 "x2" 1" CLR. GLASS INSULATED GLASS - HW - 1, (E) BY LL LL TO PROVIDE PANIC LOCK D2 - - - - - - - - - - D3 CECO - 3'- 0 "x7' -O" H. METAL S.C. WD MAPLE FIN. W/ CLR. SEALER 1 3/4 SOLID - - HW -4 l�J EXISTING GLASS DOOR US ALUMINUM - ALUM. KYNAR FR0k 4 1/2 "x2° 1 CLR. TED GLASS GLASS - HW -1, (E) BY LL. LL TO PROVIDE PANIC LOCK HARDWARE SCHEDULE INSTALLED AND FURNISHED BY. G.C. SET HINGES CLOSERS PUSH /PULL LOCKSET STOPS THRESHOLD ADA SIGNAGE DOOR BELL VIEWER KICKPLATE SILENCERS HW OFFSET PIVOTS TOP, BOTTOM & INTERMEDIATE DORMA RTS88 BFE 90' NHO 626 KAWNEER CO- 9 /CP -II #14 THUMBTURN - PEMKO 2005AT - - - - - HW -2 OFFSET PIVOTS TOP, BOTTOM & INTERMEDIATE DORMA RTS88 BFE 90' NHO 626 KAWNEER C0- 9 /CP -II #14 - TRIMCO 1215CKU - - - - - - HW -3 SELECT PRODUCTS LIMITED SL11 DORMA TS93 -5 PT 689 - PDQ GT SERIES #116 626 - PEMKO 2005AT - EDWARDS 101 WHITE PEEK -0 #595 TRIMCO K0038 35 "x10' 630 - HW STANLEY F03179 4 - 1/2x4 600 DORMA TS93 - 5 PT 689 - MARKS USA 195 L / US 32 -51 TRIMCO 1215CKU - SBH, BLUE 58445, SBH12M 56443, 5BH12W - - TRIMCO K0038 35"x10° 630 (BOTH SIDES; IVES SR64 GRAY HW -5 STANLEY FBB179 4 -1/2x4 600 DORMA 1593 -5 PT 689 TRIMCO 7141, 630 7001, 630 - TRIMCO 1215CKU - SBH, BLUE SB445, 5BH12M 58443, SBH12W - - TRIMCO K0038 35 "x10' 630 (BOTH SIDES; IVES SR64 GRAY 1. ALL DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL, KNOWLEDGE OR EFFORT IN ACCORDANCE WITH LOCALLY ADOPTED CODES. AT STOREFRONT DOORS WITH KEYED LOCK G.C. IS TO PROVIDE A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING 'THESE DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS.' 2. FM-2 IS USED ONLY ON PROJECTS WITH AN ENTRY AIRLOCK VESTIBULE 3. FM-4 IS USED ONLY ON PROJECTS THAT HAVE SINGLE OCCUPANCY TOILET ROOMS. WALL PANEL SCHEDULE A10 -WPS06 09/25/06 NO MANUFACTURER DESCRIPTION MFG # COLOR FINISH REMARK (WP1) KIMLITE / LASCO THICKNESS: .090 LBCS.14 #636 (LIGHT GRAY), SM /SM SMOOTH & WASHABLE, 817.697.0195 (Tom Sucher) (WP2) - S.S. PANEL (22 GA) - BRUSHED FINISH WP3 - S.S. PANEL (24 GA) - RIBBON FINISH FURNISHED BY OWNER, INSTALLED BY G.C. (WP4) FORMICA CUSTOM PLASTIC LAMINATE - CHINA RED (BEECHWOOD PATTERN) TEL (626) 810 - 1819 SPECIAL SURFACE SCHEDULE A10 -SSS06 03/18/07 NO MANUFACTURER PRODUCT MFG # STAIN / COLOR FINIISH REMARK L -61) OCTOPUS PLATSTIC LAM. (OCTOLAM) #585 TEL: 1- 877 -OCT0LtM, UNDA GRASS (GR -6J - -- GRANITE (SLAB) - -- BLACK GALAXY POLISHED COUNTER TOP WALL SCHEDULE A10 -WS06 09/25/06 NO. DESCRIPTION w1 EXISTING WALL BY LANDLORD. TENANT SIDE 5/8" TYPE "X" GYP. BD. AND INSULATION BY LANDLORD. . y EXIS S TING, , STORE.-.00NT .4.„,,p ROTECT I PLACE) a, e . ws N/A I Q 3 5/8" MTh STUD @ 16" O.C., W/ 5/8" TYPE "X" GYP. BD. BOTH SIDES (FRAME UP TO 18' -2" A.F.F. SEE DETAIL 9/A3.0) 0 N/A ws 3 5/8" MTL STUD Q 16" 0.C., LOWER WALL W/ 5/8" GYP. BD. BOTH SIDES (FRAME UP TO 8' -6" A.F.F. SEE DETAIL 9/A3.0 ) /,.� �.. INTERIOR . PANHEDULE ...... z....................... ..... a_. �.. A10 -IPSO6 03/18/07 NO MANUFACTURER MFG # COLOR FINISH REMARK CP -60 ) BENJAMIN MOORE 2132 -10 BLACK SATIN FINISH RESTROOM DOOR FRAMES BENJAMIN MOORE OC -30 GRAY MIST (WHITE) EGGSHELL, LATEX RESTROOM UPPER WALLS & CEILING (P -61 ) BENJAMIN MOORE 0C -30 GRAY MIST (WHITE) SEMI -GLOSS KITCHEN CEIILNG, WALL (P -61s) BENJAMIN MOORE 2087 -10 NEON RED (RED) EGGSHELL, LATEX DECORATIVE FRAME (CANOPY), ROUND SOFFIT P$2 BENJAMIN MOORE 2145.20 TERRAPIN GREEN EGGSHELL, LATEX LOW WALL (P -83 ) BENJAMIN MOORE 1400 YOUR MAJESTY (PURPLE) SEMI -GLOSS DOOR FRAME (P -83s) BENJAMIN MOORE 2011 -10 ORANGE EGGSHELL, LATEX SOFFIT, & PROJECTION EDGE @ SERVICE UNE (P -64 ) BENJAMIN MOORE BENJAMIN MOORE BENJING GOLD EGGSHELL, LATEX PERIMETER WALL (P-65 ) (P-66 ) BENJAMIN MOORE 2018 -40 NACHO CHEESE (YELLOW) EGGSHELL, LATEX MENU BOARD WALL, UPPER SOFFIT WALL CP BENJAMIN MOORE AC -36 SHENANDOAH TAUPE (WARM GRAY) EGGSHELL, LATEX EXPOSED JOISTS, DUCT, DECK & RELATED EXPOSED CEILING ITEMS, REAR DOOR AND FRAME. TILE SCHEDULE ( SEE SHEET A -1.2 ) NOTE: THE FOLLOWING STAINLESS STEEL PROVIDED BY OWNER -- INSTALLED BY C.C.: 1. WP3 PANELS 2. PANEL DIVIDERS AT WP3 3. WALL END CAP AND HEADER AT WP3 4. INSIDE CORNER AT WP3 TO WP2 5. FLASHING AT TOP OF BASE AT WP3 6. 4' WP2 PIECE AT END OF HOOD ALL OTHER STAINLESS STEEL BY G.C. G.C. TO PROVIDE VERIFIED DIMENSIONS TO OWNER AT START OF PROJECT. WALL LEGEND EXISTING WALL TO REMAIN NEW WALL LOW WALL WALK -IN BOX PANEL LEGEND EGRESS PATH REQUIRES 1 FOOT CANDLE AT FLOOR ALONG THE ENTIRE PATHWAY AND EGRESS DISCHARGE AREA. n ./. Aff. yrrr .1 -rrr r3 5 " {; L•r•'• ■ 3 ' - "x7' 0" II� 10 \ p3 E 1'- 1 u Irt 11 7 7 ____ 7 • • • � • • SEE DTL. 14/A3.0 UNDER HOOD EXHAUST H00 ABOVE SOFFIT LINE ABOVE WALK -IN COOLER PROVIDED BY OWNER INSTALL BY G.C. WAL FRE PROVID OW INSTALL -IN ZER D BY ER BY G.C. ELECTRICAL PANELS, SEE ELECTRICAL DRAWINGS PROVIDE SIGNAGE FOR SYMBOL OF ACCESSIBI BUILDING ENTRANCE P SECTION 1117 B.5.8.1. TACTILE EXIT SIGN MO PER CBC SECTION 10 EXIT SIGNAGE SHALL 1 SECTION 1117b.5.1 #. EACH GRADE LEVEL E THE WORD "EXIT" DASHLINE INDICATES SOFFIT _ ABOVE LO - ELECTRICAL FLOOR STUB \ " . n 1111111111 SERVICE AREA RECEPTACLE HEALTH DEPARTMENT NOTES MOP SINK, SEE DETAIL 16/A3.0 1. NO CHANGES WILL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL 2. PUBLIC HEALTH - SEATTLE & KING COUNTY INSPECTION REQUIRED ON COMPLETION OF WORK PRIOR TO OPENING. FLOOR PLAN AND FINISH SCHEDULE 0 2 4 8 16 SCALE: 1 /4 " =1' -O" PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS. DESIGNS. SKETCHES. IDEAS. ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECT'S WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. INC. & VIGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER. AND NOT FOR OTHER RELATED. IMPLIED. OR FUTURE WORK(S) OR PROJFCT(5). • REVISIONS: ■ ■ ISSUE DATE: • 1ST 2No 3RD 4TH 5TH 6TH • ARCHITECT • VIGEN ■ PROJECT: • ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.269.11 72 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4- 08 -D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. • SEAL: • SHEE`' NO. A -1.0 FLOOR PLAN AND FINISH SCHEDULE ADDENDUM SUBMITTAL 1 2/1 8/07 DATE DESCRIPTION BY I REV. A 10/31/07 PLAN CHECK MH <<1<<1<<1 11/09/07 PRG CHANGES MH 1 NOTE: THE FOLLOWING STAINLESS STEEL PROVIDED BY OWNER -- INSTALLED BY C.C.: 1. WP3 PANELS 2. PANEL DIVIDERS AT WP3 3. WALL END CAP AND HEADER AT WP3 4. INSIDE CORNER AT WP3 TO WP2 5. FLASHING AT TOP OF BASE AT WP3 6. 4' WP2 PIECE AT END OF HOOD ALL OTHER STAINLESS STEEL BY G.C. G.C. TO PROVIDE VERIFIED DIMENSIONS TO OWNER AT START OF PROJECT. WALL LEGEND EXISTING WALL TO REMAIN NEW WALL LOW WALL WALK -IN BOX PANEL LEGEND EGRESS PATH REQUIRES 1 FOOT CANDLE AT FLOOR ALONG THE ENTIRE PATHWAY AND EGRESS DISCHARGE AREA. n ./. Aff. yrrr .1 -rrr r3 5 " {; L•r•'• ■ 3 ' - "x7' 0" II� 10 \ p3 E 1'- 1 u Irt 11 7 7 ____ 7 • • • � • • SEE DTL. 14/A3.0 UNDER HOOD EXHAUST H00 ABOVE SOFFIT LINE ABOVE WALK -IN COOLER PROVIDED BY OWNER INSTALL BY G.C. WAL FRE PROVID OW INSTALL -IN ZER D BY ER BY G.C. ELECTRICAL PANELS, SEE ELECTRICAL DRAWINGS PROVIDE SIGNAGE FOR SYMBOL OF ACCESSIBI BUILDING ENTRANCE P SECTION 1117 B.5.8.1. TACTILE EXIT SIGN MO PER CBC SECTION 10 EXIT SIGNAGE SHALL 1 SECTION 1117b.5.1 #. EACH GRADE LEVEL E THE WORD "EXIT" DASHLINE INDICATES SOFFIT _ ABOVE LO - ELECTRICAL FLOOR STUB \ " . n 1111111111 SERVICE AREA RECEPTACLE HEALTH DEPARTMENT NOTES MOP SINK, SEE DETAIL 16/A3.0 1. NO CHANGES WILL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL 2. PUBLIC HEALTH - SEATTLE & KING COUNTY INSPECTION REQUIRED ON COMPLETION OF WORK PRIOR TO OPENING. FLOOR PLAN AND FINISH SCHEDULE 0 2 4 8 16 SCALE: 1 /4 " =1' -O" PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS. DESIGNS. SKETCHES. IDEAS. ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECT'S WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. INC. & VIGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER. AND NOT FOR OTHER RELATED. IMPLIED. OR FUTURE WORK(S) OR PROJFCT(5). • REVISIONS: ■ ■ ISSUE DATE: • 1ST 2No 3RD 4TH 5TH 6TH • ARCHITECT • VIGEN ■ PROJECT: • ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.269.11 72 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4- 08 -D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. • SEAL: • SHEE`' NO. A -1.0 FLOOR PLAN AND FINISH SCHEDULE ADDENDUM SUBMITTAL 1 2/1 8/07 LIGHTING FIXTURE SCHEDULE PROVIDED FOR INFORMATION ONLY. VERIFY AND INSTALL PER ELECTRICAL DRAWING SSUED7124/07 ITEM SYMBOL DESCRIPTION QTY. MFR. & CAT. NO. LAMPS X WATTS REMARK C 1 ANGLED TEGULAR CIRRUS #584 T - BAR CEILING R lOUNTED FLUORESCENT LIGHTING FIXTURE, 2 120V WITH ONE ELECTRONIC BALLASTS AND T-8 LAMPS. EXTRUDED VIRGIN LENS. BAKED -ON WHITE ENAMEL FINISH. � ; 8 LIGHTOUER FIXTURE: XP2GVA332120 - 03 T8 D830 3x32W KITCHEN CEILING LIGHTS. FURNISHED BY OWNER m L1 8 SMOOTH & WASHABLE - WHITE AM T-BAR CEILING RECESS MOUNTED FLUORESCENT LIGHTING FIXTURE, 2'x4', ` 120V WITH TWO ELECTRONIC BALLASTS AND T -8 LAMPS. EXTRUDED VIRGIN LENS. BAKED -ON WHITE ENAMEL FINISH. 0 LGHTOLIER FIXTURE: XP2GVA332120 -03 T8 D830 3x32W MIN. 1 FT. CANDLE KITCHEN CEILING LIGHTS. FURNISHED BY OWNER NIGHT LIGHTS. L1A I L3 1 L3 EMERGENCY LIGHT, DUAL HEAD WITH BATTERY PACK, 120V, WHITE COLOR 6 UGHTOLIER E1 25NH - 12W 2 X12 WATT HALOGEN LAMPS SUPPLIED W /FIXTURE FURNISHED BY OWNER 100 4 ® L4 UNIVERSAL MOUNT EXIT SIGN LED LIGHTED, 120V WITH BATTERY PACK, 2 FACE, GREEN LETTER 2 UGHTOLIER FIXTURE LUNW2G (DOUBLE FACE) FIXTURE: LUNW1 G (SINGLE FACE) FIXTURE SUPPLIED W/ LED LIGHTING FURNISHED BY OWNER c_ 20 L6A HOOD LIGHT 10 FURNISHED & INSTALLED BY EQUIPMENT SUPPLIER CF14EL / A19 3000K ELECTRICAL CONTRACTOR TO DO THE WIRING a (6E7) 4 WALK 4 -IN COOLER FLUORESCENT LIGHT, 120V. 48" 2 KA50N FIXTURE: #1810F00048 2)(32W FURNISHED BY OWNER L6B AM 0 L17A DOWNLIGHT, RECESSED INCANDESCENT /''' g ®L,,,, • ..IGHTOLIER 1002P1 W/1005 fiRIM WESTINGHOUSE PAR 30 3000 K 15W COMPACT FLUORESCENT LAMP FURNISHED BY OWNER ® L71 �� FLUORESCENT WALL MOUNTED FIXTURE CENTER ABOVE MIRROR IN BOTH RESTROOMS 2 LIGHTOUER ALTER QVW85PFOS2FT- 120 -BR SYLVANIA DULUX (2 P DRBFIXTURE) CENTER OVER MIRROR IN BOTH TOILET ROOMS FURNISHED BY OWNER L71 30 K L) 111 L72 CEIUNG MOUNTED FLUORESCENT 120V, 13" SQUAB 2 UGHTOLIER: ALTER WINDOWS WALL FIXTURE: QVWISPASQ2QT12OF4 2- SYLVANIA 18W TRIPLE TUBE DULUX QUAD BASE CF18DT /E IN 830 RESTROOM CEILING FURNISHED BY OWNER ® g L73 ALCYON GLASS RING MR16 TRACK HEAD i 4 ; UGHTOLIER FIXTURE: 22GR6WH SYLVANIA 37W IR MR16 FL35 (OR EQ.) ACCENT LIGI -TYING FURNISHED BY OWNER IMF AEI Ilk L74 DOWLIGHT, RECESSED IN GYP BD. SOFFIT ( i f UGHTOLIER: 2000LV W/ 2008 BRUSHED GOLD REFLECTOR SYLVANIA 37W IR MR16 FL35 (OR EQ.) IN SOFFIT @ SODA STATION FURNISHED BY OWNER ® /74A\ 37 0 L74A DOWLIGHT, RECESSED GYP BD. SOFFIT 1 W /GLASS RING - OVER SERVING LINE ONLY 1 0 6 UGHTOLIER: 2000LV W/ 2008 BRUSHED GOLD REFLECTOR AND 1302 GLASS RING SYLVANIA 37W IR MR16 FL35 (OR EQ.) IN SOFFIT @ SERVING LINE FURNISHED BY OWNER L76 ° L76 DECOR LIGHT FOR CHINESE LANTERNS y 8 SEA GULL LIGHTING 6905XBLE -962 SEAGULL 97102 13W 01 PIN BASE SHORTEN / ORG IN FIELD INSTALL W/0 GLASS SHADE FURNISHED BY OWNER 13 AI SINGLE CIRCUIT TRACK, MOUNTED WITH 18" EXTENSION, WHITE l TRACK: LI #6000 -WHITE COUNTING KIT #7584 WATT RATING PER LOCAL CODE FURNISHED BY OWNER I 1 T18 w TS SINGLE CIRCUIT TRACK, WHITE ' m' �` 1 ( 1 2) ` 1 4 ) ,� M LIGHTOLIER TRACK: #6000 -WHITE WATT RATING PER LOCAL CODE FURNISHED BY OWNER I I T5 CEILING SCHEDULE S3- A11 -CS01 12/01/00 NO MANUFACTURER DESCRIPTION MATERIAL FINISH PLAN CHECK ARMSTRONG 2 ' X 2' SUSPENDED T - BAR GRID CEILING SYSTEM ANGLED TEGULAR CIRRUS #584 WHITE WITH WHITE TRACK C1 8 USG 2' X 4' SUSPENDED T -BAR GRID "VINYL ROCK" VINYL - CLAD GYP. BD. PANELS SMOOTH & WASHABLE - WHITE 1 C2 CEILING SYSTEM GOLD BOND MONOLITHIC CEILING ON METAL FRAMING 5/8" GYP. BD. SMOOTH PAINT - WHITE & WASHABLE C3 REV. DATE DESCRIPTION BY A 10/31/07 PLAN CHECK MH Q 11/09/07 PRO CHANGES MH 8 4 < ROOF STRUCTURE- PROVIDE BLK'G AT BOT. OF TRUSSES WHEN CONDUIT FALLS IN BETWEEN 3/4" CONDUIT COMPRESSION STRUCT PRESSURE FIT BETWEEN ROOF STRUCT. & CEILING MAIN RUNNER AT 12' -O" O.C. EA. WAY WITH FIRST POINT WITHIN 6' -0" OF PERIMETER WALLS PER UBC STD 47 -10 (1991 ED) PERIMETER WIRE AT EA. TERMINATION POINT !T 8" MAX. I I.i.I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 J 1 1 1 . 1 1 1 I IT ACOUSTICAL CEILING BOARD FACE OF. WALL NOTE: FOR SEISMIC AREA 4 ONLY RUN WIRE THRU CENTER OF CONDUIT - CONNECT TO ROOF STRUCT. WITH EYE LAG SCREW WRAP WIRE THRU PREDRILLED SLOTS IN RUNNERS & AROUND BOTTOM OF CONDUIT 4 -12 GA. SPRAY WIRES (AT 200 LB. DESIGN LOAD MIN.) CROSS RUNNER AT 2' - 0" D.C. MAIN RUNNER AT 4' -O" O.C. T -BAR CEILING DETAIL NO SCALE 0 (E) STEEL DECK • 6 `.,SIM. A3.2,% L2 "x2 "x206A CONT. SUPPORT ANGLE PER ASCE 9.6.2.6.2.2 10" L74A 3' -0" 12" #12 EA SIDE@ 4 " 0.C. INTO DECK 4 "x20 GA STUDS @ 24" 0.C. 4 "x20 GA STUDS @ 4" O.C. (@ BRACES +17-2" CEILING 4 "x20 GA STUDS @ 4' 0_C. (BETWEEN BRACES) (N) SUSP CEILING @ KITCHEN +10' - 0" CORNER BEAD FINISH PLYWD BEHIND GYP BD. L2 "x2 "x206A CONT. SUPPORT ANGLE PER ASCE 9.6.2.6.2.2 1 /6 C: ...• r NEON LIGHT G.B. w/ TAPABLE GROUND 3/4" PLYWOOD BACKER 0/ 20 GA END TRACK 4 #10's EA STUD 4 "x20 GA TRACKS w/ 2 — #12 TEKS TO DECK @ 6" D.C. TYP. (E) STEEL TRUSSES 4 "x20 GA BRACING 4' 0.C. 4 — #10's EA. LOC TYP. (N) SUSP. CEILING @ DINING D05-001-004b PERPENDICULAR CONDITION 1 /2 " =1' -0" GENERAL CEILING PLAN NOTES 1.) LOUVERS, AND PANEL FRONTS SHALL BE SPRAY PAINTED TO MATCH ADJACENT SURFACES, INCLUDING FACTORY FINISHED ITEMS. NO BRUSH PAINTING OF THESE [TEMS WILL BE PERMITTED 2.) ALL EXPOSED GYPSUM BOARD SHALL BE SEALED WITH ONE COAT OF SEALER AND FOLLOWED BY TWO COATS PER PAINT FINISH WITH SMOOTH FINISH. 3.) FOR DETAILS NOT CALLED PUT ON REFLECTED CEIUNG PLAN, SEE INTERIOR ROOM ELEVATIONS. 4.) REFER TO SECTIONS AND DETAILS FOR VERIFICATIONS OF ALL CEILNG HEIGHTS. 5.) CEIUNG HEIGHTS SHOWN ARE FROM FINISHED CEILING SURFACE TO FINISH CONCRETE FLOOR 6.) LOCATE ALL LIGHTS AND CEILING REGISTERS SYMMETRIC- ALLY CENTERED OVER DOORS, WINDOWS OR BAYS OF CEILING DESIGN AS INDICATED. 7.) LAYOUT FOR DINING ROOM ACOUSTICAL TILE SHALL COMMENCE AT CENTER POINT OF CEILING AREA. 8.) FOR ALL REGISTERS AND DIFFUSERS SEE °M" DRAWING. 9. FOR ALL ELECTRICAL UGHTING FIXTURES SEE "E" DRAWINGS. 10.) CONTRACTOR TO PROVIDE ALL FLUORESCENT TUBE LAMPS (USE WARM WHITE ONLY) S3- A11 -GCNO 1 12/01/00 1E1MI■ ■I•I•I • hi. 'Iv .. w SIM. DINING ROOM CEILING +17' - 2" A.F.F. START T -BAR CEILING & GRID C1 ( DINING ROOM CEILING ' I�J p +12' -0" A.F.F. C1 MANAGER STATION CEILING @ +10' -0" A.F.F. C2 EXHAUST HOOD - SEE MECHANICAL DRAWINGS BOTTOM OF SOFFIT ®+ 6' -8" A.F.F. P -D - SERVING AREA CEILING © +10 - 0" A.F.F. (P -D) KITCHEN CEILING © +10 --0" A.F.F. C2 MOUNT MENUBOARD SUPPORTED FROM SOFFIT, SEE DETAIL 10/A3.0 S.S. ENCLOSURE FROM TOP OF EXHAUST HOOD TO CEILING BY G.C. KITCHEN EQUIPMENT LIGHT FIXTURE WIRING BY ELECTRICIAN, PROVIDED BY MANUF. AND INSTALLED BY G.C_, TYP. SS. ENCLOSURE FROM TOP OF WALK -IN BOXES TO CEILING BY C.C.. FABRICATION DIMENSIONS OF ENCLOSURE SHALL BE VERIFIED AND MATCH COOLER DIMS. NO CEILING WORK ABOVE COOLER, TYP. WORK ROOM CEILING +10 -0" A.F.F. C2 LEGEND ■111111IIIIIIIIIlIII■IlIIIII ■I■ EGRESS PATH REQUIRES 1 FOOT CANDLE AT FLOOR ALONG THE ENTIRE PATHWAY AND EGRESS DISCHARGE AREA. DENOTES ARTWORK & MURAL AREA C3 C3 t Aft — SEE DETAILS 9 & 13/A3.0 FOR T— BAR CEILING DETAILS. qr .... ��.. .. ) ... e ,,. ...�....� ...�,. �....�•.. — SEE DETAILS 1/E3.1 FOR SATC BRACING ;y DETAIL CDD WATER 1 HEATER CEILING @ +1 1' -0" A.F.F. E3N C2 0 2 4 8 —r— f G 1 1 f 1 1 OOTTOM OF ® + 9' -3" / G 1 f 0 ROUND GYF BD. SOFFIT SOFFIT J DECORATIVE LATERN PROVIDED BY PANDA EXPRESS AND INSTALLED BY G.C. CONTINUOUS SINGLE STROKE RED NEON © SOFFIT, SEE DETAIL 18/A3.0 DECOR PROVIDED BY PANDA EXPRESS AND INSTALLED BY G.C. SOFFIT A.F.F. +10'- 6 "rA.F.F. A (P -4) C +8' -6 A.F.F. MEN'S R00 CEILING q +7' - 4" A.F.F. (P -D) i WOMEN'S RC0M CEILING +7' -4" A.F.F. (P -D) REFLECTED CEILING PLAN SCALE: 1 /4"= 1 ' -0" 16 C3 C3 C3 REFLECTED CEILING PLAN AND LIGHTING SCHEDULE PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS. DESIGNS, SKETCHES, IDEAS, ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECTS WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON. FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRIIIEN CONSENT OF PANDA RESTAURANT GROUP. INC. & VIGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS I5 CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER AND NOT FOR OTHER RELATED. IMPUED. OR FUTURE WORK(S) OR PROJECT(S), • REVISIONS: • • ISSUE DATE: • 1ST 2ND 3RD 4TH 5TH 6Th • ARCHITECT • VIGEN • PROJECT: • ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: ARCH PROJECT #: DATE #: THESE DRAWINGS TO BE USED ONLY LOCATED ABOVE. • SEAL: • S4 -08 -D 167 H702.020 8/25/07 FOR THE PROJECT ADDENDUM SUBMITTAL 1 2/1 8/07 TILE SCHEDULE Al2 -TS06 03/18/07 NO MANUFACTURER DESCRIPTION SERIES MFG# COLOR FINISH JOINT GROUT REMARK SP EC CERAMICS T 714.399 - 1720 18" X 18 PORCELAIN AMBIENTE TE — TAISHAN MATTE 1/8" / " 0 - 62 DINING ROOM FLOOR c T1a SPEC CERAMICS T F 714.808.1041 6" X 12" PORCELAIN AMBIENTE — TAISHAN MATTE 1/8' G -62 SERVICE COUNTER COVE BASE T - 63 ( SPEC CERAMICS T 714.399 - 1720 F 714.80$.104 18" X 18" PORCELAIN AMBIENTE CONGLING — 1 S / " G-62 DINING ROOM FLOOR AND BASE T _ C SPEC CERAMICS TF- - 7714.814.399 - 17208.104 1 0 8" X 8" AMBIENTE — CONGLING — 1 / S" 0 RESTROOM FLOOR T ( � 1720 SPEC CERAMICS T F 71714.84.399 - -108.1041 12" X 24" PORCELAIN AMBIENT E — XIAN — 1/8" 0 RESTROOM WALL _r_( 65c SPEC CERAMICS T— F- 714.3 714.8990$.1--•172041 0 fi" X 12 PORCELAIN AMBIENTE - XIAN — 1/8" G - 61 RESTROOM COVE BASE ( SPEC CERAMICS TF- 714.8- 714.399 08.1-1720 041 2" X 2" GLASS TILES LUXA "LUCIDI" L487 — GLOSS 1/8" G - 61 ACCENT TILE ON RESTROOM WALL T-67 SPEC CERAMICS T- 714.399 --1720 F- 714.808.1041 2 " " C 2 X 2 12" SHEET S T] LE . SPEC BY IS SPEC 'FPC PANDA CERAMICS. ". THIS SHIPPED SPEC IN WILL ALTERNATING PROVIDE BOTH PATTERN BLACK ON ti X GLOSS AND WHITE MATTE TILES. B.JT. — GLUE TO WD BAd(ER, NO VERTICAL GROUT JT. WOOD BACKER AND 11LE BAND ONLY TO RUN BEHIND Stirs. - 68 SPEC CERAMICS T 714.3 -1720 F - 71 4.808 1 69 SPEC CERAMICS TF-7-- 714.314.899 -1720 08.1041 6 "x12" PORCELAIN FPEC PORCELAIN SPEC TILE — BLACK MATTE 1/8 G_0_,84 6i(12• BLACK RE CEI4E MATTE RE T1LE A WNN USED SCDT AS WALL BASE AT WALLS THAT (QT) DAL TILE 6" X 6" QUARRY Q40 RED BLAZE PLAIN 1/8" G -63 KITCHEN,SERVICE FLOOR (QT1) DAL TILE 6" X 6" QUARRY Q40 RED BLAZE ABRASIVE 1 /$" G -63 KITCHEN,SERVICE FLOOR DAL TILE 6" X 6" COVE BASE Q3565 RED BLAZE PLAIN 1/8" G -63 KITCHEN,SERVICE BASE QT2 GROUT MAPEI 1- 714.399.1720 F- 714.808.1041 LATEX MODIFIED GROUT. 39 IVORY NON— SANDED RESTROOM WALL (G -6) MAPEI T-- 714.399.1720 F 714.808.1041 LATEX MODIFIED GROUT. 11 SAHARA BEIGE SANDED DINING ROOM FLOOR, RESIROOM FLOOR. 1/8" JOINTS (G - ) (0 MAPEI T- 714.399.1720 F 714.808.1041 LATEX MODIFIED GROUT. 16 MALT SANDED KITCHEN, SERVICE AREA FLOOR 100% SOLIDS EPDXY GROUT © COOKLINE AREA (G-64) MAPEI T 714.399.1720 F- 714.808.1041 LATEX MODIFIED GROUT. 10 BLACK SANDED DINING ROOM WALL BASE TILE, T -69 100% SOLIDS EPDXY GROUT PREPARATORY WORK Tile installation must be fully cured. with jionts clean from excess mortar and construction debris. With a slightly damlened sponge. wipe face of tile to remove dirt or dust. Do not allow standing water in the joints. mixing: See Manufacturer's specification for deatils. GROUT APPLICATION See Manufacturer's specification for details. GROUT PROTECTION Light traffic can be allowed in 18 hours at 75 degree F, normal traffic in 24 hours and heavy traffic in 72 hours. FLOOR MUST BE PROTECTED WHEN MOVING HEAVY EQUIPMENT. 5/8" GREEN BD. 48' HIGH, ON TOP OF 5/8" X 12" CEMENT BD. BY DUROCK. WALL FINISH WP3 SILICONE JOINT SEALANT SS FLASHING BEHIND SS WALL PANEL AT TOP OF Q.T. BASE LATICRETE 9235 WAIbIIPR00rG MEMBRANE, 8" UP ON WALL & 24' ON FLOOR, BETWEEN CEMENT BD. & QUARRY TILE QUARRY TILE BASE SLOPE FOR POSITIVE DRAINAGE 1/4" IN 24" TYP. f1 DRY PAD FOR — SLOPE DRAINAGE SEALANT, GE SILPRUF ScS 2000 METAL STUD MTL STUD SCREW, TOP & BOTTOM @ 16" 0.C. SEALANT, GE SILPRUF ScS 2000 20 GA. GALV. PLATE BETWEEN MTL STUD AND CEMENT BD. 8" UP & 1" ON FLOOR. 1" OVERLAP ON GALV. PLATE J - WATER PROOFING REQ. 8" UP WALL WALL BASE a@ COOKLINE 24" OUT ON FLOOR TYP. SCALE: 3 " -1 —O" M PA T -64 CITT) T 61 ..... .... r .,...�..... e . ... ..••• 1 ,.... .., ter... ,� .��... NOTE: ALL GROUT NEEDS TO BE SEALED. 7/ y .....,d ....� VvrowmvaNaAMMMMMWymm wo n moron- W/ EPDXY GROUT UNDER COOKING EQUIPMENT W/ EPDXY GROUT 36" IN FRONT OF COOKING EQUIPMENT 6 , -9 „ L S.S. CAP o/ 6" RAISED 18 "x18" CURB w/ 6" TILE BASE FOR CO2 TANKS. • .� T -61 ■ START POINT OF T—B & T —C, CORNER FLOOR TILE CENTER OF MAIN DOOR AND VERIFY WITH PM. VERIFY & ADJUST TILE ►� INSTALLATION AT THRESHOLDS TO PROVIDE LEVEL TRANSITIONS. FINISH FLOOR PLAN SCALE: 1/4' -0" 0 2 4 8 16 n TYP. TYP. TYp. -(T-61) l j PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC-SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS, DESIGNS, SKETCHES. IDEAS, ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHD'ECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECT'S WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON. FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRfTENEN CONSENT OF PANDA RESTAURANT CROP. INC. & VIGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER. AND NOT FOR OTHER RELATED. IMPLIED. OR FUTURE WORK(S) OR PROJFCT(S), • REVISIONS: • • ISSUE DATE: ■ DATE 10/31/07 11/09/07 PRG CHANGES • ARCHITECT • VIGEN • PROJECT: • DESCRIPTION BY ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4- 08 -D16 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. II SEAL: • ADDENDUM SUBMITTAL 1 2/1 8/07 CENTERLINE OF -, NOTE: INSTALLER TO PROVIDE A WATER -TIGHT SEAL BETWEEN BOTTOM OF COOLER BOX WALL & QUARRY TILE FLOOR ROOF STRUCTURE - PROVIDE BLK'G @ BOT. OF TRUSSES WHEN CONDUIT FALLS IN BETWEEN >� RUN WIRE THRU CENTER 1 1r0O 3 - #10 SCREWS 3/8" R. COVED BASE (S.S. ) , BY OUTSIDE, ALUM. INSIDE), KITCHEN EQUIP. CONTRACTOR, INSTALLED BY G.C. CLEAR 3/4" CONDUIT COMPRESSION STRUCT PRESSURE FIT BETWEEN ROOF STRUCT. & CEILING MAIN RUNNER @ 12' -0" O.C. EA. WAY WITH FIRST POINT WITHI 4' -0" OF PERIMETER WALLS PER UBC OF CONDUIT - CONNECT TO ROOF STRUCT. WITH EYE LAG SCREW WRAP WIRE THRU c DOOR AND 1 1 1 CENTERLINE OF SIGN SIGN 1 1 I 1 1' -0" DIAMETER 5/8" GREEN BD. 48" HIGH, ON TOP OF 5/8 "X12" CEMENT BD. Nil ' A PANEL COOLER W LL . (E) 2 X ROOF RAFTER (E) ROOF CONSTRUCTION @ 24" O.C. METAL STUDS PER WALL SCHEDULE . " WALL TILE FINISH PER SCHEDULE / PREDRILLED SLOTS IN RUNNERS & AROUD BOTTOM OF CONDUIT 4-12 GA. SPRAY WIRES SEE DTL AT LEFT � CLEAR SILICONE SEALANT RIVETS 12° IIGEMCO'I METAL STI�DS ICBO # 3403P L.A.�.R. # zg 4 MTL STUDS 20 GA ALTERNATING @ 48 O. A • If' 5 AL A F -F. PER -- SCHEDULE MTL STUD SCREW TOP & BOTTOM @ 16" O.C. PERIMETER WIRE @ TERMINATION POINT 1 1 - , � � , T � ^ � � � i / �/ , u , _ CEILING -SEE SCHEDULES ON SHEET A -1.0, & REFER. TO SILICONE SEALANT r ' LATICRETE 9235 WAWATERPROOF'G MEMBRANE, 8 UP WALL & 24" ON FLOOR, BETWEEN CEMENT BD. & QUARRY TILE DRY PAD FDR / / r4'' QUARRY FLOOR TILE SLOPE FOR POSITIVE DRAINAGE 1/4" IN 24" TYP 1 117 I , @ M 0.C. CLEAR 1 SILICONE SEALANT SLOPE FOR POSITIVE DRAINAGE 1/4" PER 24" TYP. ~ `n _ i 1', / 1 1 1/4" THICK EQUILATERIAL 1/4" THICK ROUND WOMEN'S MEN S MEN'S ROOM SIGN WITH ROOM SIGN WITH GRADE 2 GRADE 2 BRAILLE BRAILLE $ MAX 20 GA. GALV. PLATE BETWEEN STUDS AND CEMENT BD. 8" UP & 1" ON FLOOR. 1" OVERLAP ON GALV. PLATE "HILTI" POWER DRIVEN PINS \ \ C EILING PLAN, SHEET A -1.1 5/$" TYPE "X" GYP.BD. TO CEILING TAPED & SANDED W/ FINISH TO SLOPE DRAINAGE 1141 CEILING SCHEDULES ill L 2" x 2" x 206A CONT. SUPPORT ANGLE PER ASCE 9.6.2.6.2.2. ® CEILI {SEE SCHEDULES) 20 GA MTL S TU D 16 " O.C. Y FLOOR TILE ■� I 1 1 I I I \ \ C -2 FACE OF WALL CROSS RUNNER LI @ 24" O C. MAX. TYP. U.N.O. @ "HILTI" @ 2' -0" O.C. MAIN RUNNER __AA__ SCS 2000 1/SEALANT,GESILPRUF<' NOTE: SIGNAGE COLOR AND LETTER SIZE SHALL COMPLY WITH LOCAL CODE AND ADA REQUIREMENTS. , _ X- AL- H37P8 /DXA COMBO EASTERNERS PIN @ 16" O.C. MAX. TYP. U.N.O. I.C.B.O. # 1290 W/ MINIMUM DEPTH OF 1 1/2" @ 4' -0" D.C. SPREAD FOAM BEWTEEN QUARRY T SEALANT, GE SILPRUF AND W -IN WALL PANEL SCS 2000 / - TOILET SIGNS CEILING DETAIL TENANT PARTITION 9 WALK -IN COOLER BASEO WALL BASE @ DINING ROOM 0 NOT TO SCALE NOT TO SCALE SCALE: 3 "=1' -0" SCALE: 3 " =1' -0" NOT TO SCALE 7 ,_ 0 �� 5/8" GYP. BD. 48" HIGH, ON 5/8" GREEN ON TOP OF 5/8 CEMENT BD. FRP WALL FINISH PER SCHEDULE. FINISH FRP J -MOLD ON TOP QUARRY TILE JOINT SEALANT LATICRETE 9235 WATERPROOF'G 8" UP WALL & BETWEEN CEMENT QUARRY TILE QUARRY TILE DRY PAD FOR (WATER PROOFING BD. 48" HIGH, ON KITCHEN SIDE ONLY) 3 FRP "X12" \ 5/8" GREEN TOP OF 5/8 "X12" CEMENT BD. ` @ 16" 1 /2 Iii BOX 1' % ` � FRAMED EXTERIOR WALL RE. STRUCTURAL LATICRETE 9235 WATERPROOF'G MEMBRANE, 8" UP WALL & 24" ON FLOOR, BETWEEN CEMENT BD. & QUARRY TILE MTL STUD SCREW TOP & BOTTOM @ 16" O.C. 20 GA_ GALV. PLATE —WOOD I- 1/2" BI - 8"AFF FL. EL. t0 - 0" FL EL. fO� - 1 " All. FL - EL t0' 0" WALK -IN WALL PANEL W WALL FINISH PER SCHEDULE „z/i o ., t WITH - METAL STUDS PER WALL SCHEDULE - WALL FINISH - PER SCHEDULE SCREW, TOP & MENU • OF / MTL STUD BOTTOM @ 16" D.C. 20 GA. GALV. PLATE BETWEEN STUDS AND CEMENT BD. 8" UP & 1" ON FLOOR. 1" OVERLAP ON GALV. PLATE "HILTI" POWER DRIVEN J -MOLD CLEAR SILICONE / / / 0 / SEALANT META 1/2" BOLT END OF SOFFIT MEMBRANE, 24" ON FLOOR, BD. & / ■rmiLlr-A co S.S. RIVES @ 12" O.C. 3/8" R. ALUM. COVED 1, "' BASE BY KITCHEN EQUIP. CONTRACTOR, INSTALLED BY G.C. QUARRY TILE BAS _ BETWEEN STUDS AND CEMENT UP & 1" ON FLOOR. OVERLAP ON PL ATE BD. 8 " 1" GAL _ BASE PINS @ 24" O.C. MAX. SLOPE BREAK BREAK LINE IN FLOOR GRADE FL. EL t0' -0" FL. EL. f0' -0" ` DRAINAGE SLOPE F 1/4" PE I TYP. U.N.O. R POSITIVE DRAINAGE 4" TYP. _AL @ TYP. 3 ON EACH END II I - SPREAD FOAM BEWTEEN QUARRY TILE AND WALK -IN WALL PANEL fr , SEALANT, GE SCS 2000 SEALANT, SILPRUF GE SCS 2000 SILPRUF 6.92 ,F 6' NOT USED 18 FLOOR TRENCH DRAIN BREAK DETAIL 14 MENU BRD COVED LIGHTS 10 WALL BASE @ WALK —IN BOX WATER PROOFING 8" UP WALL 24" OUT ON REQ. WALL BASE @ KITCHEN 8" UPWA ROOFINGREQ. $" UP WALL AND STUD WALL 6 NOT TO SCALE NTS NOT TO SCALE FLOOR TYP. SCALE: 3" 24" OUT ON FLOOR TYP. SCALE: 3 " =1' - 0" 5/8" GYP.BD. W/O l 3 4 1,, 10- 20" " (TYP) TOP OF S.S. FINISH 8' -3" A.F.F. 18" 1/2" PANEL N'TS DEMOUNTABLE PLYWD. (W -A COUNTE J ,' /I ,,' I ' 'I : ' I ;•1 DASHED LINE INDICATES EDGE OF STAINLESS STEEL EQUIPMENT. EXHAUST HOOD W/ WOOD VENEER 3/4° PLY WD T.O. SHORT WALL PP DUCT SEE "MECH" DRAWINGS ONELAYEROF5 /8 "TYPE "X" T9 "A.F.F. PO CKET � W -A W A �GR -1) W -A 'L•- - - -- 1 z ;•' ! ! , ! ' , ! , " 7 ! ! 7 ! • ' ! ! , !',! / ; '! . 1.]Il GYP. BD. EACH SIDE OF 21/2 " -16 GA. METAL STUDS @12 "D.C.TYR4 SIDES NOTE GYP. BD. EACH SIDE OF METAL STUD TYP. 4 SIDES .. I TRACK LIG X5/8" GYP_BD. TAPED & SANDED W/ FINISH , ! ! ! ! `" '! ! 7 7 ! 7 `, ail - ; �F -' ! ! i , % , ' ! ' 3 3" 3 3„ f T.O. RESTROOM CEILING 5/8" TYPE"X" GYP.BD. TAPED & SANDED ��■ MI r ; , ' ; , ! ,! ,, (TY P) " ° ° ° - 1" X 1" S.S. ANGLE WITH S.S. RIVET @ 24" O.C. PRO VIDE & INSTALL BY G.O. 3" MIN. & 12" MAX. -TYP 4 SIDES W/ FINISH ( GA- MTL. STUD D 18" J ---20 WP3 �`;'_ A -PLAN I 1 am •.ti _ ..: '.3 ' - � 'i. a 1/20 x THICK OVER 1/16" ALUM PLUGS TE ALUM. "U" COUNTERSUNK CHANNEL REVEAL (TYPICAL) TE A — ELEVATION .:.. . : 1' -9�" NOM. 2 , PANEL SCREWS SEE WALL W -1 SHT A -1 1 -HR. SHAFT 19 SHORT WALL CEILING CURB DETAIL HOOD TO WALL CONNECTION TRAY SHELF DETAIL TRAY SHELF ELEVATIO CI SCALE: 1 1/2" -1' -0" NO SCALE NOT TO SCALE NOT TO SCALE SCALE: 1 1/2" = V -0" GRANITE GR-1 N COUNTER TOP PROVIDED BY OWNER, INSTALLED BY G.C. 7 - GRANITE (GR -DJN COUNTER TOP PROVIDED BY OWNER, INSTALLED BY G.C. SERVICE COUNTER —/ J . W ALK -IN CEILING PANEL J INT. FIN. OVER 5/8" GYP. BRD. STAI NLESS STEEL SERVICE TABLE W/ ___I s . 'I - PLYWD. WOOD VENEER B UILD I STAINLESS S TEEL S HELVES J P OVER ' ! ' ! ; , ' G -1), ', , f , , ' ` 13/4" — 2X BACKING - �GR 1� PRE- FABRICATED 4 2131) ,`, , ! , �; , CLR. SILICONE G.C. TO FURN & INSTALL WALK -IN WALL PANEL NOTE: PROVIDE WALK -IN FREEZER MANUFACTURER PLASTIC INSULATION COMPLIANCE LABEL PER SEC.2602 UBC 97 - '� - n WOOD FRAMES BY OWNER, INSTALL BY G.C. 0 0 O f ryer WS "Z" BAR - 2 SIDES 1/2" DEMOUNTABLE PANEL V1,/ /� ,la 5/8" DRY WALL BY G.C. PRE FABRICATED 11 �, " 1 ' W -A INI T r - I N CUSTOMER li 0 12" HIGH 5/8" W.P. PLYWD. 1 O `GYP -1 ) OVER 5/8" DRY WALL - METAL COVE BASE 1" x 1" PLYWOOD GUIDE NAILED DOWN 1 1/2" HILTI SHOT PIN y FA III bit • 011 ` WI h FILL ALL GAP SPACE BETWEEN MOP SINK AND WALL WITH FOAM. - WOOD FRAMES 0 1/2" DEMOUNTABLE PANEL PLYWD. PLY W/ WOOD VENEER BY G.C. SERVICE SUB -FLOOR PANEL L. _ � 4. 24" O.C. (ICBO 2388) 24 BY OWNER, INSTALL BY G.C. SERVICE (W -A) \ .' CLEAR SILICONE SEALANT • • L ffIrEiIlIwAY kIMIN�� 24 "X24 "X10° MOP SINK — SEE K -1 O CUSTOMER 1 I I ` ® I 1 I 1T GEO COVE BASE TILE SET MOP SINK IN BED ►1 1 �MORTAR SPR E AD FOAM BEWTEEN QUARRY �� COVED * ~41L'IIF�M'I']0I.IL'1 �,.�. i QUARRY TILES �. BASE TILE QUARRY TILES UNDER SUB -FLOOR PANEL TILE AND SUB -FLOOR PANEL A r QUARRY TILES COVED BASE TILE NOT USED 20 MOP SINK 16 TYPICAL WALK -IN FREEZER SECTION 0 TRAY SHELF DETAIL 8 TRAY SLIDE COUNTER DETAILS 4 NTS NO SCALE NO SCALE SCALE: 1 1/2° =1' -0" NO SCALE PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS. DESIGNS. SKETCHES. IDEAS. ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECT'S WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON. FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT QROUP. INC. & VIGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOC UMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER. AND NOT FOR OTHER RELATED. IMPLIED. OR FUTURE WORKS) OR PROJECT(S), • REVISIONS: • SHEET NO. ARCHITECTURAL DETAILS REGIS ARC TT: ='A VIGEN F • ASIIINGTON DATE 11/09/07 PRG CHANGES • ISSUE DATE: S • ARCHITECT • VIGEN • PROJECT: • DESCRIPTION BY ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" • SEAL: ■ 8692 ADDENDUM SUBMITTAL 1 2/1 8/07 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4-08-D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. ... F .. ,... _ ,, ,.. W,µ ,,,k em u,. "." ` " // n . �, ... e'"'" .... � .... e" 1 1 f PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS, DESIGNS, SKETCHES. IDEAS, ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECT'S WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. INC. Ac VIS'FN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND PQCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND ZlO OTHER. AND NOT FOR OTHER RELATED. IMPLIED. OR FUTURE WORK(S) OR PROJECT(S), • REVISIONS: • • ISSUE DATE: • DATE 11/09/07 PRG CHANGES • ARCHITECT • VIGEN • PROJECT: • • SEAL: • DESCRIPTION BY ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4- 08 -D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 11-IESE DRAWINGS TO BE USED ONLY FDR THE PROJECT LOCATED ABOVE. ADDENDUM SUBMITTAL 1 2/1 8/07 STL ROOF DECK (E) 6x20 TRACK w/ #12x1 -1/2" 4x16 STUD FLAT INTO ROOF DECK 6" o.c. (E) TRUSSES & STAGGER 6x20 TRACK w/ #12x1 - 1/2" INTO DECK (E) ROOF DECK 2- #12'6 EA. END 7 '' "LAG (54N)/760 5/16 X 3 1/2 BOLTS AR ING X 1 2 1 X /2 TQ " :Lc L BOLTSSTUDS f SEE TYP. TOP TRACK DETAIL k ANCHORING STRAP TO 2 X 4 f i I i I I i ! 16 G STUDS @ 15" TYP. m ! r � PLAN - 21' -0" O CO2 SYSTEM '� " r _ MC6x12 (E) 4- #12 EA. 4x20 Q 4' O.C. . 3 5 /8" MIN. DEPTH STEEL SLEEVE I t 1 4x20 @� 2' o.c. END CONDITION 3 - #10'6 END COND[F. 1 5/16 BOLTS WITH NUTS AND WASHERS a 1 1/2 " 16 GA. STRAP OR 1/2 '' :: END "CONDITIONS 6x20 TRACK 1/8 1 / / A 1 - ti ti N , GRAB BAR -i- - - 1, - - • •- - - - -- - J -- - - -__- - NN GB ALCOVE @WINDOW +12'-0"iji ELECTRICAL CONDUIT. ANCHOR TO WALL WITH MINIMUM (4) " 1 1/4 TO 1 1/2" r N - :.:: • I 1 = = = = =w =----------- ___,___, _ == GB ALCOVE +12' -0 " a� 5/16 " X 3 1/2 "LAG BOLTS, TYP. f CONC. PAD 4 - -� -_ 6 "x16 GA. BACKING 6x20 TRACK - - _ SATC - CO2 SYSTEM ON 6" f . SATC 0 CHANNEL (50.000 5 PSI GRADE) W/3 #10 SCREWS TO EA. STUD (UNPUNCHED) 1 1/2" -' r•-) = �a N s 1 USE 2 POWDER DRIVEN FASTENERS @ EACH STUD @ BOT. TRACK. SEE ELEVATION ' f` 2" MAX STRUCTURAL GENERAL NOTES FOR POF.INFO. NOT USED 18 STRAPPING FOR CO2 TANK 9 . SOFFIT FRAMING @ STL TRUSS SOFFIT FRAMING MC 6x12 0 FINISH " 15/16"± NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 3- #14 SCREWS " 2 1 4 �f ` / 3 5/8" 20 `` s `f i r 1 3, `' 3 � j s r f � �„ 4, 7 � f 7 ,a STEEL -% NOTES TRESS (OPEN UP) G SIDE D 4x16 TRACK w / GA MTL. STUD FRAMING, TYP. (PROVIDE 18 GA, STUDS FOR WALLS WHEN FLOOR TO DECK HEIGHT EXCEEDS 18' -0 ") STORES IN SEISMIC ZONES 3 & 4 ONLY: PROVIDE CLIP ANGLES)_ + 5' -0" A.F.F. AT WALLS 10' -0" HIGH OR LESS, AND EVERY 4' -0" AT WALLS GREATER EA TER THAN 1 D' -0" OR AS REQUIRED BY LOCAL CODES. / 7 \,N, " 4 SS BLKG. - - 2 # 12's EA STUD 4x20 TRACK w/ - 2 # 12's EA STUD J =7 I E MI T— 4x20 � 2' o.c. t _ • • co M 3 " " 5/8 G.B. 3 /$" REVEAL + CONT. TO > NEXT TURSS 2 - #12 s EA. END INTO STL L DAIL SIM. FOR PARALLEL FRAMING FRAME ACROSS TRUSS BAT 2' O.C. 6x20 TRACK @ 6" o.c. w 2- TYP. #10'6 TO 4x6 10'6 TO 6x20 � FLANGE DETAIL Q TAPABLE GROUND a NOTES +12' -0" I� 0 4" 55 BLKG. 1. MAX. SPACING OF GRAB :A534 S GU. IN. STUD (UNPUNCHED) 3 M. SECON AEA = .1813 SQ. IN. 4 5 Fy =85.0 KSI. 6. 18 GA, STAINLESS STEEL 304 7. WELDED 11 GA. 304 S.S. MOUNTING FLANGES. 3/4" 16 GA. COLD-ROLLED CHANNEL - LOCATE AT LOCAL CODE. 9 GA. WIRE NOTE: PROVIDE BRIDGING STOCKROOM WALLS WHERE GYPSUM BOARD OCCURS ONE SIDE ONLY C AT AT I� 6x20 TRACK BRIDGE DETAIL 18 18 GRAB BAR 1 NOT USED io f SOFFIT FRAMING PERPENDICULAR TO TRUSSES 6 SOFFIT FRAMING @ WINDOW / CLG NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE V Y .:r y ' L 1 f�il 1 '.f' :. : ; .�:,, _ t, ' , d � : � •j . ! • iF:.. ; ' a F t A . ;Ir .<_�" / f ' = ;' :'�_ _ •Y/ I Y'y '' . 1 ' ;: x . i s I / . �: ��r : i::;;;a , { .: ry S N . '� •,;- iifek '. _ ., _, , Jill' �� h: 1 , ' , I WATER HEATER BEYON � #8 © 6 O.C. TYP. L , ,:� w m.s■ = M 222; i s I , - I 1 ► 20 GA.x3 5/8" II BLOCKING ,,1 { EXISTING DEMISING ' I SHEET METAL (AS REQ'D) AMS 16HDS 600 @ 12" O.C.f WALL FINISH INSIDE WALL SURFACES W/ 5/8" TYPE "X" WATER GYP. BRD. AND FRP 4 RESISTANT FINISH PER FINISH SCHEDULE 3 • NOT USED 19 NOT USED • NOT US ED NOT USED 0 ELEV. /SECT. @ W.H. PLATFORM s NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 1 1/2" = 1' -0" 1. All final finishes inc]udina colors (smooth with no texture). 2. Type of floor covering exten- ding up the wall continuously 4" with 3/8" radius cove. 3. Conduit, pipes, and waste lines within the wall. . > i 3 . • _ . _. _. — ' e ri d 1 m111 1C PSI e.c74 3F l I -1W-it-AN W. l ' �IH ? • 4 _ Chases far: Co2 f syrup, liquor, beer, HtMO�u`C�t�!x ALL- O��NIt�ICa IN GAINET1' Y�v � �� F V�XtP�I.>� -��b #8 SCREWS @ 6 O.C. 2 - 8 SELF TAPPING # y - EXISTING DEMISING WALL I' r.R.P. soda, wine, beer, etc_ - -pia WALL 5. Valves must be accessible. Exceptions will be granted / only if so stated in the UMC, Lt�y'ua�z'e�sR�lr�5` UPC, UBC, and UEC. If solid r �: - - "- L -18GA. 1 1 /2 "x 1 1 /2 "x3 1 /2" W/2 - #8 SCREWS TO STUD 16 HDS 600. 18 GA. BLOCKING 1$ HOS 3 5/8" UNDER HD5 SCREWS PER STUD 18 HDS 600 BLOCKING A � • P.��•1.. G}-1AP�1r � ) • .°arL- �.L- �G'CRS1- ! l1b� y C�N�7N� f r 011-15g. Gardl7ul'f� sP ` T � Crafvt�A�t to �� • Z s ,A sue° walls, such as concrete block are encountered, fur the wall ULM � { -• BAs — out to conceal the conduit, pipes, etc. QT : 600 BETWEEN EXISTING STUDS PROVIDE NEW 3 5/8" TYPE "X" GYP BRD. FULL HT TO B.O. DECKING IF NOT EXISTING. -�A � GAP BETE c17h}� i ce; 0INk- ky G�.ti � � �� PIS �I�lK. � � - . t�T�z ll /t-- / EXISTING DRYWALL y COI -1oi I LINE ; „l L -18GA. 1 1 2 "x1 1 2 "x3 1 2" ! , --, \ � Q T.r� € W/2-#8 SCREWS TO STUD. TENANT SIDE OF WALL ONLY 1 I `"' o � �Q� ��} L }� G- LJT �R Lr� 4� ` �'� � —� -- L CcN71Nt1oU cc,17 5A, w " ri.•t7t•is comic- .. _ .;IYL =_ NEW RED HEAD SHOT PIN. . °- --- 's' E 011th S I K 1 ]� H�J. 1L cove detail t .DW1:? - 1 MIN. J - FL - C� -�UT ; FLUC]3�.1N Cv' 8, r� J r „..__ NOT USED 20 NOT USED 16 CONDUIT IN CABINET CONDUIT IN WALL 8 ELEV. /SECT. @ W.H. PLATFORM q, NOT TO SCALE N.T.S. NOT TO SCALE NOT TO SCALE 1 1/2" = 1' -O" ... F .. ,... _ ,, ,.. W,µ ,,,k em u,. "." ` " // n . �, ... e'"'" .... � .... e" 1 1 f PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS, DESIGNS, SKETCHES. IDEAS, ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECT'S WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. INC. Ac VIS'FN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND PQCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND ZlO OTHER. AND NOT FOR OTHER RELATED. IMPLIED. OR FUTURE WORK(S) OR PROJECT(S), • REVISIONS: • • ISSUE DATE: • DATE 11/09/07 PRG CHANGES • ARCHITECT • VIGEN • PROJECT: • • SEAL: • DESCRIPTION BY ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4- 08 -D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 11-IESE DRAWINGS TO BE USED ONLY FDR THE PROJECT LOCATED ABOVE. ADDENDUM SUBMITTAL 1 2/1 8/07 NEW INTERIOR WAINSCOT FINISHES 2007 REV PAINT TAG MANUFACTURER MFG # COLOR FINISH /COLOR REMARK W CUSTOM PLASTIC LAM. — CHINA RED BEECHWOOD PATTERN CUSTOM FORMICA LAMINATE S PEC CERAMICS T- 714.399 -1720 F- 714.808.1041 18" X 18" PORCELAIN AMBIENTE TAISHAN MATTE DINING ROOM FLOOR T 61 C SPEC CERAMICS T- 714.399 -1720 F- 714.808.1041 6" X 12" PORCELAIN AMBIENTE TAISHAN MATTE SERVICE COUNTER COVE BASE T61, C • T3 SPEC CERAMICS T- F- 714714.. 399 -17808.1041 20 18" X 18" PORCELAIN AMBIENTE CONGLING MATTE DINNING ROOM FLOOR AND BASE t T -67 SPEC CERAMICS T- 714.399 -172D F- 714.808.1041 2" X 2" CERAMIC 11LE BY SPEC CERAMICS. SHIPPED IN ALTERNATING PATTERN ON1 2" X 1 2" SHEETS. SPEC IS "FPC PANDA". THIS SPEC WILL PROVIDE BOTH BLACK GLOSS AND WHITE MATTE TILES. GLUE TO WD BACKER, NO VERTICAL GROUT Jr. WOOD BACKER AND TILE BAND ONLY TO RUN BEHIND SETEE. SPEC CERAMICS T- 714.399 -1720 F- 714.808.1041 STEP 4 STEP 3 STEP 2 STEP 1 1 STEP 5 SECTION TOUGH WALL 6. ( . 7. 12' -0" • B.O. LAY-IN-CEILING ......�.......,a......a. -... „/ ....�. NO WAINSCOT BEHIN DRINK COUNTER 8' -1 3/4” HOT TEA OUTLET (P - 63) (E) COLUMN, WRAP W/ STAINLESS STEEL, WP -2 KITCHEN BEYOND 11 -- Illr 1 11 ni = -,t - _- I 111 11 1 Al 1I 11 III 11 I 1 1 I 11 ® E3 8 111 B E3 8 8 11 1 1 i JI Ill IL SEE DETAIL 20/A -3.0 CONTINUOUS SINGLE STROKE OF RED NEON SEE DETA 20/A-3. ( P -66) EgENEEMEMENEE 'Zip . ZENEMEE EERIE NR,IkgNEEELI . ... r•' .47 . e ,' .� : 10' -6" A.F.F. • B.O. CURVED SOFFIT B' -6" A.F.F. • T.D. SHORT WALL ELEC. OUTLET FOR ICE 4AC F F BY G.C. T.O. DOOR WATER INLET PIPE BY MANITOWOC 1/2" COLD WATER OUTLET W/ BALL VALVE SHUT OFF BY G.0 -, FOR FURTHER EQUIPMENT ELEC. OUTLET, PAINTED TO SAME COLOR AS LOW WALL PVC DRAIN PIPE TO FLOOR SINK BY MANITOWOC. MANITOWOC TO SEAL GAP THRU THE PRE - DRILLED GRANITE -TOP POWER OUTLET FOR SODA DISPENSER BY G.C- 1 — 72 PROCEDURE FOR INSTALLING WAINSCOT SYSTEM: GYP, BD. PARTITION 1. INSTALL BOTTOM TRACK AT +5 4" ABOVE SLAB — ENSURE THAT TRACK IS LEVEL. 2. INSTALL WOOD WAINCOT INTO TRACK. USE LIQUID NAILS AND TOENAIL TOP OF PANEL TO WALL WITH FINISH NAILS. 3. INSTALL ONE PEICE TILE BACKER /WOOD TOP CAP TIGHT TO TOP OF WAINSCOT PANEL. 4- INSTALL ALTERNATING TILE BAND T -67 AND T-68 — NO GROUT JOINT. 5. INSTALL BLACK GRANITE BASE TILES. FULL FACE OF GRANITE TILE FACES INTO DINING ROOM AND TILES THAT GO AROUND CORNERS BUTT INTO FACE TILE. 17' -2" A.F.F. B.O. LAY -IN- CEILING 12' -0" A.F.F. w... 8.0� „LAYN- CEl1JNG mow....- a 11'-4" A.F.F. T.O. WINDOW 7' -0" T.O. DOOR 3' -4" T.O. WINDOW MUWDN CUT 1" AT DOOR BOTTOM NiarTza 72 '4 U5 M 20 GA. MIL. CONTINUOUS AT BOTTOM OF WAINSCOT I SCREW INTO STUD — APPROXIMATE SIZE AS SHOWN SECTION THROUGH ANGLE /8 MOLD @ BOTTOM OF PANEL WAIL MOUNTED WP4 SYSTEM IS FINISHED! r ,,.. e ... , .. ...., �. 60 ,....SECTION @ TILE BACKER BLOCKING PANDA EXPRESS TO PROVIDE MATERIAL FOR WAINSCOT & ITS TO BE INSTALLED BY G.C-'S NOTE: -ALL COMPONENTS SUPPLIED BY RICHFIELD CONTACT SCOTT LE (626) 810 -1819 X138 SECT. OF NEW WOOD WAINSCOT & INSTALLATION PROCEDURE NOT TO SCALE EMERGENCY LIGHT, L3 P/dn o n'onmINr rmmEnIadP/drm GRANITE BACK SPLASH 8" HT. DRINK COUNTER SEE SHEET F-1.0 1/2" COLD WATER OUTLET, W/ BALL VALVE SHUT OFF BY G.0 -, HOOK UP TO WATER INLET OF ICE MACHINE BY MANITOWOC EQ. EQ. EEMEMEINIE (WP-4 XT -63 f, NOTE: ALIGN BASEBOARD TILES WITH FLOOR TILES. NOTE: ALL EXPOSED EDGES OF WALL TILE MUST BE MITERED ® 45 ANGLE. EAS TILE EDGE AS ALLOWABLE. GENERAL DECOR NOTE: ALL WALL DECORATIONS, PRINT LOCATIONS, ETC. TO BE VERIFIED WITH PANDA EXPRESS BY G.C. G.C. SHALL PROVIDE ALL SPECIAL REQUIREMENTS OF DECOR ITEM INSTALLATION ONTO WALLS (HIDDEN BLOCKING, ETC.) (t-sa) m6'dd- i''ldamred:a F {fin ''I EE EQ. SERVICE COUNTER, SEE 3/A3.0, 4/A3.0 TYP. FOR WP-4) . „ (T -61C EMERGENCY UGHT, L3 SOUTH DINING ELEVATION SCALE: 3/8 " -1 '--0” SEE SHEET A -1.0 FOR INTERIOR PAINT COLOR SCHEDULE, WINDOW & DOOR SCHEDULES, ALL PAINT ON WALL TO ROOF. 0 ,, .. F�FII...S •,L4', ..... WALL MOUNTED 2 T-63p ) .,� G NORTH DINING ELEVATION SCALE: 3/8 " -1' -0" 4 8 SHEET NO. A -4.0 INTERIOR ELEVATIONS ED ECT o � G . RY `rIN1.r1N VIGEN dr TA11'OF WASHINGTON PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626,372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS. DESIGNS, SKETCHES, IDEAS, ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FlLES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECT'S WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. INC. & VIGEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER. AND NOT FOR OTHER RELATED. IMPUED. OR FUTURE WORK(S) OR PROJECT(S), • REVISIONS: • DATE 10/31/07 11/09/07 ■ ISSUE DATE: v ■ ARCHITECT • VIGEN • PROJECT: • ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.258.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4- 08 -D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. 1 SEAL: • 86 DESCRIPTION BY PRG CHANGES ADDENDUM SUBMITTAL 1 2/1 8/07 NEW INTERIOR WAINSCOT FINISHES 2007 REV PAINT TAG MANUFACTURER MFG # COLOR FINISH /COLOR REMARK ® CUSTOM M PLASTIC CHINA RED BEECHWOOD PATTERN CUSTOM FORMICA LAMINATE SP - 1720 F 714.8D8.1D41 18 X 18" PORCELAIN AMBIENTE TAISHAN / MATTE DINING ROOM FLOOR T61 T :1c SPEC CERAMICS T 714.399 - 1720 F 714.808.1041 6" X 12" PORCELAIN AMBIENTE TAISHAN / MATTE SERVICE COUNTER COVE BASE ( SPEC CERAMICS T F 714 714 .3 .&8.1 99 - 1720 041 18" X 18" PORCELAIN AMBIENTE CONGLING MATTE / DINNING ROOM FLOOR AND BASE 6-_ 67 ) SPEC CERAMICS T- 714.399 -1720 F- 714.808.1041 2" X 2" CERAMIC TILE BY SPEC CERAMICS. SHIPPED IN ALTERNATING PATTERN 0N12" X 12" SHEETS. SPEC IS "FPC PANDA ". THIS SPEC WILL PROVIDE BOTH BLACK GLOSS AND WHITE MATTE TILES. GLUE TO WD BACKER, NO VERTICAL GROUT H. WOOD BACKER AND TILE BAND ONLY TU RUN BEHIND SLICE. 68 � SPEC CERAMICS T- 714.399 -1720 F- 714.808.1041 17' -2" A.F.F. B.O. LAY -IN- CEILING 12' -0" A.F.F. B.O. LAY -IN- CEILING o 11' -4" A.F.F. T.O. WINDOW 7'--0" A.F.F. T.O. DOOR 3' -4" A.F.F. T.O. WINDOW MULLION NOTE: ALIGN BASEBOARD TILES WITH FLOOR TILES. NOTE: ALL EXPOSED EDGES OF WALL TILE MUST BE MITERED @ 45' ANGLE. EAS TILE EDGE AS ALLOWABLE. GENERAL DECOR NOTE: ALL WALL DECORATIONS, PRINT LOCATIONS, ETC. TO BE VERIFIED WITH PANDA EXPRESS BY G.C. G.C. SHALL PROVIDE ALL SPECIAL REQUIREMENTS OF DECOR ITEM INSTALLATION ONTO WALLS (HIDDEN BLOCKING, ETC.) 17' -2" A.F.F. B.O. LAY -IN- CEILING 12' -0" A.F.F. B.O. LAY -IN- CEILING ...N 10'-6" A.F.F. B.Q. CURVED SOFFIT BEYOND 8'-6" A.F.F. T.O. OPENING i j i 7' -0" A.F.F. T.O. DOOR 3' -4" A.F.F. T.O. WINDOW MULLION ( P-63) (WP-4 (T-68) T VESTIBULE 9' -6" A.F.F. B.Q. SOFFIT CUT 1" AT DOOR BOTTOM 1" ROUND WOOD PROVIDED BY PANDA INSTALLED BY G.C. ( WP-4) (T -63 CP-63) � ..../�,...,.✓....... . . EQ. CT -67) (T -68) A.F.F. B.O. SOFFIT 1 TIJ SEE SHEET A -1.0 FOR INTERIOR PAINT COLOR SCHEDULE, WINDOW & DOOR SCHEDULES, ALL PAINT ON WALL TO ROOF. C P -62 I I • 6' - §" A.F.F. • 13.0.1 SOFFIT I I 7 1 C A4.0 A4.0 P-66 BEVERAGE COUNTER SEE SHEET F -10 P ▪ � I i ...., WALL- OLINTE{1. EMERGENCY LIGHT. L (P 0P (T 61 _I - CP-66) - � - - - 11 II II II II JL ry ... /,,..• (GR -611] ) EE DETAIL,.,,...,.• 20/A -3.0 T rr Ir II II 1I RAW (E) COLUMN, WRAP W/ STAINLESS STEEL, WP -2 (P-66) MENU BOARD � X � KITCHEN BEYOND SERVICE COUNTER, SEE 3/A3.0, CWP-4) 4/A3.0 TYP. FOR p(IT SIGN, L4 WALL MOUNTED SEE DETAIL 20/A -3.0 1 TRAY POCKET, SEE DETAIL 3/A3.0, 7/A3.0, AND 8/A3.0 IEEE El EAST DINING ELEVATION SCALE: 1 /2 " =1' -0" WEST DINING ELEVATION SCALE: 1 /2 " =1' -0" 0 2 4 8 PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS, DESIGNS, SKETCHES. IDEAS. ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECT'S WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. INC. & VIGEN ARCHITECT, THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AL P L. ,• •: •I. :]. I • 2 1 0 •G FUTURE WORK(S) OR PROJECT(5), • REVISIONS: • ▪ ISSUE DATE: • DATE 10/31/07 11/09/07 • ARCHITECT • VIGEN • PROJECT: • ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4-08-D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. SHEE NO. INTERIOR ELEVATIONS G.' RY TI IAN VTGEN • 0. 'ASHINGTON DESCRIPTION BY PRG CHANGES ADDENDUM SUBMITTAL 1 2/1 8/07 EQUIPMENT SCHEDULE S4-08-D1677 08/29/07 1. N /A. 2. KITCHEN HOOD EXTINGUISHING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 14A, UL 300. PLANS & SPECIFICATION SHALL BE SUBMITTED UNDER SEPERATE PERMIT AS DEFERRED SUBMITTAL TO THE FIRE DEPARTMENT FOR REVIEW AND APPROVAL. 3. KNOX BRAND KEY BOX SHALL BE INSTALLED ON THE PLUMBING ELECTRICAL DESCRIPTION OCCUPANT LOAD CALCULATION FS EGTIDN TO FLOOR SINK CONNECTION 0 OWNER(PANDA EXPRESS, INC.) 5 SERVING AREA 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 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 BTU R.I.H. SIZE TYPE SIZE R.I.H. SIZE R.I.H. SIZE R.I.H. TYPE WATT W x D x H (0 x H) SERVING AREA EQUIPMENT 20" 1 /2" SEE DETAIL 5EE 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 3600W 3 208 43 1/2 ° x23 1/2" APW HFW -3 3 PAN FOOD WARMER 3C FS 1/2 " -1" 24" F 4800W 3 208 57 3/4 1/2" APW HFW-4 4 -PAN FOOD WARMER (2) 3D FS 3/4" 115 W /UD DISPENSER 30 "x30 "x35" CORNEUUS ED -2000 BEVERAGE DISPENSER 4AB 1/2" 16" C 1.5A 1 115 ON S/S SHELF 15 "x11 ° X16" CORNEUUS CARBONATOR 4B 9 6" C 7.2A 1 29 "x18 CORNEUUS SODA RACK 4C ON 6 CURB 020" CO2 TANK 4D SEE ELEV. DWG 24 "x18" KEC CARBONATOR SHELF 4E 96" 1/2" WALL MOUNT 20 "x4 ° x20" EVERPURE WATER FILTER 4F FS 1 /2" 24 "x24 ° x6 1/2" KEC CUSTOM 24° COLD PAN 5B W/ TOWEL & SOAP 3 "x24 "x36" EAGLE S.S. HAND SINK w/ CART_ 6F ICE BIN: 5- 420 22" X 34" X 76.5" MANITOWOC QY -0424A 400 LBS. ICE MACHINE 10J FS 1 /2" 50" 1 /2" 84" C 1.1 A 1 115 - -- 22' x 14" x 26.5° MANITOWOC IB- 0824YC 800 LBS. ICE MACHINE 10K 6" D 11.7A 1 208/230 ON ROOF 34" X 24.13" X 25.75" MANITOWOC CVD -0875 REMOTE CONDENSER 10Kc KITCHEN EQUIPMENT 450 10" 1 1 /2' FS 2" 10" 3/4" SEE DETAIL 91 "x42" KEC CUSTOM 91" CHINESE RANGE (R) 20B 190 10" 1 1/2" FS 2" 10" 3/4" SEE DETAIL 42 "x42 KEC CUSTOM 42" CHINESE RANGE 20Q 1 22 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 HA4005 RICE HOLDING CABINET 24H 32 30" 1/2" 22 11 0x15 ° RINNAI PER -55A -N RICE COOKER 25A 24 "x 30" x 24 KEC CUSTOM RICE COOKER STAND 26A 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 1.5 115/208 SEE PLAN KEC CUSTOM WALK -IN FREEZER UNIT 32 FS C 8.5A 1 1 /3 115 SELF CONTAINED 27 "X30"X36 RANDELL 9404F 27" WORKTOP FREEZER 32G FS C 1 2A 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" 14" 3/4" 100 "X30" KEC CUSTOM- (PS -100L) POT SINK 40A FS 2" 14" 1 /2" 14" 1/2" 2 COMPARTMENT 96 "x3O" KEC CUSTOM- (VS -96) 96" VEGETABLE SINK 416 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) 121D S.S. WALL MTD. SHELF 43A 18GA POLISHED (WALL MTD. ® 71' A.F.F.) SEE PLAN KEC CUSTOM (NSF) 161D 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" A.F.F. 24" X 36 GOLD BOND VARIES 24.D WIRE SHELVES 44C 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 50" C 1 1 /2 115 7 1/2- X8 1/2 X20 VITAMIX #748 BLENDER 46A SMALL EQUIPMENT WALL SHELF BY OTHER CUSTOM DETERGENT SHELF 51A 24" C 1 00W 1 115 ON S.S. COUNTER 160 AROMA ARS-1055S RICE WARMER 54 DC 1 600W 1 208 PLUG: NEMA 6 -15R 20 1/8"x13 1/4'x18 1/2" 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 -10 -FK HAND SINK 576 SEE DETAIL KEC PAPER TOWEL &SOAPDISPENSEF 58 WALL MOUNT 12 "x15 ° x78" KEC 5 -TIER LOCKER (2) 61A 20 "x20 ° ( +4 ")x23" USA SAFE 8232OWD -LG6 SAFE 62A POS EQUIPMENT 24" C 500W 1 115 CUSTOM 11 1/414 1/2 "x9" RENDS S 460 CASH REGISTER SYSTEM (2) 81 50" C 1 0 OW 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 1 000W 115 SEE MECH. DWG. SEE PLAN CAPTIVE AIR CUSTOM EXHAUST HOOD M1 SEE MECH. DWG. 12" X 6 X 18 CAPTIVE NR CUSTOM HOOD CONTROL PANEL M4 1 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 - DR SPECIFICAllONS GS WATER PUAMPBTIMER HEATER w/ RECIRCULATION P2 84" C 1 OOW 1 115 IN S.S. COUNTER SEE PLAN MUSIC EQUIPMENT /SHELF E1A SEE CEILING PLAN MUSIC SPEAKER EIB W/ DOME BASE SEE PLAN PANASONIC AA -336 CCD SECURITY CAMERA E4A 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 SIGNAGE VERIFY D 20A 1 115 SEE SIGN DWG DETAIL CUSTOM I.Q. SIGN Si VERIFY D 200W 1 115 SEE SIGN DWG DETAIL CUSTOM LOGO S2 VERIFY D 500W 1 1 15 SEE SIGN DWG DETAIL CUSTOM MENU BOARD S6 99" D 500W 1 115 SEE SIGN DWG DETAIL CUSTOM BEVERAGE SIGN S7 FURNITURE SEE DETAIL CUSTOM BEVERAGE COUNTER F2 SEE DETAIL CUSTOM TRASH RECEPTACLE F3 SEE DETAIL CUSTOM CHAIR C1 SEE DETAIL CUSTOM STOOL C2 SEE DETAIL CUSTOM SETEE C3 SEE DETAIL CUSTOM EXTERIOR CHAIR C4 21 "X24 "x30" CUSTOM 24" X 21" TABLE T1 21 "X24 "x42" CUSTOM 24 "X27" TABLE HIGH T2 SEE PLAN CUSTOM EXTERIOR TABLE T4 36" DIA. CUSTOM ROUND HIGH TABLE T5 CONSTRUCTION NOTES. . 1. N /A. 2. KITCHEN HOOD EXTINGUISHING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 14A, UL 300. PLANS & SPECIFICATION SHALL BE SUBMITTED UNDER SEPERATE PERMIT AS DEFERRED SUBMITTAL TO THE FIRE DEPARTMENT FOR REVIEW AND APPROVAL. 3. KNOX BRAND KEY BOX SHALL BE INSTALLED ON THE PREMISES TO FACILITATE EMERGENCY ACCESS TO THE BUILDING. 4. ADDRESS NUMBERS SHALL BE PLACE ON EXTERIOR OF BUILDING TO BE CLEARLY & PLAINLY VISIBLE FORM THE STREET. NUMBERS SHALL BE AT LEAST 6" HIGH CONTRASTING COLOR. CFC 901.4.4. 5. ADDRESS NUMBERS SHALL BE PLACE ON EXTERIOR OF BUILDING TO BE CLEARLY & PLAINLY VISIBLE FORM THE STREET. NUMBERS SHALL BE AT LEAST 6" HIGH CONTRASTING COLOR. CFC 901.4.4. 6. FLAME - SPREAD CLASS OF FINISH MATERIALS USED ON INTERIOR WALLS AND CEILING SHALL NOT EXCEED THAT SET FORTH IN UBC, TABLE 8 -A 7. FOR ALL CONDUIT AND SODA LINES CONTAIN INSIDE THE WALLS SEE 8 12 A3.2 A3.2 8. thru 10. N /A. 11. FIRE EXTINGUISHERS REQUIRED PER UNIFORM FIRE CODE. IN OFFICES INSTALL A MODEL 2A 1 OBC ONE PER 3,000 SQUARE FOOT, NO GREATER THAN 75 FT TRAVEL DISTANCE. A TYPE K EXTINGUISHER IS REQUIRED IN THE KITCHEN. 12. ALL FIRE ACCESS REQUIREMENTS OF THE ARCH AND SITE CONDITIONS SHALL BE INSPECTED PRIOR TO BUILDING FINAL AND CERTIFICATE OF OCCUPANCY. 13. DOOR RATING, SWING, SIZE, NUMBER AND HARDWARE PER THE CALIFORNIA BUILDING CODE FOR THE AREA AND USE OF THE OCCUPANCY. 14. A MODEL 3201 KNOX BOX 15 REQUIRED. TO BE INSTALLED AT DOOR HEIGHT, RIGHT SIDE OF MAIN ENTRANCE. ORDER FORM /APPLICATION AVAILABLE FROM DEPUTY FIRE MARSHAL. 15. PATIO AREAS SHALL BE PROVIDED WITH INTERIOR SINGLE ACTION HARDWARE ON ALL CATES 16. OUTDOOR HEATERS SHALL BE PROVIDED WITH NATURAL GAS SUPPLY PLUMBED FROM THE BUILDING NO FREE STANDING LPG SYSTEMS ARE ALLOWED. 17. A COOKING HOOD AND DUCT EXTINGUISHING SYSTEM IS REQUIRED SUBMIT SEPARATE PLANS FOR PLAN CHECK AND PERMIT TO THE DEPUTY FIRE MARSHAL 18. USE OF LIQUEFIED CARBON DIOXIDE TANKS REQUIRES SEISMIC BRACING AND THE SERVICE DOOR TO THE RESTAURANT SHALL BE POSTED WITH A SIGN INDICATING LIQUID CO2 INSIDE. SEE DETAIL #10/A3.1. 19. DECORATIVE MATERIALS SHALL BE NONFLAMMABLE OR TREATED IN AN APPROVED MANNER. 20. A BUSINESS LICENSE 15 REQUIRED PRIOR TO FIRE FINAL INSPECTION. 21. SEE THE INFORMATION SHEET ON FIRE FINAL INSPECTIONS. 22. THE GREASE INTERCEPTOR REQUIRES A SEPARATE INSTALLATION PERMIT FROM CHEMICAL CONTROL. THE PERMIT SHALL BE OBTAINED BY THE SUBCONTRACTOR PRIOR TO INSTALLATION AND AN INSPECTION AND WATER FILLED TEST SHALL BE SCHEDULED WITH CHEMICAL CONTROL PRIOR TO COVERING BURIED UNITS. 23. OCCUPANT TO OBTAIN PRETREATMENT PERMIT PRIOR TO CERTIFICATE OF OCCUPANCY. 24. ALL FOOD AND UTENSIL RELATED EQUIPMENT SHALL BE CERTIFIED OR CLASSIFIED FOR SANITATION BY AN AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) ACCREDITED CERTIFICATION PROGRAM. 25. OUTDOOR PATIO DINING AREA TABLES AND SEATING ARE NOT FIXED. 26. CAS WATER HEATER TO BE EQUIPPED WITH RECIRCULATION PUMP & TIMER. OCCUPANT LOAD CALCULATION CALCULATION PER 2003 IBC TABLE 10 -A DINNING AREA BASED ON SEATS =35 CUSTOMER SERVICE =15 KITCHEN 584 S.F. /200 =4 OFFICE 38 S.F. /100 =1 STORAGE 344 S.F. /300 = =56 TOTAL OCCUPANT 15 56 A & S FIRE PREVENTION NOTES: 1. PROVIDE A 750 - CALLON GREASE INTERCEPTOR FOR THIS RESTAURANT. 2. SEPARATE PLANS AND PERMITS ARE REQUIRED FOR GREASE INTERCEPTOR. 3. ALL COOKING EQUIPMENT THAT PRODUCE GREASE LADEN VAPORS SHALL BE PROTECTED BY A HOOD AND DUCT FIRE EXTINGUISHING SYSTEM IN COMPLIANCE WITH THE UNIFORM FIRE CODE AND UL300. 4. FIRE EXTINGUISHERS: BOTH PLACEMENT AND QUANTIFY PER FIRE MARSHALL. I I I CA 1 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. NOTE: ALL EQUIPMENT (INCLUDING SINKS, SHELVING AND WALK -IN) INSTALLED /USED IN THE FACILITY MUST BE APPROVED BY AN ANSI ACCREDITED TESTING COMPANY OR APPROVED BY ENVIRONMENTAL HEALTH DIVISION. MECHANICAL HVAC UNITS & CURBS WILL BE A PART OF THE SHELL CONSTRUCTION & COST. 0 0 E4B 0 0 . - RAFT - AVATATATRAVAVAYNA EIWASS -Lt.- TV _4' rn 9 0 00 • in t y, I;I =MI -- I 44A : 1' ' ., • 0 ilitM 1 00 I j c 0 ■ i _BMA "1 0 00 1 4. 4 .■ /I • r 4 -.�,T i ■ , x . ■ � � ' a � w ■ , rr f • • 0 0 TYP. 5 ( J S 0 TYP. 0 0 CD TRAY POCKET Q 0 86A ABOVE 0 N n 24' - b9X9� 35X84 0 r *1! � [U 1111111 c e ete, c i e-m e PULL BDX RECESS + 44" r 84" II 84 "1 J L J CD +111" 0 0 () TYP. LIA III TYP. ar; 00 0 i0 N ■I ■■ del goo ` 3'- 0 "x7' -0" i • • 0 sc rn x • C4 0 w ADD 6" CURB NOTE: PROVIDE AT LEAST 5% OF ACCESSIBLE SEATING IN THE DINING ROOM PER CBC 2001 SECTION 11046.5 1'- 6 "x1' -6" TILE BASE & S.S. TOP n SEE NOTE 26 N FURNITURE AND EQUIPMENT PLAN SCALE: 1 /4 " =1 ' -0" TYP. TYP. PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.89 71 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS. DESIGNS. SKETCHES. IDEAS, ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECT'S WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRIT TEN CONSENT OF PANDA RESTAUFANT GROUP. INC. & VICEN ARCHITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER. AND NOT FOR OTHER RELATED. IMPLIED. OR FUTURF WORK(S) OR PROJECT(S). • REVISIONS: • • ISSUE DATE: • DATE 10/31/07 • ARCHITECT • VIGEN • PROJECT: • PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: ARCH PROJECT #: DATE #: THESE DRAWINGS TO HE USED ONLY LOCATED ABOVE. • SEAL: • SHEET NO. \ FURNITURE AND EQUIPMENT PLAN 8692 4144 1 DESCRIPTION BY ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com REGIS' .•' '13 ARC ECT T AN VIGEN WASHINGTON S4 -08 -D 167 H702.020 8/25/07 FOR THE PROJECT ADDENDUM SUBMITTAL 1 2/1 8/07