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Home My WebLink AboutPermit D10-108 - BAJIO MEXICAN GRILL - TENANT IMPROVEMENTBAJIO MEXICAN GRILL 7100 FUN CENTER WY SUITE 140 D10 -108 Parcel No.: Address: Suite No: City c"Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tulcwila.wa.us 2423049092 7100 FUN CENTER WY TUKW DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: D10 -108 06/07/2010 12/04/2010 Tenant: Name: Address: Owner: Name: Address: Phone: BAJIO MEXICAN GRILL 7100 FUN CENTER WY SUITE 140 , TUKWILA WA H2 OFFICE LLC 7100 FUN CENTER WAY STE 100 , TUKWILA WA 98188 Contact Person: Name: SCOTT HUISH Address: 7100 FUN CENTER WY #100 , TUKWILA WA 98188 Phone: 503 - 381 -9590 Contractor: Name: AXIOM COMMERCIAL CORP Address: 13110 NE 177TH PL #312 , WOODINVILLE WA 98072 Phone: (360)668 -1029 Contractor License No: AXIOMCC997NH Expiration Date: 11/06/2011 DESCRIPTION OF WORK: TENANT IMPROVEMENT BUILD OUT OF A FAST CASUAL MEXICAN GRILL. PUBLIC WORKS ACTIVITIES INCLUDE SANITARY SEWER/OUTSIDE GREASE INTERCEPTOR INSTALLATION AND REROUTING FIRE PREVENTION LINE LEADING TO THE FIRE DEPARTMENT CONNECTION (FDC). Value of Construction: $75,000.00 Type of Fire Protection: SPRINKLERS Type of Construction: II -B Fees Collected: International Building Code Edition: Occupancy per IBC: $3,085.09 2006 0003 * *continued on next page ** doc: IBC -7/07 D10 -108 Printed: 06 -07 -2010 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspectio n Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D10 -108 Issue Date: 06/07/2010 Permit Expires On: 12/04/2010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be oomph Y N Y N Number: 0 Size (Inches): 0 Start 'rime: Volumes: Cut 0 c.y. Start Time: End Time: Fill 0 c.y. End Time: Private: Public: Profit: N Non- Profit: N Private: Public: The granting of this permit does not construction or• rmanc o Signature: Print Name: 400 a Date: ed this permit and know the same to be true and correct. All provisions of law and ordinances hether specified herein or not. to give authority to violate or cancel the provisions of any other state or local laws regulating am authorized to sign and obtain this development permit. Date: Cp- - to This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -7/07 D10 -108 Printed: 06 -07 -2010 • �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 Parcel No.: 2423049092 Address: Suite No: Tenant: 7100 FUN CENTER WY TUKW BAJIO MEXICAN GRILL PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D10 -108 ISSUED 04/22/2010 06/07/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: All food preparation establishments must have Seattle /King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle /King County Department of Public Health, (206/296- 4928), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 14: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. doc: Cond -10/06 D10 -108 Printed: 06 -07 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 15: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 16: 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. 17: ** *FIRE DEPARTMENT CONDITIONS * ** 18: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 19: 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) 20: Portable fire extinguishers shall be provided within a 30 -foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher. (IFC 904.11.5) 21: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 22: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 23: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 24: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 25: 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) (INSTALLATION OF A COMMERCIAL KITCHEN HOOD REQUIRES A SEPARATE MECHANICAL PERMIT.) 26: 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) doc: Cond -10/06 D10 -108 Printed: 06 -07 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 27: 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) 28: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 29: 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) 30: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 31: 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) 32: 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) The path of egress shall require emergency lighting until exit discharge is accomplished. 33: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 34: 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) 35: 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) 36: 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) 37: 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) 38: An approved manual fire alarm system including audible /visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 39: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require doc: Cond -10/06 D10 -108 Printed: 06 -07 -2010 • • *IL Ay�g` City of Tukwila �y Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: hup.//www ci. tukwi la. wa. us relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 40: A.11 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) 41: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 42: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 43: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth m Table No. 803.5 of the International Building Code. 44: 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) 45: 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) 46: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 47: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 48: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 49: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 50: * * ** PUBLIC WORKS * * ** 51: Minimum 48 hours in advance the applicant or the contractor shall call Public Woprks at 206 433 -0179 to schedule a Public Works pre- construction meeting with PW Project Inspector, Mr. Dave Stuckle. The applicant must notify the City Project Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 52: Contractor shall notify Public Works Project Inspector Mr. Dave Stuckle at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 53: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. 54: Any material spilled onto any street shall be cleaned up immediately. 55: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 56: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 57: Every three month the Owner shall completely pump out the interceptor. Businesses that generate small amounts of grease doc: Cond -10/06 D10 -108 Printed: 06 -07 -2010 • 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 may, with Public Works Director's approval, pump the interceptor on a six (6) month schedule. At any time, the City may inspect the interceptor and require service that is more frequent. * *continued on next page ** doc: Cond -10/06 D10 -108 Printed: 06 -07 -2010 • • *ILA w City of Tukwila Department of Cofnfnunity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of vyork. Signature: Print Name: Date: (0- ( ( v doc: Cond -10/06 D10 -108 Printed: 06 -07 -2010 CITY OF TUKWILf Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.citukwila.wa.us Z 511 -, �,ktl -) 1l `Ft) SITE LOCATION Building Permit No. 10 (0 8 Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** Site Address: 117,-) ref\ Gnk.cf' was,-/ Tenant Name: 0 • V\ X t-Ca'N G,C',,�� Property Owners Name: VVLOWCC C Mailing Address: � kt it\ C.COrc w t' King Co Assessor's Tax No.: 2- La .1014 �Q S� Suite Number: kAC) Floor: New Tenant: Yes ❑ .. No City State Zip CONTACT PERSON who do we contact when your permit is ready to be issued Name: cc..:9A4 Mailing Address: —1 t(O TrJA Ccr\Acr ��,�� 4 E -Mail Address: \ CA-) 1/4.claV1 /\ { _ C U✓� Day Telephone:(50 -1)3 cl_�J r Cx.!A C 1% City State Zip Fax Number: GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State Zip ARCHITECT OF RECORD - All plans must be wet stamped by Archftect of Record Company Name: (� Mailing Address: 'Z LA) - Ccn-* -ei ST ,'\�G 2-o � C4)4 - /' City State Zip Contact Person: CAL.) L\ Day Telephone(.) k) E -Mail Address: Fax .Number: ENGINEER OF RECORD - All plaits must be wet stamped by Engineer of Record Company Name: Mailing Address: Contact Person: E -Mail Address: Ii: \Applications\Forms- Applications On Line\2009 Applications1l -2009 • Permit Application.doc Revised. 1 -2009 bh City Day Telephone: Fax Number: State Zip Page 1 of 6 BUILDING PERMIT INFORM '!ION - 206 - 431 - 3670 Valuation of Project (contractor's bid price): $ ,000X_) Existing Building Va ation: $ Scope of Work (please provide detailed information): �C �✓vu� L" la LG^1(' e 4\ Will there be new rack storage? ❑ Yes )4.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will thele be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 131 No If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line12009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor Z 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will thele be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 131 No If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line12009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW IZED AGENT: Signature: StuVi Lt Print Name: Mailing Address: '73 Dc3 r t,� Ce41e r" G'•e; 7 Day Telephone: City Date: q- I " 2c-'!C) Cs-0 State Zip Date Application Accepted: Date Application Expires: Staff Initials :/L� 1 H:\Applications\Forms- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1.2009 bh Page 6 of 6 PLUMBING AND GAS PIPINERMIT INFORMATION - 206 -431- PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: City Day Telephone: Fax Number: State Zip Expiration Date: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and /or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type :, Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and /or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and /or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H:\ Applications\Forms- Applications On- Line\2009 Applications \I -2009 Permit Applicationadoc Revised: 1.2009 bh Page 5 of 6 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME Vr� • i0 Re_11(a11 C.i t t I PERMIT # D 1 0- 1 D8 If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water /Sewer /Surface Water Road/Parking /Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) 5. Enter total excavation volume Enter total fill volume cubic yards cubic yards $250 (1) Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1sT 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1sT 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review and Permit Fees (4) OFT IJKIMLA MAY i t 2010 PERMIT CENTER $ (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4+5) $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised Jan. 2009 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B +C +D) $ (6) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for 1' 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 -- 10,000 $194.50 for lst 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the lst 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 Last Revised Jan. 2009 2 (8) • 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ I. Other Fees $ Total A through I $ (10) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2009 - 12.31.2010 Total Fee 0.75 $600 $6005 $6605 1 $1100 $15,012.50 $16,112.50 1.5 $2400 $30,025 $32,425 2 $2800 $48,040 $50,840 3 $4400 $96,080 $100,480 4 $7800 $150,125 $157,925 6 $12500 $300,250 $312,750 Approved 09.25.02 Last Revised 01.01.10 Temporary Meter 0.75" $300 2.5" $1,000 3 City of Tukwila Department of Connmmity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Parcel No.: 2423049092 Address: 7100 FUN CENTER WY TUKW Suite No: Applicant: BAJIO MEXICAN GRILL RECEIPT Permit Number: D10 -108 Status: APPROVED Applied Date: 04/22/2010 Issue Date: Receipt No.: R10 -00999 Initials: User ID: JEM 1165 Payment Amount: $2,295.40 Payment Date: 06/07/2010 04:16 PM Balance: $0.00 Payee: SCOTT HUISH TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2120 2,295.40 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PW BASE APPLICATION FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE 000.322.100 000.322.100 000.342.400 000.345.830 640.237.114 Total: $2,295.40 1,214.90 250.00 413.00 413.00 4.50 PAYMENT RECEIVED doc: Receiot -06 Printed: 06 -07 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 2423049092 Address: 7100 FUN CENTER WY TUKW Suite No: Applicant: BAJIO MEXICAN GRILL RECEIPT Permit Number: D10 -108 Status: PENDING Applied Date: 04/22/2010 Issue Date: Receipt No.: R10 -00686 Initials: User ID: Payee: WER 1655 Payment Amount: $789.69 Payment Date: 04/22/2010 01:57 PM Balance: $1,219.40 SCOTT HUISH TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2941 789.69 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 789.69 Total: $789.69 PAYMENT RECEIVED doc: Receiot -06 Printed: 04 -22 -2010 INSPECTIa'N NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro' ct skc 1%9 / f Type of Inspection: t Address: � • r G 7 1 a -1,/1 C �� Date Called: j Special Instructions: 0135 ri 2 -di \& - • Date Wanted: /Gry ...2;i3,....;.."..:1 P.m. Requester: • Phone No: 4.d(4- _ 335 0 I Approved per applicable codes. Corrections required prior to-app oval„ COM11�t€NTS: , ?Gl■ It M LA i(r'wJ,,, , AI 4 2 .. . 5/ i r Ins d- or: -e vt. � Date: -z' -t 1 NSPECTIO FEE REQUIRED. Pr or to next inspection. fee must be id at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. �::..�.__.r._ -per . v.„r. . INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P,ratect: 1A '11c 106f• Cot, 1k Type of lnspecti n: 1- 1 NIA D,,,..„, 0,...IL 48 06.1 \ \,.. C Address: Og&rO 2 Date Called: "7 inn t---I Special Instructions: . _ Date Wanted: q- — 1 C7 a.m (p.m. Requester: 7: li'P;4.141- wcs.“Lr Phone No: �.1..b,; a W c� -tc.c ['Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 1('` . D,,,..„, 0,...IL 48 06.1 \ \,.. C 2 ) t-. S. A-t l%∎ . C _ - 1:1\->r,1"....1 -ea J 21,--11.), nn, — A1 i?.1d.I- 4 631-A- zt tki c, — IVNTo.� � f rs 7: li'P;4.141- wcs.“Lr ' �.1..b,; a W c� -tc.c (---;14.)4 I - Awl g� I . e '] 0"0100.3;C". A 1 1'; \,+1'A ( — ICJ fr cQ O I 2 — TO REINSPECTION FEE - (WIRED. Pri r to inspection, fee must be p -id - 6300 Southcenter Blvd, Suite 100. Call to schedule reinspection. Rece No.: Date: -�_ . - .._. INSPECTION I O. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. 11 (206)431 -3670 Prgjea:. u t Aoc 611( k TYP of Inspection: Address' Date Called: , Special Instructions: Date Wanted :^ G,! — I _IJ ro,, p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: _ 1(-e-- )fJ pt k • I 1 Ins etorti k 60.00 REINSPECTION ERE REQUIRED. — , in $ Q IRED. Prior to inspection, fee must be paid at 6300 Southcenter�lvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIV SION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 ©10 -tog Pro ct: - W i 19 (€ Carp l ( Type of Inspection: +(. r (.• �e Ad es s: Date Called: Special Instructions: SG/h Date Wanted: (-3( „/� t p.m. Requester: Phone No. ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: --(1.) p ti rp e i •Let l J REINSPECTION FEE REQUIRE b. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • ••Py iy i Adel 1..4wrr � INSPECTION RECORD Retain a copy with permit D (Q 4 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro'ect: J t0 I Type of Inspectio 5usie Date Called: [,A Atr ress: 17 10 O ruA (eoe-- Special Instructions: e— Date Wanted I -1 K _ a.m: p.m. Requester: Phone No: ElApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: () Arn vlr AA) e , J/( 5OE, e `Tv C Pe. ``K.A'--f' ... -_,. n It t ❑ $60.00 REINSPECTION FEE REQUIRED. Prio , to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: IDate: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: ?A2 /0 /21)0(1•4 Al Type of Inspection: 4 (tJ.- -9//Shp h/t6 A dress: _ 7/0 0 �1 /N(' ,ea/fl P Date Called: AC Aeip0 )_kk- Special Instructions: -j- ∎ Ke r ') "? Date Wanted: 7— 2 1- / v J3L 1 farm-, p. Requester: D a O L.2A Pal {f AJ)(P 6,0 r1 e, ' v , PA/25 -356 _ 7 0 ) DApproved per applicable codes. Corrections required prior to approval. COMMENTS: - AC Aeip0 )_kk- 0K— .1----o '(. eJpx l�vfJ Ctr'il J3L 1 V id r)r` I., ( r r , e -.t, r (A)A1( . 1 r . f.. e 1 c3$ LI 0^ p J nr 6 . ( ;5/ - •,-- AP -4:- (C , fir 1 1,,k` iN 5 3 S e erl iJ - A-- /19/r1, l i ti- Inspector: ctor: Date: n j — 1 0 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: ' INSPECTION RECORD Retain a copy with permit PERMIT NQ. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36p0 Pr 'ect: 6A-T t I Alex ‘/ . (( Type of Insp lion: ear \ !,u . S Address: l l/ Date Called: Special Instructions: - 6 Al Date Wanted: Requester: Phone No: 4 SS — 316 =7- 0 d ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: n 0 LAO t)A.4-1--k l l/ 0 itC- -1--a l..„a J 6 Al 5e,Al :� Inspecjtor: Date: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. OA) -i42 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj t: /9„7/0 /7fXi( "1/ Type of Inspection: /= 4/7•1,N6 Address: 7/D o , r ?./N (7Af Date Called: Special Instructions: / / Date Wanted: 7— /3 --/ V ,Cm L. Requester: Phone No: .v20 6— 33.E • 2770 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 4,1). .e_f A. k-tAs z),\L-1 Insp tor: Date: _ 3 —( ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .. c. �k( 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 1bio- /o Project: / /97Z)</CAA// Type of Inspection: /C—A7 /9n7 /AlC Address: 7 /0b ,`I /AJ (ki✓ie. Date Called: Special Instructions: Date Wanted: 7-42 - /C., ra7ri; p.m. Requester: Phone No: 4/25-J4/6 -7900 . i ❑ Approved per applicable codes. orrections required prior to approval. COMMENTS: rA`n`c. A. L-As pe( OA -o)\e `` AA V iN wlN /"-P P e S-' Pr ri C (- '• jU xr � 2E-A J . i • 1 . 1. i Inspector: til Dater — - El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: Lv 5SS INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit DIo- IOS PERMIT NO. Project: .... Bajlo fY1 x. e ;(I Type of Inspection: fa, r..1a.I - Grease. .ir fiercepf-0r ■r)s+U((ed Per Address: 1100 Fu n C e n f - e r L ) 0 - q Date Called: - I (21 I t o Side o4 lottilatr,? . 14 f ronnecfron5 mudded up- � r-4- ce r -Patel g / P �° Special Instructions: Date Wanted: r —1 (`� $ 1 10 >rDC_ 11✓Ie Was rlo+ mope of . Fs. E. P.m. Requester: E-k G }-► — F ;Y,tkd Phone No: 42,5 -a12— 001'3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: - Cinaled - Grease. .ir fiercepf-0r ■r)s+U((ed Per a noro fie a( n S. Noaked (Ai) efo f°(Q ," PuC .51 de Sewxr a'to 5 50.4.44, Side o4 lottilatr,? . 14 f ronnecfron5 mudded up- � r-4- ce r -Patel g / P �° {f.wccfrr. Tr ,,,cid€d y - C -• . hookeol up. ctr'j0.(ea4 >rDC_ 11✓Ie Was rlo+ mope of . Fs. E. 1ih.e. ‘14- &rounJ ;4- • — F ;Y,tkd Inspector: 17s Date: I 7 12-e 00 ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit Do-08 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project;..._ ype spection: Address: 1/00 /' Coffer � (f Date Called: o 6I/5'ha On - 51'1e_ Special Instructions: d �' o a.r . _..�,( / 4- can .4 do 1:so R °In pk se ru j) • Date Wanted: /!KfdaqJ 0412; Jio a.m. p.m. Requester: /_ , /ILK POtt Phone No: yd1 07/,.2-av, ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: lino cAc--ie Pre -CGn u,f On - 51'1e_ reps - "Sob s- F-6kr.1- .scH (k leak rd "Tu i'.xJ&y � I 1 r n . Inspector: Date: 1v ! j /!c' L1 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: INSPECTION NUMBER INSPECTION RECORD Retain a copy With permit p1470' lyre— PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila Wa: 98188 206 -575 -4407 Project: J.v ‘,,___11\4 Sprinklers: 1 Type of Inspection: — `" c, Address : -woo ,mac.. e.• C Suite #: i c/n .:.4z: t.1/4/>0. Contact Person: /itg(-7, 3k ,4)(1t9 ?awl. Special Instructions: Permits: Phone No.: a 3.S 27- Occupancy Type: D31Approved per applicable codes. nCorrections required prior to approval. COMMENTS: r v��► -� o 5e oPe • -�- PtaIIe,& 5 tile— /04. 14- 0L44 -- 6I- aixtais CA, O. Q 64 9 AO Needs Shift Inspection: _1 ‘,,___11\4 Sprinklers: 1 Fire Alarm: c, Hood & Duct: Monitor: A/w (- Pre-Fire: Permits: - Occupancy Type: • Inspector. ‘,,___11\4 Date: i o Hrs.: / n $80.00 REIN PECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit - �- I y io '� fog 10 -S -110 INSPECTION NUMBER PERMIT NUMBERS tip cp. CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: 1 ,-- I3 3 o Sprinklers: . cc AO Gr,11 Hood & Duct: Typed In ect on: At /sP Address: 7 ) U o Suite #: Igo -`3 H,, c.4 ■.1 w Contact Person: Special Instrucctions: • Phone No.: Approved per applicable codes. rrections required prior to approval. COMMENTS: Abp. Poo � 1,7", 1 117 b .SP _ „v ►r4 LL Needs Shift Inspection: Sprinklers: . Fire Alarm: , Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: a- _ • _ Date: Of Nu Hrs.: I $80.00 REINSPECTION FEE REQUIRED. .You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection: Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 or i INSPECTION NUMBER I'N'SPECTION -R 'CORD Retain a copy with permit /6 -S- //C) /O PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project; i 84 ,3i0 /Into Icpod. G( )1 Type of Inspection: w -Q/ S, Co' Address: -7r vc c 4 C Lj- i,,i y Suite # X40 Contact Person: Special Instructions: Phone No.: . VApproved per applicable codes. Corrections required prior to approval. COMMENTS: . >(- Cou- - Needs Shift Inspection: Sprinklers: . ;•.. Fire Alarm: . Hood & Duct: Monitor: _ Pre -Fire: Permits: Occupancy Type: Inspector: ,,, "a-- Date: V l n,fl o Hrs.: n $80.00 REINSPECTION. FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. • Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 his• • • Public Work Department Johanna Spencer Johanna, As the landlord for the new Bajio Restaurant we would like to inform the city of Tukwila that the trash pick up occurs twice a week once for Recycle products and once for other trash items. Located in the enclosed trash dumpster area is a catch basin that is connected to our on site sewer lift station. This lift station is pumped on a semi annual basis by a qualified septic waste removal company. If there is ever a problem with our private lift station we are responsible to have it corrected. If you have any further questions please feel free to contact me. Thank you, Scott Huish crnau` MAY z s 200 PERMIT CENTER CORRECTION picHc;4 May 21, 2010 • ity of Tukwila Department of Community Development Jim Haggerton, Mayor Scott Huish 7100 Fun Center Wy Suite 100 Tukwila, WA 98188 RE: Correction Letter #1 Development Permit Application Number D10 -108 Bajio Mexican Grill — 7100 Fun Center Wy - Suite 140 Jack Pace, Director Dear Mr. Huish, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building, and Public Works Departments. The Fire and Planning Departments have no comments at this time. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D10 -108 W:\Pennit Center \Correction Letters\2010\D10 -108 Correction Letter #I.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: May 19, 2010 Project Name: Bajio Mexican Grill Permit #: D10 -108 ' Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please identify the adjacent spaces or occupancies. The restaurant is an "A" occupancy and shall be separated from the other assumed `B" occupancies in a sprinkled building with a 1 -hour wall construction. The plan legend indicates the demising walls from the other occupancies as non - rated. Revise plan to require these walls to be one -hour construction. Provide an elevation detail for the wall with the UL listing for the 1 -hour wall construction. (IBC 508.3.3 & Table 508.3.3) 2. Floor plan on A100 references different cut views with key numbers ( #)A200. That sheet A200 is missing in the set. Please provide all sheets referenced. 3. The mechanical sheets by Captive Air are un- legible or impossible to read. Please provide clean sheets that are clear and legible. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. PUBLIC WORKS DEPARTMENT COMMENTS DATE: May 21, 2010 PROJECT: Bajio Mexican Grill 7100 Fun Center Way PERMIT NO: D10 -108 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) The submitted plan shows wrong type of the proposed grease interceptor. Public Works requires a three compartment double baffle grease interceptor per attached City of Tukwila standard Detail SS- 14. 2) Please show direction of sanitary sewer flow for the existing and proposed sewer lines. 3) In order to determine Public Works permit fee please submit a construction cost estimate for any utility/site work associated with this project, see attached page 1 of Bulletin A2. (W:PW Eng/Other /Joanna Spencer /comments 1 D10 -108 ) April 29, 2010 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Scott Huish 7100 Fun Center Wy #100 Tukwila, WA 98188 RE: Incomplete Letter #1 Development Permit Application D10 -108 Bajio Mexican Grill — 7100 Fun Center Wy #140 Dear Mr. Huish, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on April 22, 2010 is determined to be incomplete. Before your application can continue the plan review process the attached/following items from the following department(s) need(s) to be addressed: Public Works Department: Joanna Spencer at 206 431 -2440 if you have any questions Concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician Enclosures File: D10 -108 W:\Permit Center\Incomplete Letters\2010\D10 -108 Incomplete Ltr #1.DOC 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: PROJECT: PERMIT NO: PLAN REVIEWER: • • PUBLIC WORKS DEPARTMENT COMMENTS April 28, 2010 Bajio Mexican Grill 7100 Fun Center Way D10 -108 Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) The City requires grease interceptors on all buildings where food preparation occurs. Grease interceptor shall comply with Appendix H of the Uniform Plumbing code, refer to the attached Grease Interceptor Chapter 8.4 of the Tukwila Public Works Department Infrastructure Design and Construction Standards. Submit a site plan prepared by a WA State professional engineer showing the sanitary sewer service and grease waste connection to the sanitary sewer system. 2) Will the proposed restaurant be metered separately? If that's the case please show location/size of the proposed Water Meter and water service line that will serve your restaurant. 3) Please submit a construction cost estimate for any utility /site work associated with this project. 4) Please execute the attached King County Metro Non - Residential Sewer Use Certificate form and list only the new plumbing fixtures and not the ones being replaced in kind. (W:PW Eng/Other /Joanna Spencer /comments 1 D10 -108 incomp) !PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -108 DATE: 05/26/10 PROJECT NAME: BAJIO MEXICAN GRILL_ SITE ADDRESS: .7100 FUN CENTER WY, STE 140 Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued E��PART ENTS: 6-1—Lo aiding ivision . ut) c Wilt4s Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 05/27/10 Not Applicable Permit Center. Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required n DATE: APPROVALS OR CORRECTIONS: Approved n Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 06/24/10 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 *PERMIT MORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -108 DATE: 05/14/10 PROJECT NAME: BAJIO MEXICAN GRILL SITE ADDRESS: 7100 FUN CENTER WY, STE 140 Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # after Permit Issued DEPART ENT h1 1 ding i'vision JAS v■i Public Works V Fire Prevention Structural p 0.14411(- ❑ Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 05/18/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/15/10 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Orily r )--1' O CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW� Staff Initials: Documents/routing slip.doc 2 -28 -02 • • PE 1 COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -108 DATE: 04 -22 -10 PROJECT NAME: BAJIO MEXICAN GRILL SITE ADDRESS: 7100 FUN CENTER WY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division PU5i' rksci Ilc orks yvi 4WC S D ire Prevention Structural Planning Division Permit Coordinator u DETF "M'NATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 04 -27 -10 Not Applicable Comments: Permit Center Use Only n �l INCOMPLETE LETTER MAILED: /A—I._°\ I() LETTER OF COMPLETENESS.M BLED: Departmer.•. determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW V" Staff Initials: �� TUES /T}'URS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROV I\ LS OR CORRECTIONS: DUE DATE: 05-25-10 Approve I Approved with Conditions ❑ Not Approved (attach comments) Notation. REVIEV ' R'S INITIALS: DATE: Permit 'e,•, ,' 11se Only CORRECT.ON LETTER MAILED: Departmor•• issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documentofwi:irq slip.doc 2 -28 -02 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http://www.ci.tulcwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: S -2b_ `D Plan Check/Permit Number: `(7 ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: x, 0< < :.,, 11 Project Address: 7` (v 5r, _,n C r is L,c. 1 - l51/4.0 Contact Person: Sc �:�5 �^ Phone Number: C--/_7-9 k °1C-4-c) Summary of Revision: \1. �-A eq ur.- Uotcs \ r-9 LiGC MAY 2 6 2010 imromurn CRY oF 1LA PERMIT CENTER 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 H:WpplicationsWorms- Applications On Line\2009 -08 Revision Submittal. doc Created: 8 -13 -2004 Revised: 8 -2009 • City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site http: //www.ci.tukwilawa.us ne a rsiim suti- tP, a reai.7a vz subirdii d in person at the Fermat Center. Revisions will not he accepted through the mail, fax, etc Date: - (Z.-(.-V Plan Check/Permit Number: 12( Response to Incomplete Letter # 1 CI Response to Correction Letter # Q Revision # after Permit is Issued ® Revision requested by a City Building Inspector or Plans Examiner Project Name: j, 0 Yco-. .r, Cc, 1 l t 1 Project Address: k00 ,n Cervkr_r (...).._467 \40 Contact Person: Summary of Revision: C Phone Number: (SCE -3) <<i�� cztr 14 2010 PERMgr coma Sheet Numher(s): "Cloud" or highlight all areas fi f revision including date a f revision iteceiveti ai Me l.ssv t•i i SJkyvsia Pes?rij (.eilifrr n,•: t.rrs!e rett sss Permits Pius im V-) `� V" ,S, 1 ii .Apnu. It a.%Foans- Appiannhunn On Lrn 2OGS:US fier+rr:m Susmntiaitix. kg King County Department of Natural Resources and Parks Wastewater Treatment Division Non - Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type Cervkr- Prone pe y` c)- A,,, ` i`l ,4O 7`U )ttn i4 Or \\C City State ZIP -.c_,›4\ 4k1/4A._ Owner's Name Subdivision Name Lot # Subdiv. # Block # Building Name TU w- L4...+ (if applicable) (5-43) G0 Owner's Phone Number (with Area Code) ( ) CA (-1 C2 Property Number (with Area Code) Owner's Mailing Address -'3(x) - Ce es— -Lv ;Se.,L /k For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes '15g No Was building on Sanitary Sewer? %Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes '"EiNo Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 1 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 1 2.. Sink, bar or lavatory 2 1 2. 2. Sink, Clinic flushing 8 8 Sink, kitchen 3 2 t 2. Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 3 01 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 2 '9 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units = 20 'LS RCE 2- B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) = 187 C. Total Residential Customer Equivalents: (add A & B) A B RCE RCE io-ioS CITY OF MAY 14 2010 Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subj aK�y arge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand deviation will require resubmission of corrected data Signature of Owner /Representative Print Name of Owner /Representative 1058 (Rev. 9/07) hat the capacity charge levied will be based on this information and any etermination of a revised capacity charge. Date s-- a- \cam White - Kina County Yellow - Local Sewer Aoencv Pink - Sewer Customer . ®110241 Contractors or Tradespeople l ter Friendly Page • Page 1 of 2 General /Specialty Contractor A business registered as a construction contractor with L81 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. Business and Licensing Information Name Axiom Commercial Corp UBI No. 602131679 Phone 3606681029 Status Active Address 13110 Ne 177Th Pl #312 License No. AXIOMCC997NH Suite /Apt. License Type Construction Contractor City Woodinville Effective Date 10/16/2001 State Wa Expiration Date 11/6/2011 Zip 98072 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status SAVOYL "911C7 Savoy /Deacon Llc Construction Contractor General Unused 2/9/2009 2/9/2011 Active SDDEAC0011JB S D Deacon Corp Of Oregon Construction Contractor General Unused 4/2/1999 6/8/2011 Active SDDEAEI088BS S D Deacon Enterprises Inc Construction Contractor General Unused 1/10/1992 4/24/2011 Active SDDEACW108NT 5 D Deacon Corp Of Washington Construction Contractor General Unused 8/30/1990 6/20/2012 Active DEACOCC011JB Deacon Const Corp - Oregon Construction Contractor General Unused 4/2/1999 6/1/2001 Archived DEACOTJ041J3 Deacon Turner Joint Venture Construction Contractor General Unused 4/23/1996 6/1/2000 Archived DEACOCC130Q5 Deacon Construction Co Construction Contractor Concrete Carpentry /Framing 11/25/1987 11 /17/1992 Archived SDDEA**19202 S D Deacon Corp Construction Contractor General Unused 9/22/1981 6/1/1999 Archived AXIONCS995KJ Axiom Construction Srvcs Ltd Construction Contractor General Unused 5/11/2001 6/28/2006 Expired Business Owner Information Name Role Effective Date Expiration Date Galash, Nick B President 05/31/2005 Galash, Stephen J President 08/08/2001 05/31 /2005 https://fortress.wa.gov/lni/bbip/Print.aspx 06/07/2010 > 0 0 0 (r) 0 :0 0 0 0 -015 B a iio 0 N 0 O N 0 0 0 N N •- atig*J C) MEXICAN. GRILL REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. BAJIO MEXICAN GRILL SEPARATE PERMIT REQUIRED FOR d echanicd SUIectricat L7�P umbtng a Gas Piping City of Tukwila B( ;t )_r'!NG DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 3 2010 ks-City of Tukwila BUILDING DIVISION TUKWILA WASHINGTON SYMBOLS LEGEND ELEVATION MARKER ABOVE FINISH FLOOR ELEVATION A.F.F. DETAIL NAME EQUIPMENT TAG View Name 1/8 =`1' -0 0 GRID LABEL DOOR LABEL INTERIOR ELEVATION 01) KEYNOTE NORTH ARROW NORTH PARTIAL SECTION DETAIL REVISION /ADDENDUM ROOM LABEL DETAIL CALL -OUT GENERAL REQUIREMENTS 1. ALL WORK SHALL BE DONE IN A SAFE AND WORKMANLIKE MANNER AND IN STRICT ACCORDANCE WITH THE LOCAL AND /OR STATE (IF APPLICABLE) BUILDING CODES, NATIONAL ELECTRIC CODE (NEC), ADA- ADAAGS (ADOPTED HANDICAP ACCESSIBILITY REQUIREMENTS), OSHA AND ALL APPLICABLE CODES, REGULATIONS, ORDINANCES, AND AUTHORITIES HAVING JURISDICTION (AHJ). 2. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELVES WITH THIS KNOWLEDGE DOES NOT RELIEVE THEM OF ANY RESPONSIBILITY FOR PERFORMING THEIR WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. 3. THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING BUILDING SECURITY AT ALL TIMES. THIS INCLUDES KEEPING THE BUILDING SECURE FROM PERSONS, ENVIRONMENTAL ELEMENTS OR HAZARDS. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE INTEGRITY OF ALL EXISTING SECURITY SYSTEMS. 4. THE CONTRACTOR SHALL KEEP WORK AREA CLEAN AND FREE OF DEBRIS AND IS TO REMOVE ALL TRASH AND DEBRIS FROM THE CONSTRUCTION AREA DAILY. NO FLAMMABLE MATERIALS OR LIQUIDS MAY BE STORED IN THE EXISTING BUILDING OR ANY NEW ADDITION. 5. REMOVE ANY EXISTING ITEMS, SERVICES, FINISHES OR SURFACES AS REQUIRED FOR THE INSTALLATION OF NEW CONSTRUCTION. PROVIDE FURRING FOR CONDUITS AND PIPING, SHOWN OR NOT, AND FINISH OUT FURRING TO MATCH ADJACENT EXISTING FINISHES. 6. REPAIR, RE- ROUTE, AND EXTEND ALL SERVICES, PIPING, CONDUIT OF EXISTING ITEMS AND EQUIPMENT AS REQUIRED DURING THE CONSTRUCTION PROCESS FOR THE COMPLETE INSTALLATION AND OPERATIONS OF NEW EQUIPMENT. THIS INCLUDES ALL ITEMS SHOWN OR NOT SHOWN ON THE DRAWINGS. RESET EXISTING EQUIPMENT OR RELATED ITEMS AS REQUIRED FOR PROPER OPERATION. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY ORDERING OF MATERIALS TO PROHIBIT DELAYS OF THE CONSTRUCTION SCHEDULE OF THIS PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE DELIVERY OF MATERIALS IN A TIMELY MANNER. 8. THE GENERAL CONTRACTOR SHALL RESPOND TO ALL REQUIREMENTS OF THE ENGINEER /ARCHITECT FOR VERIFICATIONS, RESPONSES AND SUBMISSIONS. 9. DURING ENTIRE CONSTRUCTION PERIOD, PROVIDE ONE U.L. LISTED 2A:20BC DRY CHEMICAL FIRE EXTINGUISHER, OR ONE STANDARD U.L. LISTED 2 -1/2 GALLON WATER (E -10) AND ONE U.L. LISTED 10BC CARBON DIOXIDE FIRE EXTINGUISHER MOUNTED TOGETHER IN EACH 3000 SQ. FT. OF WORK AREA OR FRACTION THEREOF (MINIMUM OF TWO AVAILABLE IN ALL CONSTRUCTION AREAS AT ALL TIMES.) 10. MODIFICATION TO SPRINKLER SYSTEM BY GENERAL CONTRACTOR SHALL BE BY A LICENSED SPRINKLER CONTRACTOR. SPRINKLER CONTRACTOR TO SUBMIT SIGNED AND SEALED SPRINKLER DRAWINGS TO THE PROPER BUILDING AUTHORITIES FOR APPROVAL PRIOR TO ANY ALTERATION OF THE AUTOMATIC SPRINKLER SYSTEM. WORK TO BE DONE UNDER SEPARATE PERMIT. ALL CHANGES TO THE FIRE SPRINKLER SYSTEM SHALL BE PER NFPA 13 REQUIREMENTS. 11. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ADJACENT PREMISES FROM MOISTURE, CONSTRUCTION NOISE, DUST AND DEBRIS. 12. ANY DAMAGE CAUSED BY THE CONTRACTOR TO EXISTING FACILITY TO REMAIN SHALL BE REPAIRED TO BEFORE DAMAGE CONDITIONS AT THE CONTRACTOR'S SOLE EXPENSE. 13. COORDINATE ALL WORK TO BE DONE WITH ALL THE CONTRACTORS INVOLVED PRIOR TO INSTALLATION. 14. FIELD VERIFY LOCATIONS OF PIPING, EQUIPMENT, STRUCTURAL COMPONENTS, ETC. PRIOR TO COMMENCING ANY WORK. 16. ALL SPECIFIED ELECTRICAL NOTES ARE REQUIRED, ALL EQUIPMENT AND OUTLETS ARE TO BE PLACED BY GENERAL CONTRACTOR. 17. EMERGENCY LIGHTS INSTALLED BY GENERAL CONTRACTOR PER LOCAL CODE. 18. EXIT LIGHTS INSTALLED BY GENERAL CONTRACTOR PER LOCAL CODE. 19. FIRE EXTINGUISHERS, SMOKE AND FIRE DETECTION SYSTEMS INSTALLED BY GENERAL CONTRACTOR PER LOCAL CODE. 20. ALL DIMENSIONS TO BE VERIFIED BY GENERAL CONTRACTOR ON SITE. 21. GENERAL CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO ALL OWNER FURNISHED ITEMS. 22. GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE DELIVERY, RECEIVE, UNLOAD, STORE, PROTECT AND HANDLE ALL FURNITURE, FIXTURES AND EQUIPMENT FROM THE DELIVERY TRUCK INTO THE STORE AND THROUGH THE COMPLETE INSTALLATION PROCESS, ANY ITEMS DAMAGED AFTER RECEIVING SHALL BE REPLACED AS DETERMINED BY THE OWNER, AT THE CONTRACTOR'S SOLE EXPENSE. 23. MECHANICAL, PLUMBING, AND ELECTRICAL SHALL BE DONE ON A DESIGN BUILD BASIS BETWEEN THE OWNER AND THE CONTRACTOR. 24. ALL DIMENSIONS TAKEN FROM FACE OF WALL (EXT. WALLS) AND FROM FACE OF WALL FINISH (INT. WALLS) GRID LINES =FACE OF SHEATHING /FOUNDATION OR CENTER OF COLUMN. 25. ALL INTERIOR FINISHES TO BE CLASS A IF NON - SPRINKLED, CLASS B OR C IF SPRINKLED PER IBC TABLE 803.5 FOR A -2 OCCUPANCY. 27. REPAIR ROOF AT ALL ROOF PENETRATIONS AS REQUIRED TO MAINTAIN A WATERTIGHT / PRE - PENETRATED ROOF SYSTEM. 28. RE -KEY ALL EXISTING LOCKSETS. 29. PROVIDE SIGN ON EXTEROR DOORS STATING "DOOR TO REMAIN UNLOCKED WHILE BUILDING IS OCCUPIED ", 1" HIGH LETTERS. 30. PROVIDE PANIC HARDWARE ON EXIT DOORS. FIELD VERIFY IF EXISTING. 31. ALL DOOR HARDWARE TO MEET ADA GUIDELINES. 32. PROVIDE SIGN STATING MAXIMUM OCCUPANT LOAD WHERE REQUIRED BY AUTHORITY HAVING JURISDICTION. 33. PROVIDE FIRESTOPPING MATERIAL AT ALL PENETRATIONS OF ANY FIRE WALL. 34. IF MODIFICATION TO FIRE ALARM SYSTEM (WHEN PRESENT) IS REQUIRED, GENERAL CONTRACTOR SHALL HIRE A LICENSED FIRE ALARM CONTRACTOR. FIRE ALARM CONTRACTOR TO SUBMIT SIGNED AND SEALED FIRE ALARM DRAWINGS TO THE AHJ FOR APPROVAL PRIOR TO ANY ALTERATION OF THE FIRE ALARM SYSTEM. WORK TO BE DONE UNDER SEPARATE PERMIT. 35. PUBLIC HEALTH - SEATTLE & KING COUNTY INSPECTION REQUIRED ON COMPLETION OF WORK PRIOR TO OPENING. 36. NO CHANGES WILL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL. ALL CHANGES MUST COMPLY WITH NFPA 37. TYPE OF SERVICE: GRILLING, FRYING, STEAMING, QUICK SERVE 15. PROVIDE ADA COMPLIANT PRO WRAP DRAIN AND STOP INSULATION SYSTEM OR DRAINSHEILD ON ALL LAVATORIES. 26. ALL WOOD IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED MOISTURE RESISTANT. GENERAL SCOPE OF WORK RESTAURANT AS TENANT FINISH OUT ALL QUESTIONS RELATED TO THE BIDDING AND CONSTRUCTION OF THIS PROJECT SHALL BE DIRECTED TO THE GENERAL CONTRACTOR. SITE VERIFICATION REQUIREMENTS 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO THE SUBMISSION OF THEIR BID, ORDERING OF MATERIALS, AND COMMENCEMENT OF ANY WORK. 2. THESE CONSTRUCTION DOCUMENTS HAVE BEEN DESIGNED AND DRAWN ASSUMING EXISTING BUILDING CONDITIONS AND HAVE NOT BEEN VERIFIED BY THE ARCHITECT. THE GENERAL CONTRACTOR, IMMEDIATELY UPON ARRIVAL AT THE SITE, SHALL VERIFY ALL EXISTING STRUCTURAL COLUMN DIMENSIONS, STRUCTURAL BEARING HEIGHTS, EXISTING DIMENSIONS, TOP OF MASONRY ELEVATIIONS, AND JOIST BEARING ELEVATIONS PRIOR TO THE FABRICATION OF ANY STRUCTURAL ITEMS. IF DISCREPANCIES ARE FOUND BETWEEN WHAT IS SHOWN ON THE DRAWINGS AND EXISTING FIELD CONDITIONS, NOTIFY THE ARCHITECT IMMEDIATELY TO DETERMINE WHAT ACTION SHOULD BE TAKEN TO MATCH EXISTING CONDITIONS. THE BEGINNING OF CONSTRUCTION OR FABRICATION BY THE GENERAL CONTRACTOR MEANS ACCEPTAINCE OF THE EXISTING CONDITIONS. 3. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES (WHETHER SHOWN OR NOT) PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF THE DISCOVERY OF EXISTING UTILITIES NOT SHOWN OR NOTED ON DRAWINGS. 4. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF UNDERGROUND UTILITY SERVICES PRIOR TO ANY EXCAVATION. 5. REPORT ANY DISCREPANCIES FOUND IN THE FIELD IMMEDIATELY TO THE ARCHITECT PRIOR TO MAKING MODIFICATIONS OR ORDERING OF MATERIALS. ARCHITECT: BUILDING OFFICIAL: HEALTH DEPARTMENT: OWNER: Michael C. Raymond City of Tukwila Sid Forman Scott Huish RECEIVED 32 West Center Street, Suite 203 Community Development Department Public Health - Seattle & King County 7100 Fun Center Way #100 Provo, UT 84602 Public Works Department Environmental Health Division Tukwila, Washington 98188 APR 2 2 2010 801 - 374 -2100 801- 374 -0100 fax michael @rvassoc.com 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 www.ci.tukwila.wa.us 401 -5th Avenue Suite 1100 Seattle, WA 98104 206- 263 -8531 503- 381 -9590 * huwish @aol.com b i 6 .... I, 0 8 PERMIT CENTER 206- 296 -4632 SHEET INDEX ARCHITECTURAL G000 TITLE SHEET L100 LIFE SAFETY PLAN A100 FLOOR PLAN & NOTES A101 EQUIPMENT & FURNITURE PLAN A101A EQUIPMENT & FURNITURE SCHEDULE A102 REFLECTED CEILING PLAN & SCHEDULE A103 FINISH FLOOR PLAN, SCHEDULE & NOTES A200 DETAILS A300 INTERIOR ELEVATIONS A400 MILLWORK DRAWING (FOR INFORMATION ONLY) SAMPLE EXHAUST HOOD DRAWINGS CA100 CAPTIVE AIRE HOOD SHEET CA200 CAPTIVE AIRE FAN SHEET FILE COPY el Permit No. Qs 10p Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize thc violation of any adopted code or ordinance. Receipt of approved Fiel Copy aid itions is acknowledged: By. J SIA CO- City Of 7bkwlla BUILDING DIVISION Date: APPLICABLE CODES 2006 INTERNATIONAL BUILDING CODE 2006 INTERNATIONAL PLUMBING CODE 2006 INTERNATIONAL MECHANICAL CODE 2006 INTERNATIONAL FIRE CODE 2006 INTERNATIONAL FUEL GAS CODE 2005 NATIONAL ELECTRIC CODE ALLOWABLE HEIGHT & BUILDING AREA IBC TABLE 503 BUILDING HEIGHT: ALLOWABLE HEIGHT: 1 STORY 2 STORIES BUILDING AREA (SEPARATED USE): ALLOWABLE AREA: 2,500 SQ. FT. 9,500 SQ. FT. FULLY FIRE SPRINKLERED (SECTION 903) CONSTRUCTION TYPE: IIB (TABLE 601) DISTANCE OF TRAVEL TO AN EXIT: 250' (TABLE 1016.1) OCCUPANCY IBC SECTION 303, TABLE 1004.1.2 OCCUPANCY: ASSEMBLY (A2) = 2,500 SQ. FT. OCCUPANCY CALCULATIONS: ASSEMBLY (A2) = 1334 SQ. FT. / 15 (NET) =89 OCCUPANTS KITCHEN = 938 SQ. FT. / 200 (GROSS) = 5 OCCUPANTS TOTAL 94 OCCUPANTS EGRESS / EXITING IBC TABLE 1005.1 ASSEMBLY (A2) = 89 X .2 = 18" KITCHEN = 5 X .2 = 1" TOTAL EGRESS WIDTH REQUIRED = 19" TOTAL EGRESS WIDTH PROVIDED = 72" EXITS REQUIRED: 2 EXITS PROVIDED 2 EXHAUST SYSTEM FIRE SUPPRESSION ANSUL SYSTEM ON EXHAUST HOOD FIXTURES REQUIRED IPC TABLE 403.1 PLUMBING FIXTURE CALCULATIONS: TOTAL OCCUPANTS: 94 / 2 = 47 EACH GENDER REQUIRED: 1 WC PER 75 EACH GENDER = 1 EACH GENDER 1 LAV PER 200 = 1 PROVIDED: 2 WC, 2 LAV DRINKING FOUNTAIN: 1 REQUIRED DRINKING WATER PROVIDED AT BEVERAGE STATION SERVICE SINK: 1 REQUIRED 1 PROVIDED LOCATION MAP 162nd St tSPARN 7tcnnr8 '. A04/20/2010 REG.TERED RCS TECT ICHAEL C. RAYMO STATE OF WA INGT 0 MEXICAN W z W U z lj >-- L� DRAWN PFA O N L.LI 1= L') W LiJ U-) W 7 uJ U C/) uJ N CHECKED MCR c 0 c 0 Center Way #140 c L>- O O DATE 03/24/2010 SCALE JOB NO. 10 -10 REG.TERED RCS TECT ICHAEL C. RAYMO STATE OF WA INGT 0 MEXICAN W z W U z lj >-- L� DRAWN PFA O N L.LI 1= L') W LiJ U-) W 7 uJ U C/) uJ N CHECKED MCR c 0 c 0 Center Way #140 c L>- O O DATE 03/24/2010 SCALE JOB NO. 10 -10 ram r 11 ° ° °►/ / / / / /d// • ■ / 1!//// Angiro/ IiI///1IfI /II /I////// / / //////// III /II / // /! /4W I// I// Ar///// /// //J// /IA/Y_/_/ //Q / / //////r�I //Aril/ /m/// of R .ISTERE T MICHAEL C. RAYFAO D STATE OF WASHINGTON G ArArArAirArArArazwArrAir r,M / /I/ / ///�`W/1 0 0 8' SIDEWALK PUBLIC WAY z 0 X W 0 m FUN EXIT TRAVEL DISTANCE = 64' < I c LL 0 0 N IliMMWWWIMMMIUMMWMWMMImmummmuor H U II Seattle \B a jioSeattle.rvt O 0 m LO O 0 N 1,102.1- ---- _- _..1 -1� EXIT TRAVEL DISTANCE = 88' 8' SIDEWALK PUBLIC WAY O W f=- (/) W W 1- Cf) W w U C/) W CV r) C9 00 0 0 K: \Drawings20 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 6 2010 U LIFE SAFETY PLAN NORTH N 0 LO SCALE ` 1/8" = 1' -0" DRAWN PFA CHECKED MCR DATE 03/24/2010 SCALE JOB NO. 10 -10 SHEET NO. O N 0 N L100 0 0 0 0 u� 0 0 i w w (11 z J 0 W z 0 z 0 0 0 U 0 o_ i 0 0 SHEET INDEX TITLE NO. COVER SHEET UTILITY PLAN & DETAILS C1.0 C2.0 NOTES: 1. ALL CONSTRUCTION TECHNIQUES AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT CITY OF TUKWILA STANDARDS AND SPECIFICATIONS AND AS SHOWN IN THESE PLANS. 2. TOPOGRAPHIC SURVEY WAS PREPARED BY OTHERS AND IT WAS PROVIDED TO ENCOMPASS ENGINEERING & SURVEYING BY THE ARCHITECT. EXISTING SITE AND UTILITY INFORMATION SHOWN HEREON 1S BASED ON THE DESIGN DRAWINGS OF THE FAMILY FUN CENTER FROM 2003 AND IT WAS PROVIDED TO ENCOMPASS ENGINEERING & SURVEYING BY THE ARCHITECT. ELECTRICAL, COMMUNICATION AND GAS INFORMATION SHOWN IN THE VICINITY OF THE PROJECT AREA WAS BASED ON LOCATE INFORMATION PROVIDED TO ENCOMPASS ENGINEERING & SURVEYING BY THE CONTRACTOR. ENCOMPASS ENGINEERING & SURVEYING IS NOT LIABLE FOR THE ACCURACY OF SHOWN INFORMATION. ALL DESIGN SHOWN HERE FORTH IS BASED ON EXISTING SITE AND UTILITY INFORMATION PROVIDED BY OTHERS. BOUNDARY INFORMATION SHOWN HEREON HAS NOT BEEN VERIFIED. 3. CONTRACTOR SHALL POTHOLE AND VERIFY DEPTH AND LOCATION OF EXISTING UTILITIES/ SERVICES PRIOR TO CONSTRUCTION. ADEQUATE CLEARANCES SHALL BE DETERMINED IN THE FIELD AND PROVIDED ACCORDINGLY. LEGEND: SANITARY SEWER LINE SANITARY SEWER CLEANOUT ACCESS MANHOLE FIRE WATER SERVICE LINE BEND (MECHANICAL JOINT) DEMOLITION HATCH • BAJIO MEXICAN GRILL @ FAMILY FUN CENTER SW 1/4 OF SECTION 24, T. 23 N., R. 4 E., W.M. CITY OF TUKWILA, STATE OF WASHINGTON APPR XIMATE 100- AR LOOOPLAIN - 21.9 PER ARGHOUS REPORT DATEJ� 2 -22 -98 5'E Asphalt e\fc 6.3'E Asphalt 00 a) LOT P , , vo•:V 6,i isr r„ reyruthan i ,rstla. tbkwiia li : ruiiwuA a1cwY VICINITY MAP N.T.S. ei'4t ‘16qi7 Cyclone. ICB Pnce -- DISCREPANCIES: 4,e , , Fun 10 GRAPHIC SCALE 0 5 10 ( IN FEET ) 1 inch = 10 ft. IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS AND EXISTING CONDITIONS WHICH WILL AFFECT THE WORK, THE CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO THE ATTENTION OF THE ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FITTING OF ALL WORK AND FOR THE COORDINATION OF ALL TRADES, SUBCONTRACTORS, AND PERSONS ENGAGED UPON THIS CONTRACT. z tsfi sTelephogrie manhole �bhone manhole REVIEWED FOR CODE COMPLIANCE APPROVED JUN 062010 City of Tukwila DING D1V11(�I� BUIL CONTRACTOR RESPONSIBILITY: CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. These pa s ,have been revs �w d 'by the Public Works Departn t for confo nce with current City standards. Acce tance-'ls subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequac: of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector, _ -. Date: By: ABBREVIATIONS: ACP — ASPHALT CONCRETE PAVEMENT ADD'L — ADDITIONAL ADJ — ADJACENT ANSI — AMERCIAN NATIONAL STANDARDS INSTITUTE APPROX — APPROXIMATE(LY) ARCH — ARCHITECT(URAL) ASSY — ASSEMBLY AVE — AVENUE. ALT — ALTERNATE AP — ANGLE POINT ASTM — AMERICAN SOCIETY OF TESTING AND MATERIALS BLDG — BUILDING BLOC—BUILDING CORNER BLK — BLOCK BM — BENCHMARK BNDY — BOUNDARY 80 — BLOW OFF BW — BOTTOM OF WALL (AT FINISHED GRADE) CB — CATCH BASIN CF — CUBIC FEET(FOOT) CIP — CAST IRON CL — CLASS C /L, CL — CENTER LINE CLR — CLEARENCE CMP — CORRUGATED METAL PIPE CO — CLEAN OUT CONN — CONNECTION CONTR — CONTRACTOR CONT — CONTINUOUS (CONTINUED) C, CONC — CONCRETE CONST — CONSTRUCTION CFS — CUBIC FEET PER SECOND CY — CUBIC YARD DCVA — DOUBLE CHECK VALVE ASSEMBLY DDCV — DOUBLE DETECTOR CHECK VALVE DEPT. — DEPARTMENT DET — DETAIL DIP — DUCTILE IRON PIPE DIA(S) — DIAMETER DIM — DIMENSION DOT — DEPARTMENT OF TRANSPORTION DS — DOWN SPOUT DWG — DRAWING E — EAS EA —EACH T(ING) EL — ELEVATION ELEC, E — ELETRICAL EP — EDGE OF PAVEMENT EQUIV — EQUIVALENT EX, EXIST — EXISTING FDC — FIRE DEPARTMENT CONNECTION FFE, FF — FINISH FLOOR ELEVATION FG — FINISH GRADE FH — FIRE HYDRANT FL — FLANGED OR FLOW LINE FLR — FLOOR FS — FINSHED SURFACE FT (9 — FOOT (FEET) G — GAS MAIN GA — GAUGE GALV — GALVANIZED GB — GRADE BREAK GRD — GRADE HOPE — HIGH DENSITY POLYETHYLENE HORIZ (H) — HORIZONTAL HT — HEIGHT HYD — HYDRANT IE — INVERT ELEVATION IN ( ") — INCHES IRR — IRRGATION WATER L — LENGTH LB ( #) — POUND(S) LF — LINEAR FEET MAT'L — MATERIAL MAX — MAXIMUN MFR — MANUFACTURER MH — MANHOLE MJ — MECHANICAL JOINT MIN — MINIMUM MISC — MISCELLANEOUS N — NORTH(ING) NO ( #) — NUMBER N.T.S. — NOT TO SCALE 0.C. — ON CENTER 0.D. - OUTSIDE DIAMETER P — POWER PIV — POST INDICTOR VALVE PP — POWER POLE PL — PROPERTY LINE PSF — POUNDS PER SQUARE FOOT PSI — POINDS PER SQUARE INCH PVC — POLYVINYL CHLORIDE PVMT — PAVEMENT QTY — QUANTITY RAD (R) — RADIUS RCP — REINFORCED CONCRETE PIPE RD — ROAD REF — REFERENCE REINF — REINFORCED REQD - REQUIRED ROW — RIGHT —OF —WAY S - SOUTH SCH — SCHEDULE SD — STORM DRAIN SHT — SHEET SIM — SIMILAR S, S — SLOPE SPEC — SPECIFICATION(S) SF — SQUARE FOOT STD — STANDARD SS — SANITARY SEWER TOE — TOE OF WALL, OR SLOPE T — TELEPHONE WIRE TC — TOP OF CURB TG /RIM — TOP OF GRATE /RIM TEMP — TEMPORARY C THRU — THROUGH R�RMI ,INTER TOP — TOP OF SLOPE TOW — TOP OF WALL TYP — TYPICAL w — WEST WM — WATER METER WT — WEIGHT C O R R E CT I �. WV — WATER VALVE LT R _ —.j RECEIVED CITY OF TUKWILA MAY 2 6 2010 ---- 0 -\01) AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY CaII before you D g 1- 800 - 424 -5555 UNDERGROUND SERVICE (USA) NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1- 800 - 424 -5555 0 Fg a. W �S m Z 0 rh z W 1 y.m CC z U o a ti a g ?5 Ut�111� I P. 42172 � ��2; W m 10NAL l`'�. • C-- (1''I- HARDLINE CONSTRUCTION, LLC COVER SHEET I NC71NttKIN(i do t _ 1 1 1IN Western Washington Division 165 NE Juniper Street, Suite 201 • Issaquah, WA 98027 • Phone: (425) 392 -70250 • Fax: (425) 391 -3055 Eastem Washington Division 108 East 2nd Street • Cle Elum, WA 98922 • Phone: (509) 674 -7433 • Fax: (509) 674 -7419 JOB NO. 10038 DATE 5 -13 -10 SCALE 1 " =20' DESIGNED DH DRAWN DH CHECKED DH APPROVED DH SHEET C 1. 0 C: \DARKO \Projekti \10038 \ENGINEERING \PLAN SHEETS \C2.0.dwg, 5/19/2010 4:24:45 PM STRUCTURE BEDDING BOTTOM OF STRUCTURE FOOTING F7NISH GRADE rONE OF INFLUENCE ' / \ \\ � \j \ /\\.V r i/ \/i J fir % \ / \ , \\� \ / \/ \, \ \ . \ /% j ZONE OF INFLUENCE NTS 00 13' -1" CLEAR ACCESS OPENING --. •••••• \ GROUT BOTH / SIDES, TYP. -�\ PRECAST DIVIDER (1 A VENT PIPES OPTIONAL 1-1 'i I = INLET 1- Y/ 1 I I LJ f LO TEE OR ELBOW, - 1:1 -1 - - -- ------ -f-+- TYP. --r"-=' J 4' -8" C:, ` ' ' WATER DEPTH „1 J. ,_ • 4- 1- PLAN VIEW ADJUST TO GRADE a SLOT BOTH SIDES CONTRACTOR TO CORE DRILL OR KNOCKOUT HOLE IN FIELD PIPE KNOCKOUT TYPICAL 1" DRAFT 1' -0" LOCKING FRAME & COVER AIR & AS TIGHT 3 PLACES (2 PLACES ON 577 -GA) INSPECTION -.5-I...? TEE, TYP. S7 r -1- 1 • 1. •• L J A. • 1 co N • O GROUT ALL AROUND BOTH SIDES, TYP. LENGTH SECTION VIEW AA SLOT, TYP. - 3 LENGTH GALLON CAPACITY .3000 UTILITY VAULT CO. MODEL NO. 712 -GA OUTLET NOTES: 1. DESIGN INFORMATION: CONCRETE: 28 DAY COMPRESSIVE STRENGTH fc = 4500 PSI. REBAR: ASTM A -615 GRADE 60. MESH: ASTM A -185 GRADE 65. DESIGN: ACI- 318 -02 BUILDING CODE; ASTM C -857 "MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES ". LOADS: H -20 TRUCK WHEEL W/ 309 IMPACT PER AASHTO. 2. FILL W/ CLEAN WATER PRIOR TO START -UP OF SYSTEM. 3. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES. 4. CONTRACTOR SHALL PROVIDE AND INSTALL VEN PIPES AS NECESSARY. VENT PIPES MAY BE PLACED IN THE SAME TRENCH AS KITCHEN SEWER SERVICE. CONTRACTOR SHALL COORDINATE WITH PLUMBING CONSULTANT THE CONNECTION TO KITCHEN SEWER AND VENT STUBS AT EXISTING BUILDING. 5. GRAY WATER ONLY, EXCEPT DISHWASHERS, BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. 6. CONTRACTOR SHALL PROVIDE PROPER BEDDING AND COMPACTION. IT IS RECOMMENDED THAT AT THE MINIMUM THE EXISTING SOIL BE SCARIFIED 6" AND RECOMPACTED TO 95% REL. COMPACTION AND THAT BEDDING CONSIST OF 6" OF WSDOT STD SPEC 9- 03.12(3) OR SUITABLE EXCAVATED MATERIAL. 7. THE OWNER SHALL COMPLETELY PUMP OUT THE INTERCEPTOR EVERY THREE MONTHS OR AS APPROVED BY THE CITY OF TUKWILA. GREASE INTERCEPTOR DETAIL NTS DETAIL 1 0 BAJIO MEXICAN GRILL @FAMILYFUN CENTER SW 1/4 OF SECTION 24, T. 23 N., R. 4 E., W.M. CITY OF TUKWILA, STATE OF WASHINGTON ,, SS CLEA T-= 28.72 I -1= 23.81 \OUT 2" SD GS \I L_ l Y Y 8" \TI-, VJxFL CO\ CR -TE BLOCI 8" C\A P (vJ) F.\.xVJ C.V. DOV STIC WATE CO\ \CTIO\ 28LF \6" SS @ VI LJL_ I 8,, 99 GS GS A\ 61 *23.24 2LFN6 " PVC SDR 35 SS O S=2.0X SEE NOTES G GREASE INTERCEPTOR IE OUT =23.28 POSSIB\L= GR =AS T- ROPTOR IE(1\)=1.72 (OJT) = X1\9.47 3000 GALL • GREA ItTERCEP . - (SINGLE VAULT W/DOUBLE B% LE) BY 01111 VAULT COMPANY,,AI'ODEL\NO 712 -GA y \. RE if 1ER E= REMO \ CTO �f 2" D0 ZWATE CO\ I\ 4 99 i FR= CO\ \ GAS CONN 8" 9 V =STY C ECTO\ \ - was _ Sp _- FDC LI\ ECTIO ECTIOI J 1r-6" 900 B 1 rCO\CRET \D (VJXVJ) BLOCKING SA \ITA=nY SEWED CON V ECH A\ I CAL FOR CO\ TI 1 NOTES: =CTIO U ATI O i=22.75 298 1. ALL CONSTRUCTION TECHNIQUES AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT CITY OF TUKWILA STANDARDS AND SPECIFICATIONS AND AS SHOWN IN THESE PLANS. 2. TOPOGRAPHIC SURVEY WAS PREPARED BY OTHERS AND IT WAS PROWDED TO ENCOMPASS ENGINEERING & SURVEYING BY THE ARCHITECT. EXISTING SITE AND UTILITY INFORMATION SHOWN HEREON IS BASED ON THE DESIGN DRAWINGS OF THE FAMILY FUN CENTER FROM 200.3 AND IT WAS PROVIDED TO ENCOMPASS ENGINEERING & SURVEYING BY THE ARCHITECT. ELECTRICAL, COMMUNICATION AND GAS INFORMATION SHOWN IN THE VICINITY OF THE PROJECT AREA WAS BASED ON LOCATE INFORMA110N PROWDED TO ENCOMPASS ENGINEERING & SURVEYING BY THE CONTRACTOR. ENCOMPASS ENGINEERING & SURVEYING IS NOT LIABLE FOR 11-IE ACCURACY OF SHOWN INFORMATION. ALL DESIGN SHOWN HERE FORTH IS BASED ON EXISTING SITE AND UTILITY INFORMATION PROWDED BY OTHERS. BOUNDARY INFORMATION SHOWN HEREON HAS NOT BEEN VERIFIED. .3. CONTRACTOR SHALL POTHOLE AND VERIFY DEPTH AND LOCATION OF EXISTING UTILITIES/ SERVICES PRIOR TO CONSTRUCTION. ADEQUATE CLEARANCES SHALL BE DETERMINED IN THE FIELD AND PROVIDED ACCORDINGLY. 4. CONTRACTOR SHALL RELOCATE EXISTING 4" FIRE WATER SERVICE TO EXISTING FIRE DEPARTMENT CONNECTION AS SHOWN HEREON. THE EXTENT OF THE RELOCATION SHALL BE VERIFIED IN THE FIELD AND PROPER FITTINGS SHALL BE PROVIDED TO ACCOMPLISH THIS TASK. CONTRACTOR SHALL VERIFY IN THE FIELD PROPER HORIZONTAL AND VERTICAL CLEARANCES FROM EXISTING UTILITIES. 5. CONTRACTOR SHALL MAINTAIN MINIMUM 1.5' CLEARANCE BETWEEN THE OUTSIDE EDGE OF EXISTING 12" STORM DRAIN PIPE AND THE SOUTHEAST CORNER OF THE PROPOSED GREASE INTERCEPTOR AND 2.0' BETWEEN THE OUTSIDE EDGE OF EXISTING 12" STORM DRAIN PIPE AND THE NORTHEAST CORNER OF THE PROPOSED GREASE INTERCEPTOR AS REQUIRED TO KEEP THE EXISTING 12" SD PIPE OUTSIDE OF THE ZONE OF INFLUENCE OF THE GREASE INTERCEPTOR FOOTING. " SS CLEA\ OUT 1 =29.43 1=23.05 6" SS CL T AN OU I 1=28.58'- 1=17.51 bO os 10 .4 A REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 3 2010 City of Tukwila BUILDING DIVISIfl111 GRAPHIC SCALE 0 10 ( IN FEET ) 1 inch = 10 ft. rThese-pla s haT been 'r wed lby the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequac: of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector.:- =; Date: = BY: AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY Call before you D;9• 1- 800 - 424 -5555 UNDERGROUND SERVICE (USA) RECEIVED CITY OF TUKWILA MAY 2 6 2010 PERMIT CENTER NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE 11-!E EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1- 800 - 424 -5555 Seattle \B ajioSeattle.rvt O 0 m LO K: \Drawings2010 \2010 -0 10:25:55 AM 0 DOOR HARDWARE GROUPS 1 3' - 0" 7' - 0" DOOR SCHEDULE DOOR NO. SOLID WOOD STAIN P14 Door HOLOMETAL PAINT P12 HARDWARE Frame COMMENTS WIDTH HEIGHT THICKNESS MATERIAL FINISH MATERIAL FINISH DOOR HARDWARE GROUPS 1 3' - 0" 7' - 0" 1 3/4" SOLID WOOD STAIN P14 1 HOLOMETAL PAINT P12 WITH FULL LITE- TEMPERED 1 1/2 PR BUTTS, STANLEY FBB179 4.5 "x4.5" 2 3' - 0" 7' - 0" 1 3/4" SOLID WOOD STAIN P14 2 HOLOMETAL PAINT P12 ACCESS DOOR FROM ADJACENT SPACE 3 EA. IVES 20 3 3' - 0" 7' - 0" 1 3/4" HOLOMETAL PAINT P12 3 HOLOMETAL PAINT P12 �- 40 2' - 6" 4' - 0" 1 3/4" SOLID WOOD PAINT P11 BY MANUF. HOLOMETAL PAINT P11 DOUBLE SWING DOOR IN PONY WALL DOOR HARDWARE GROUPS NO. GROUP HINGES LOCKSET CLOSER KICKPLATE SILENCER STOPFLOOR 1 OFFICE DOOR 1 1/2 PR BUTTS, STANLEY FBB179 4.5 "x4.5" 1 EA. OFFICE LOCK SCHLAGE ND5OPD RHODES 613 1 EA. CORBIN RUSSWIN DC2210 1 EA. IVES 8400 10 "x(DW -2 ") 3 EA. IVES 20 1 EA. 436 2 ACCESS DOOR 1 1/2 PR BUTTS, STANLEY FBB179 4.5 "x4.5" 1 EA. OFFICE LOCK SCHLAGE ND5OPD RHODES 613 1 EA. CORBIN RUSSWIN DC2210 1 EA. IVES 8400 10 "x(DW -2 ") 3 EA. IVES 20 1 EA. 436 3 EXTERIOR DOOR 1 1/2 PR BUTTS, STANLEY FBB179 4.5 "x4.5" PANIC HARDWARE 1 EA. CORBIN RUSSWIN DC2210 1 EA. IVES 8400 10 "x(DW -2 ") 3 EA. IVES 20 1 EA. 436 PARTITION NOTES 1. STUDS CONTINUE TO DECK U.N.O. 2. STUD WALLS SHALL BE 22 GAUGE OR HEAVIER U.N.O. 3. USE 1/2" GYPSUM BOARD ON NON -RATED PARTITIONS U.N.O. 4. USE 5/8" FIRE RATED GYPSUM BOARD ON FIRE RATED PARTITIONS. 5. USE 1/2" MOISTURE RESISTANT GYPSUM BOARD BEHIND ALL CERAMIC TILE AND F.R.P. REFERENCE ROOM FINISH SCHEDULE. 6. CONTINUE FINISH MATERIAL TO A MINIMUM OF 4" ABOVE SUSPENDED CEILING SYSTEMS U.N.O. 7. REFERENCE PARTITION SYMBOL ON PLAN FOR STUD THICKNESS. 8. STUD PARTITIONS REQUIRING A FIRE RATING OF ONE HOUR SHALL COMPLY WITH UL #U415, U420 OR U465. MASONRY PARTITIONS REQUIRING ONE HOUR FIRE RATING SHALL COMPLY WITH UL #U905. 9. MAXIMUM HEIGHT OF NON LOAD BEARING WALL ABOVE LINTEL TO BE 20' -0 ". 10. PROVIDE ALTERNATING DIAGONAL METAL STUD BRACING FROM DECK TO WALL STUDS ABOVE CEILING AT 48" O.C. FOR PARTITION STUDS UNDER 6" WIDE. 11. WHERE WALL IS SHOWN TO BE RATED, PROVIDE FIREBLOCKING AND FIRESTOPPING MATERIAL AT FLOOR AND ROOF LEVELS, CONCEALED SPACES BETWEEN STAIRWAYSTRINGERS, PENETRATIONS IN FLOOR /CEILING ASSEMBLIES AND OTHER LOCATIONS AS REQUIRED BY CODE. PARTITION LEGEND NUMBER INDICATES STUD HEIGHT (NO NUMBER INDICATES STUD HEIGHT TO BOTTOM OF ROOF DECK, TYPICAL) LETTER INDICATES PARTITION TYPE REF. PLANS NUMBER INDICATES STUD SIZE AS FOLLOWS: 1 = 1 5/8" METAL 2 = 2 1/2" METAL 3 = 3 5/8" METAL 6 = 6" METAL 8 = 8" C.M.U. 12 = 12" C.M.U. 12 SIM SECTION DETAIL CALLOUT 1/2" GYPSUM BOARD ON METAL STUDS @ 16" O.C. (5/8" @ RATED WALL; MOISTURE RESISTANT GYPSUM BOARD IN RESTROOMS & FRONT & REAR SERVICE AREAS) WHERE NO CEILING IS INDICATED OR AT RATED WALLS CONTINUE GYPSUM BOARD TO DECK U.N.O. PARTITION TYPE "A" (1 HR FIRE RATED WHERE INDICATED MEW ■■ ■■ ■ ■ ■ ■■ ■■ ■■■ ■u■■■■■■ ■■■■■ MMMMMM eeeeeeeeeeeeeeeeeMeeeM Me MEM 1 HR. RATED GYP BD UP #U415, U420 OR U465; 1 RATED CMU UL #U905 NON -RATED WALL COOLER/FREEZER WALL C.M.U. WALL DRAWING NOTES 1. DO NOT SCALE DRAWING. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS, AND SHALL BE VERIFIED IN THE FIELD BY THE GENERAL CONTRACTOR AND /OR FRANCHISEE/OWNER. ANY DISCREPANCY IN DIMENSIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT OR DESIGNATED FIELD REPRESENTATIVE. 2. THE GENERAL CONTRACTOR AND EACH SUB - CONTRACTOR SHALL MAKE HIS OWN INSPECTIONS AND MEASUREMENTS. BAJIO, LLC NOR THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR THE ACCURACY OF DIMENSIONS AND FOR ERRORS AND OMMISSIONS IN THE DRAWINGS IF WRITTEN CONFIRMATION HAS NOT BEEN RECEIVED BY THE ARCHITECT. 3. ALL DIMENSIONS SHOWN ARE TO FACE OF GYPSUM BOARD FINISH U.N.O. 4. THE INFORMATIONAL LAYOUT & CONTENT HEREIN IS THE CONFIDENTIAL PROPERTY OF BAJIO, LLC AND IS PROVIDED SOLELY FOR THE USE OF AUTHORIZED FRANCHISEES, THEIR AGENTS AND CONTRACTORS. RECIPIENT AGREES NOT TO REPRODUCE, COPY, USE OR TRANSMIT THIS DRAWING AND /OR IT'S INFORMATIONAL CONTENT, IN WHOLE OR IN PART, OR ALLOW SUCH ACTION BY OTHERS FOR ANY PURPOSE, EXCEPT WITH THE WRITTEN PERMISSION OF BAJIO, LLC. RECIPIENT FURTHER AGREES TO SURRENDER THIS DRAWING AND ANY PERMITTED COPIES HEREOF UPON DEMAND. 5. STORE MUST BE CONSTRUCTED AS DESIGNED IN THESE CONSTRUCTION DOCUMENTS SUBJECT TO FEDERAL, STATE AND LOCAL LAWS. RECIPIENT IS RESPONSIBLE FOR ENSURING COMPLIANCE WITH ALL LAWS. IF MODIFICATIONS ARE NECESSARY, PLEASE CONTACT THE ARCHITECT FOR WRITTEN APPROVAL OF THE REQUIRED CHANGES. 6. PROVIDE CONTINUOUS STEEL STUD BLOCKING FROM 54" TO 78" A.F.F. BEHIND CHEESE MELTER (EQUIP. ITEM #6); MOUNT EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. SEE SHEET A101 FOR EXTENT OF BLOCKING. 7. ATTACH WALL SHELVING WITH ANCHORS INTO METAL STUDS; MOUNT @ 5-0" A.F.F. U.N.O. 8. PROVIDE 2 1/2" SOUND BATT INSULATION @ RESTROOM WALLS AND CEILING. 9. PROVIDE 2x12 BLOCKING @ ALL GRAB BAR LOCATIONS; REF: FIXTURE HEIGHTS & CLEARANCES DETAIL ON SHEET A300. 10. GENERAL CONTRACTOR TO HIRE A LOCAL STRUCTURAL ENGINEER TO: A) FIELD VERIFY THAT EXISTING STRUCTURAL CONDITIONS ARE ADEQUATE TO SUPPORT ADDED EQUIPMENT LOADS (INCLUDING MECHANICAL EQUIPMENT) B) DESIGN A STRUCTURAL SUPPORT SYSTEM (WHERE ADDITIONAL STRUCTURAL SUPPORT IS REQUIRED) TO SUPPORT ADDED LOADS. GENERAL CONTRACTOR TO CONSTRUCT ADDITIONAL STRUCTURAL SUPPORT SYSTEM AS DESIGNED BY STRUCTURAL ENGINEER. 2" HOLOMETAL FRAME PAINT P12 SOLID CORE WOOD STAIN P14 ODOOR ELEVATION 1/4" = 1' -0" REFERENCE THIS SHEET FOR DOOR & FRAME SCHEDULE REFERENCE SHEET A103 FOR FINISH FLOOR PLAN & SCHEDULE REFERENCE SHEET A101 FOR FURNITURE & EQUIPMENT PLAN ti 49' - 1" +/- VERIFY IN FIELD 11' - 9" PROVIDE BACKING TO MOUNT TV / 111¢ T. � � \\ iioo / EXISTING\ XISTING MEN % WOMEN'S 104 1 'E1 01 . 1.. 14 • / A200 1 EXISTING CORRIDOR FURRED WALL @ EXISTING X- BRACING (ABOVE) - -3' - 8 " - -- 12' REAR SERVICE 16' -10" AREA 8" 2' -7" 3' -0" 1' -6" EXIT CORRIDOR CUSTOMER ARE (ABOVE) WATER FEATURE (ABOVE) HAMMERED RAIL 3' -6" 3' -6" 3' -6" PROVIDE BACKING TO MOUNT TV 3' -6" FURRED WALL @ EXISTING X- BRACING • Adm -�- - -- EXISTING STOREFRONT WINDOW & DOOR TO REMAIN. PANIC HARDWARE SHALL BE PROVIDED IF NOT EXISTING. ENSURE THAT DOOR HARDWARE IS ADA ACCESSIBLE gi 1 City of Tukwila DUILDI NSI N I1 1�� 1 5' -0" 5' -0" 24' - 5" +/- VERIFY IN FIELD FLOOR PLAN SCALE 1 /4" = 1' -0" 2,500 SQUARE FEET w NORTH itratiVg3 'APR Nib fIrrtEkTER MICHAEL Cg AY OND STATE OF WASHINGTON FUN CENTER ° BAJIO ME D ::: o No em -as V IC HAEL RAYV O \ 9, ARC H ITEC T AT FAMILY 0 m Nm m z o ° 32 WEST C ENTER STREET, SUITE 203 ° PROVO, UTAH 84601 l \` l /�\\ 7100 Fun Center Way #14 CHECKED MCR DATE 03/24/2010 SCALE JOB NO. 10 -10 REVISIONS' DATE 8Y 04/20/2010 EXISTING WATER HEATER ABOVE RESTROOMS. PROVIDE SEISMIC STRAP BRACING AS REQUIRED BY CODE. UPGRADE AS NEEDED PROVIDE WALL-HUNG CABINET w /LOCK. SELECTION BY OWNER BUILT IN COUNTER @ 30" A.F.F. //// / / / / / / / / / /A77"I EXISTING WOMEN'S 1 OFFICE EGISTERED 1 MICHAEL C. R M�ND STATE OF WASHINGTON (ABOVE) EXISTING ELECTRICAL PANEL UPGRADE AS NEEDED (ABOVE) 30 "x48" CLEAR FLOOR SPACE TYP LiJ z LEI 0 c 0 0) c 0 0 L11 REF: A102 FS CUSTOMER AREA n (ABOVE) (ABOVE) SPACE FOR DIRTY GARBAGE CAN SIDE DIRTY SIDE z 0 X L�J z LL HAMMERED RAIL 0 CO L.� O 0 0 0 U c L. O O DECORATIVE PLANTS RONT; SERVI( AREA 0 (ABOVE) `n —NT SEE DRAWING NOTE #6 /// ON SHEET A100 /i \ NOT A PART OF \ THIS PROJECT ,' (ABOVE) WATER FEATURE Seattle \B ajioSeattle.rvt 0 0 CO Ln 0 0 O N 0 K: \Drawings20 0:26:54 AM i i i i i i i i i i //// 0 41", 0 et RAYVONID, W Z U 5 O CN LLI (!) LJ LL (/) W w U LLJ CN REVIEWED FOR CODE COMPLIANCE APP a fVED JUN 0 6 2010 City of Tukwila BUILDING DIVI.SInM DRAWN / PFA CHECKED MCR DATE 03/24/2010 SCALE JOB NO. 10 -10 SHEET NO. O EQUIPMENT & FURNITURE PLAN NORTH SCALE 1/4" = 1' -O" SEATING SHOWN FOR 49 RECEIVED APR 2 2 2010 PERMIT CENTER A101 0 • : 4101 IN -fi fu 11 11 H OFFICE EGISTERED 1 MICHAEL C. R M�ND STATE OF WASHINGTON (ABOVE) EXISTING ELECTRICAL PANEL UPGRADE AS NEEDED (ABOVE) 30 "x48" CLEAR FLOOR SPACE TYP LiJ z LEI 0 c 0 0) c 0 0 L11 REF: A102 FS CUSTOMER AREA n (ABOVE) (ABOVE) SPACE FOR DIRTY GARBAGE CAN SIDE DIRTY SIDE z 0 X L�J z LL HAMMERED RAIL 0 CO L.� O 0 0 0 U c L. O O DECORATIVE PLANTS RONT; SERVI( AREA 0 (ABOVE) `n —NT SEE DRAWING NOTE #6 /// ON SHEET A100 /i \ NOT A PART OF \ THIS PROJECT ,' (ABOVE) WATER FEATURE Seattle \B ajioSeattle.rvt 0 0 CO Ln 0 0 O N 0 K: \Drawings20 0:26:54 AM i i i i i i i i i i //// 0 41", 0 et RAYVONID, W Z U 5 O CN LLI (!) LJ LL (/) W w U LLJ CN REVIEWED FOR CODE COMPLIANCE APP a fVED JUN 0 6 2010 City of Tukwila BUILDING DIVI.SInM DRAWN / PFA CHECKED MCR DATE 03/24/2010 SCALE JOB NO. 10 -10 SHEET NO. O EQUIPMENT & FURNITURE PLAN NORTH SCALE 1/4" = 1' -O" SEATING SHOWN FOR 49 RECEIVED APR 2 2 2010 PERMIT CENTER A101 0 K: \Drawings2010 \B ajio Seattle \B ajioSeattle.rvt O c ti EXISTING WATER HEATER ABOVE RESTROOMS UPGRADE AS NEEDED PROVIDE WALL -HUNG CABINET w /LOCK. SELECTION BY OWNER PROVIDE WALL -HUNG CABINET. SELECTION BY OWNER BUILT IN COUNTER @ 30" A.F.F. ii i ii i f i i iiiii i i% iii iii �� 0 • • • • I 18 • • • • n IIM 1.8.181.■ • Ii ;,L;E 1 ■ 31 <v.. 3 ' w . ". I (i • • ■1 ■r;itai isii ■ III .¢;::,<al X18 • ii !;181:: ' I II r • ■! a.,aaii�i.. Ei • MI ::,:: ::, E., (i;i .::�• • OFFICE !STING MEN' (ABOVE) EXISTING ELECTRICAL PANEL UPGRADE AS NEEDED (ABOVE) i I 30 "x48" CLEAR FLOOR SPACE TYP d:3 L11 REF: A102 Ex SS CORNER FD FD GUARDS 1 (ON SHELF 4:1 TYP. ABOVE) (ABOVE) FS HAMMERED RAIL 1 SPACE FOR GARBAGE CAN DIRTY SIDE (ABOVE) DIRTY SIDE /// ///// / /// // / // � / �/ / / � / // / �/ /rte / // / / / ///////)/ DECORATIVE PLANTS (ABOVE) WATER FEATURE (ABOVE) (ABOVE)-4 ' t RUVIJIU I H/ -1I I Ht IVLW VASHINGTON STATE FOOD CODE ?EQUIRES COMMERCIAL ?EFRIGERATION TO HOLD FOOD AT 41 )EGRESS FAHRENHEIT OR BELOW I!! DOWN FROM 45 DEGREES) FOOD SERVICE OPERATION AREA FLOOR: FLOOR COVERINGS, WALLS, WALL COVERINGS, AND CEILINGS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLE \, SO THEY ARE SMOOTH, DURABLE AND EASILY CLEANABLE. \ NOT A PART OF \ THIS PROJECT \ FOOD, FOOD PREPARATION AND FOOD & SERVICE EQUIPMENT STORAGE AREAS ARE PROHIBITED UNDER SEWER LINES THAT 1// ARE NOT SHIELDED TO INTERCEPT POTENTIAL DRIPS. OTHER UTILITIES MAY ( , 1 , 1 1 i – _ _ recommended that ho'wat a for the e strongly hand wash sinks be plumbed of the r the mm e water heater unit from the instant warm type heater a e. hot water using under each sink. HI N WAREWAS G /DISHWASHING SINK COMPARTMENTS SHALL BE LARGE ENOUGH TO ACCOMMODATE IMMERSION OF THE LARGEST EQUIPMENT AND UTENSILS. Food equipment that is certified for san- tation by an American National Standards Institute (ANSI accredited certification program will comply with the food code equipment & utensil material, construction and design requirements. NOT BE UNNECESSARILY EXPOSED OT WATER GENERATION AND SUFFICIENT TO MEET THE PEAK HOT \\ i WATER DEMANDS THROUGHOUT THE �� FOOD ESTABLISHMENT , \ i \ i \- i , \ DISTRIBUTION SYSTEMS SHALL BE \ IVV VI IA L. s., •WIL. ter► LOCKERS OR-OTHER SUITABLE FACILITIES SHALL BE PROVIDED FOR THE ORDERLY STORAGE OF EMPLOYEES' CLOTHING AND OTHER POSSESSIONS. MADE WITHOUT HEALTH DEPARTMENT APPROVAL !II OF FOOD OCCURS'\ \ OVERNIGHT COOKING REQUIRED TO \\ IF O N DOCUM ENT FINAL COOKING .f EITHER \\ in_�'IJAALGCWII_I_ Rte_ THEN T THE TIO \ pOCUMRpTURE• (VERIFICATION DEVICE.) .. cA /NtsVAKUJ, "UItNJICHACKS, OR JI TEMPERATURE. OR R \ !BEES LARGE ENOUGH TO. /� n \ ;COMMODATE ALL SOILED AND CLEANED APPRpyE�\ EMS SHALL BE PROVIDED FOR Bi7HJECT ,� ORDIIV :CESSARY UTENSIL HOLDING ...BEFORE CE .EANING AND AFTER SANITIZING. HOT WA1 ER GENERATION AND DISTRIBUTION SYSTEMS SHALL BE SUFFICIENT TO MEET THE PEAK HOT WATER DEMANDS THROUGHOUT THE FOOD ESTABLISHMENT. APR 12 2010 \\\\ Health- Seattle \\ By i i -)Ep ENrAL 91-IC HeALTH (2) EQUIPMENT & FURNITURE PLAN •0 SCALE 1/4" = 1' -0" SEATING SHOWN FOR 49 w NORTH A PRE-OPENING INSPECTION BY THE KING COUNTY HEALTH DEPARTME REQUIRED PRIOR TO OPERATION OPUC LA SET IS REQUIRED THAT INSPECTION I DURING Applicant Copy 4920 REGISTERED ARCHITECT MICHAEL C. RAYMOND STATE OF WASHINGTON z 0 X LLJ 2E 0 LIJ z LLJ 0 z LL_ LL D 0 w z U N uJ O O0 CC W F— zQ LLJ >O U � IZ F- (/) DRAWN CHECKED DATE 03/17/2010 SCALE JOB NO. 10 -10 SHEET NO. A 1 0 1 K:\ Drawings2010\ Bajio Seattle\ BajioSeattle.rvt n. • CO N O LO 0 0 N N M 0 GISTERED HI MICHAEL C. RA4'MOND STATE OF WASHINGTON RAYM ON D FUN CENTER Washington N M DRAWN 1 PFA CHECKED MCR DATE 03/24/2010 SCALE JOB NO. 10 -10 SHEET NO. A101a FURNITURE & EQUIPMENT SCHEDULE FURNITURE & EQUIPMENT SCHEDULE (CONTINUED) VENDOR CONTACTS ITEM NO ITEM QTY MANUFACT. DESCRIPTION GAS HOT H2O COLD H2O FILTERED H2O VENT WASTE INDIRECT WASTE VOLTAGE/ PHASE AMPS NEMA PLUG SUPPLIED BY ORDERED BY INSTALLED BY ITEM NO ITEM QTY MANUFACT. DESCRIPTION GAS HOT H2O COLD H2O FILTERED H2O VENT WASTE INDIRECT WASTE VOLTAGE/ PHASE AMPS NEMA PLUG SUPPLIED BY ORDERED BY INSTALLED BY COMMERCIAL KITCHEN SUPPLY KEITH E 1377 WESST T 7 75 5 NORTH CENTERVILLE, UT 84014 PHONE: 801- 292 -1611, EXT. 101 FAX: 801 - 292 -9797 WASATCH ARTISAN WOODWORKS 1 FRYER 1 DEAN MODEL: SR52; 50 LB. w /SIDE SHIELDS & CASTERS 3/4" NPT CKS BAJIO NATIONAL . G.C. 70 TOILET PAPER HOLDER DBL. ROLL _ BOBRICK (OR EQUAL) ODEL: B -2746 OR EQUAL SYSCO G.C. G.C. NOTE 14 2 HOT TABLE 6 WELL 1 VOLLRATH MODEL: 3640950 DROP -IN w /FILLING FAUCET 3/8" 1 1/2" 1 1/2" 208V 1P1-1 18A 6 -30P CKS BAJIO NATIONAL NOTE 1 71 FOOD PROCESSOR 1 GLOBE MODEL: GFP500; 1/2 HP, PROVIDE ACCESSORY W10 -5 115V/60 1PH 2.8A 5 -15P CKS BAJIO NATIONAL NOTE 1 3 ICE BIN 1 - CKS BAJIO NATIONAL NOTE 1 72 LG. HAND HELD MIXER 1 ROBOT COUPE MODEL: MP 450; 650W 120V/60 1PH 5.6A 5 -15P CKS BAJIO NATIONAL NOTE 1 gj WOOD PROVO, OVO, NORTH DRAPER LANE PHONE: 0 377-0 PHONE: 801 - 377 -0496 VILLA LIGHTING SUPPLY 4 CHARBROILER & S.S. STAND w /CASTERS 1 AMERICAN RANGE MODEL: ARRB -48; 120,000 BTU; NOTE #5; STAND MODEL: EAGLE T3048GS 3/4" NPT CKS BAJIO NATIONAL NOTE 1 73 SM. HAND HELD MIXER 1 WARING COMMERCIAL MODEL: WSB33 QUIK STIK IMMERSION BLENDER; 100 W 120V/60 1PH 5 -15P CKS BAJIO NATIONAL NOTE 1 5 6 BURNER RANGE w/ STD. OVEN & CASTERS 2 AMERICAN RANGE MODEL AR -6; 227,000 BTU, NOTE #5 (1 ") 3/4" NPT CKS BAJIO NATIONAL NOTE 1 74 BEVERAGE CENTER 1 MILLWORK MILLWORK BAJIO NATIONAL G.C. NOTE 1 6 CHEESE MELTER /BROILER 1 AMERICAN RANGE MODEL: ARCM -60; 55,000 BTU 3/4" NPT CKS BAJIO NATIONAL NOTE 1,14 75 WATER FILTER 1 CUNO MODEL: SW3 -PLUS; MOUNT ON WALL (NOTE 6) 1/2" NPT COKE G.C. G.C. (REF: SHEET A102) USA TELDATA 7 TORTILLA WARMER 1 VULCAN MODEL: HEG48D GRIDDLE, 21.6 kW; STAND MODEL: EAGLE T3048GS 208V/60 3PH 68•7A CKS BAJIO NATIONAL NOTE 1 76 SPLASH GUARD 2 BRADLEY (OR EQUAL) MODEL: #5; 18" DEEP, w/WALL MOUNTED S.S. GSA BRACKET G.C. G.C. G.C. NOTE 14 8 FOOD STEAMER w/ CUSTOM S.S. STAND 1 ACCUTEMP MODEL: 208D12 -000, 12kW 208V 3PH 33.91A 15 -50P CKS BAJIO NATIONAL NOTE 1 77 DECORATIVE MIRROR - TO BE SELECTED BY OWNER G.C. G.C. G.C. BRYAN NASH MOBILE: 801 - 918 -0755 PHONE: 801 -484 -0155 bryan @usateldata.com CONTRACT FURNITURE COMPANY 8a HOT FOOD BOX 1 CKS BAJIO NATIONAL NOTE 1 78 MARIACHI MUSICIAN 1 BAJIO METAL STATUE BOLT TO FLOOR BAJIO BAJIO NATIONAL G.C. NOTE 12 9 CHIP WARMER 3 DRAWER () 1 APW WYOTT APW HDD -3, 1350 W 120V 11.3A 5 -15P CKS BAJIO NATIONAL NOTE 1 79 HAND DRYER 2 EXCEL XLERATOR MODEL XL -GR 60Hz 7A SYSCO G.C. NOTE 14 10 REFRIG. PREP TABLE 1 TRUE 24 TSSU 60 24M B -ST; 1/3 HP, 4 PAN 115V/60 7.8A 5-15P CKS NATIONAL NOTE 1 80 BABY CHANGING STATION 1 KOALA KARE IN6DTALL PER MANUF. INSTRUCTIONS CKS BAJIO NATIONAL NOTE 1, 14 PROFESSIONAL GRADE FURNITURE 1874 SOUTH PACIFIC COAST HWY #377 REDONDO BEACH, CA 90277 PHONE: 310- 544 -2382 FAX: 310- 544 -2387 www.ContractFurniture.com SIGN GUYS 11 REFRIG. PREP TABLE - TRUE MODEL: TSSU- 27- 12M -B, 1/5 HP, 12 PAN 115V/60 1PH 4.9A 5 -15P CKS BAJIO NATIONAL NOTE 1 81 DRINKS COOLER 1 TRUE MODEL GDM -26 w /CocaCola LOGO 120V/60 1 PH 7.2A 5 -15P COKE G.C. COKE 12 REACH -IN FREEZER 1 TRUE MODEL: T -23F 115V/60 1PH 10.4A 5 -15P CKS BAJIO NATIONAL NOTE 1 13 WALK -IN COOLER BOX 1 KOOL STAR COVED BASER FLASHING, (2) LIGHTS CKS NATIONAL G.C. NOTES WALK -IN COOLER CONDENSING UNIT 1 KOOL STAR C.U. MODEL: MHHX0151B; 1.5 H.P. COMPRESSOR MODEL: CR18KQ -PFV 208V 1PH CKS BAJIO NATIONAL G.C. 1. EQUIPMENT RECEIVED AND SET IN PLACE BY CKS, IF HIRED TO INSTALL. FINAL CONNECTIONS BY PLUMBER AND ELECTRICIAN. 2. RESTROOM FIXTURES AND ACCESSORIES BY GENERAL CONTRACTOR. 3. EQUIPMENT CORD AND PLUG SPECIFICATIONS - FIELD VERIFY BY GENERAL CONTRACTOR. 4. NOT ALL EQUIPMENT IN SCHEDULE MAY BE USED. 5. PROVIDE DORMONT GAS CONNECTOR: BASIC KIT, 3/4 ", 48" LENGTH - 1675BPQR48. 6. WATER FILTRATION SYSTEM IS REQUIRED IN ALL STORES THAT DISPENSE BEVERAGES. 1/2" INCOMING WATER LINE FEED WITH 1/2" BALL VALVE SHUTOFF. MINIMUM 110V, 20A DEDICATED ELECTRICAL SERVICE TO SUPPORT CARBONATOR AND WATER BOOSTER. CONFIRM WITH MANUFACTURER. 7. ATTACH S.S. BACKSPLASH TO WALL WITH S.S. SCREWS INTO METAL STUDS, SEAL WITH CONTINUOUS BEAD OF NSF APPROVED CLEAR SILICONE. 8. MOUNT TABLE LEGS SUCH THAT CLEAR FLOOR AREA OF 30" IS PROVIDED TO MEET ACCESSIBILITY GUIDELINES. 9. BUILDING SIGNAGE TO BE PERMITTED UNDER SEPARATE CONTRACT. COORDINATE QUANTITY, SIZE & FINAL LOCATION OF BUILDING SIGNS w /SIGNAGE PERMIT. 10. G.C. TO INSTALL METAL MOUNTING FLANGE PROVIDED BY CKS ON TOP OF SODA MACHINE & SET ICE MACHINE ON FLANGE. 11. ATTACH WALL SHELVING w /ANCHORS INTO METAL STUDS OR PROVIDE SOLID BLOCKING; MOUNT @ 5' -0" A.F.F.; 6' -8" A.F.F. IF OVER WIRE SHELVING, U.N.O. 12. ANCHOR MARIACHI FIGURE TO FLOOR w /(2) 3/8 "� DIA. x 3 3/4" LONG EXPANSION ANCHORS (1) IN EACH FOOT OF STATUE. 13. ANCHOR BAR HEIGHT TABLE BASES TO FLOOR w /(4) 3/8" DIA. x 3 3/4" LONG EXPANSION ANCHORS, TYPICAL. 14. PROVIDE SOLID BLOCKING IN WALL FOR ALL WALL -HUNG EQUIPMENT. 15. CONTACT BRYAN NASH AT USA TELDATA FOR INSTALLATION INSTRUCTIONS FOR POS AND COMMUNICATION CABINET. 16. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS PREPARED BY THE EXHAUST HOOD MANUFACTURER. MECHANICAL ENGINEER /CONTRACTOR SHALL PROVIDE DESIGN FOR ONE HOUR RATED EXHAUST HOOD SHAFT THROUGH ROOF. HOOD PROVIDED AND INSTALLED BY KITCHEN EQUIPMENT MANUFACTURER. STAINLESS STEEL DUCT ABOVE HOOD TO ROOF - PROVIDED AND INSTALLED BY HVAC CONTRACTOR. ROOF MOUNT EXHAUST FAN - PROVIDED AND INSTALLED BY HVAC CONTRACTOR. FIRE RATED SHAFT INSTALLED AROUND STAINLESS STEEL DUCT - BY GENERAL CONTRACTOR. FINAL HOOK UP OF HOOD AND EXHAUST FAN BY ELECTRICAL CONTRACTOR. ALARM SYSTEM IN HOOD - PROVIDED BY KITCHEN SUPPLIER, FINAL HOOK UP BY ELECTRICAL CONTRACTOR. ETHAN MOON PHONE: 801 - 368 -6355 ethan @thesignguys.org WALK -IN COOLER EVAPORATOR COIL 1 KOOL STAR MODEL: E1HX0130A; REQUIRES CU CONDENSATE DRAIN 115V/60 1PH CKS BAJIO NATIONAL G.C. 14 POT FILLER (OPTIONAL) - T & S MODEL: B -0600 1/2" PLUMBER CKS = COMMERCIAL KITCHEN SUPPLY ELEC. = ELECTRICAL CONTRACTOR BAJIO = FRANCHISER G.C. = GENERAL CONTRACTOR MILLWORK = WASATCH ARTISAN WOODWORKS V = VARIES MILLWORK = MILLWORK CONTRACTOR CFC = CONTRACT FURNITURE COMPANY 15 2 COMPARTMENT VEGGIE SINK w /FAUCET 1 EAGLE MODEL: 412- 16 -2 -18, FAUCET KROWNE 14 -182 1/2" 1/2" 1 1/2" 1 1/2" CKS BAJIO NATIONAL PLUMBER NOTE 7 16 3 COMPART. SINK w /(2) FAUCETS, PRE RINSE 1 EAGLE MODEL: 414- 18 -3 -18; 24x18 BOWLS, FAUCET: KROWNE 17- 108W/21 -141 (2)1/2" (2)1/2" 1 1/2" 1 1/2" CKS BAJIO NATIONAL PLUMBER NOTE 7 17 TYPE I EXHAUST HOOD w /PSP MAKE -UP AIR 1 CAPTIVE AIRE REF. CA SHEETS CKS BAJIO NATIONAL G.C. NOTE 16 18 S.S. WIRE SHELVING V INTERMETRO SUPER ERECTA SHELF; SIZE & QUANTITIES BY ORDERER CKS BAJIO NATIONAL NOTE 1 19 REFRIGERATED PREP TABLE (OPTIONAL) _ TRUE MODEL: TSSU- 48- 18M -B; 1/3 HP, 18 PAN 115V/60 1PH 8.6A 5 -15P CKS BAJIO NATIONAL NOTE 1 20 S.S. PREP TABLE 2 EAGLE MODEL: (2) T3048B, (1) T3024B & (1) T3030B w /DRAWERS 50072 CKS BAJIO NATIONAL NOTE 1 21 S.S. WALL SHELVING V INTROMETRO (OR EQUAL) CKS BAJIO NATIONAL NOTE 1, 11 22 P.O.S. SYSTEM 1 5 -15P TELDATA BAJIO NATIONAL G.C. NOTE 15 23 MOP SINK 1 STERN WILLIAMS SERVICEPTORSB- 80024x24x12 w /FAUCET T- 10 -VB, T -35, T-40, BP 3/4" 3/4" 2" 3" PLUMBER PLUMBER PLUMBER 24 DRYING RACK - COORDINATE SELECTION w /OWNER G.C. G.C. G.C., NOTE 11 25 WATER HEATER - REF: PLUMBING PLUMBER G.C. PLUMBER 26 MILLWORK CABINETS V BAJIO BAJIO NATIONAL G.C. 27 CIRCULAR, BAR HEIGHT DINING TABLES (30" DIA.) 4 USE BASE MODEL #4416 -3LS BAJIO BAJIO NATIONAL NOTE 1, 13 28 CIRCULAR DINING TABLES (42" DIA.) 1 USE BASE MODEL #CI-30R-4LS BAJIO BAJIO NATIONAL NOTE 1 29 OUTDOOR DINING TABLES (32 "x32 ") - EMU CAMBI DINING TABLE #801 CFC G.C. G.C. 29a OUTDOOR DINING TABLE (ADA) - CFC G.C. G.C., NOTE 8 . r� R VIE \NED FOR CODE COMPLIANCE �� JUN 0 2Q1 BUILDING D City of Tukwila DIVISION' RECEIVED APR 2 2 2010 to I 0 0111300 1 0 8 PERMIT CENTER 30 DINING TABLE (27 "x27 ") 4 USE BASE MODEL #CI -22-44 PC BAJIO BAJIO NOTE 1 31 OUTDOOR DINING CHAIR - EMU SEGNO ARM CHAIR #268 CFC G.C. G.C. 32 DINING TABLE (36 "x36 ") 4 USE BASE MODEL #CI -30 -4 PC BAJIO BAJIO NOTE 1 33 DINING CHAIR 37 BAJIO BAJIO NOTE 1 34 BAR HEIGHT DINING CHAIR 12 BAJIO BAJIO NOTE 1 35 ADA DINING TABLE (33 "x46 ") 2 USE (2) BASE MODEL #1502-2LS PC 30" MIN. CLEAR BETWEEN BAJIO BAJIO NOTE 1, 8 36 TRASH RECEPTACLE (DOUBLE) 1 MILLWORK BAJIO NATIONAL NOTE 1 37 WALL ART 48 "x72" 2 BAJIO BAJIO G.C. 38 DISHWASHER w /CONDENSATE HOOD (OPTIONAL) 1 PURITAN MODEL: PA -1, 68 GPH, 2/4 HP WASH PUMP, 140 DEG RECMND. 3/4" 1 1/2" 2" 115V/60 1PH 12.OA OWNER OWNER G.C. 39 MENU BOARD 1 BAJIO BAJIO G.C. 40 FRONT COUNTER 1 MILLWORK MILLWORK BAJIO NATIONAL G.C. 41 S.S. HAND SINK 3 KROWNE MODEL: HS -5; WALL MOUNTED w/H -107 TWO SIDE SPLASHES 1/2" 1/2" 1 1/2" CKS BAJIO NATIONAL PLUMBER NOTE 14 42 SOAP DISPENSER 5 FOOD VENDOR G.C. G.C. NOTE 14 43 PAPER TOWEL DISPENSER 3 FOOD VENDOR G C G.C. NOTE 14 44 FIRE EXTINGUISHER TYPE K 1 BADGER (OR EQUAL) MODEL: WC -250 BADGER (OR EQUAL) G.C. G.C. NOTE 14 45 FIRE EXTINGUISHER TYPE ABC 1 BADGER (OR EQUAL) MODEL: 10 -MB 8H BADGER (OR EQUAL) G C G.C. NOTE 14 46 S.S. WALL CLADDING V • ON WALL BELOW HOOD; REF: A300 FOR SIZE G.C. G.C. G.C. 47 NEON SIGN "MEXICAN FOOD" 1 LOCATE IN WINDOW; PROVIDE RECEPTACLE ABOVE WINDOW SIGN GUYS BAJIO NATIONAL G.C. 48 EXTERIOR BUILDING SIGN 1 (1) DEDICATED 20A CIRCUIT PER SIGN; FIELD VERIFY LOCATION 120v 12.55A SIGN GUYS BAJIO NATIONAL G.C. NOTE 9 49 NEON SIGN "OPEN" 1 LOCATE IN WINDOW; PROVIDE RECEPTACLE ABOVE WINDOW SIGN GUYS BAJIO NATIONAL G.C. 50 SODA FOUNTAIN MACHINE 1 CORNELIUS ENDURO250 1/2" 3/4" CocaCola G.C. NOTE la NOTE 10 51 SODA BAG -IN -BOX RACK 1 CocaCola 1/2" CocaCola G.C. CocaCola 52 ICE MACHINE 1 FOLLETT HORIZON CHEWBLET HCC1000AHT; LOCATE ON SODA FOUNTAIN TOP 3/8" 3/4" MPT 208V/60 1PH 120V/117V 60Hz 1PH 11A 6 -15P CKS BAJIO NATIONAL NOTE 1, 10 53 MUSIC SYSTEM 1 SPEAKER CLR TO MATCH CEILING CLR ENCOMPASS LE/PASO DMA 2060 4/3.45A 5 -15P G.C. G.C. 54 TREE POTS 2 BAJIO BAJIO NATIONAL G.0 55 COMMUNICATIONS CABINET 1 MOUNT RECESSED w /BOTTOM OF CABINET @ 42" A.F.F. TELDATA G.C. G.C. NOTE 15 56 POT RACK 1 STAINED; SUSPENDED BY ANTIQUED CHAIN BAJIO NATIONAL BAJIO NATIONAL G.C. 57 BULK CO2 TANK 1 NUCO2 LOCATE ABOVE WALK -IN COOLER UNLESS SHOWN OTHERWISE NUCO2 G.C. G.C. 58 BARREL 2 BAJIO BAJIO NATIONAL G.C. 59 MICROWAVE 2 AMANA MODEL: HDC12A, 1200W; ON SHELF ABOVE PREP TABLE 120V/60 1PH 16.8A 5 -20P CKS BAJIO NOTE 1 60 WALL POTS 2 BAJIO BAJIO NATIONAL G.C. NOTE 14 61 GRAB BAR 18" MOUNTED VERTICAL _ BOBRICK (OR EQUAL) MODEL: B6806.99, 1 1/2" DIA. x 18 "; CONCEALED MNT; PEENED G.C. G.C. G.C. NOTE 14 62 DROP SAFE 1 CSS MODEL: CS2820 CKS BAJIO NATIONAL G.C. 6 3 STACKED WASHER /DRYER 1 64 PLANTS 5 G.C. G.C. G.C. PROVIDE 48" HIGH S.S. CORNER GUARDS AT ALL OUTSIDE CORNERS; FULL END WRAP GUARDS AT ALL END OF WALL CONDITIONS, TYPICAL ALL SERVICE AREAS, 65 HOT TABLE 3 WELL (OPTIONAL) - VOLLRATH MODEL: 38103; 2100W 120V 17.5A 5 -30P CKS BAJIO NATIONAL NOTE 1 66 CAN RACK FOR #10 CANS 1 NEW AGE INDUSTRIAL MODEL: 1250 CKS BAJI0 NATIONAL NOTE 1 67 WALL ART 72 "x48" 1 BAJIO BAJIO NATIONAL NOTE 1 68 GRAB BAR 36" - BOBRICK (OR EQUAL) MODEL: B6806.99, 1 1/2" DIA. x 36 "; CONCEALED MNT; PEENED G.C. G.C. G.C. NOTE 14 69 GRAB BAR 48" - BOBRICK (OR EQUAL) MODEL: B6806.99, 1 1/2" DIA. x 48"; CONCEALED MNT; PEENED G.C. G.C. G.C. NOTE 14 GISTERED HI MICHAEL C. RA4'MOND STATE OF WASHINGTON RAYM ON D FUN CENTER Washington N M DRAWN 1 PFA CHECKED MCR DATE 03/24/2010 SCALE JOB NO. 10 -10 SHEET NO. A101a 0 0 0 CO N 1 0 U) V) 0 0 CO LC) 0 0 O N 0 0 (\I 0 0 10:27:38 AM 0 0 N N 0 04/20/2010 n Z\ , \ LIGHT FIXTURE SCHEDULE REMARKS MOUNTING VOLTS LAMPS CATALOG NUMBER MANUFACTURER DESCRIPTION QUANTITY TYPE NO. NOTES TYPE SYMBOL 2x4 RECESSED e RECESSED 120 F32T8 /XUSP35/WM /ECO #48522 3 MX- 201:18-332A UNV AD IOP3P32SC U METALUX L1 • 11 GE 72 VA ///////////////*/// / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// ////////////i%� 1x4 FLUORESCENT VAPORTIGHT FLUORESCENT / O O �L / �/— � / / / � / / I / / / Ir;� r / / / / / / i GYP BD O CEILING C5 % r / GYP BD CEILING C5 V ix /1, OPEN TO STRUCTURE ABOVE COOLER SURFACE 120 F32T8 /XUSP35/WM /ECO 2 VT2- 2- 32- DR- UNV- EB81 -WL METALUX L1A #46E 2 • — 1 C � O ? ¢ n + I ` Li • Li • 48 VA L6 g L4 L4 6" COMPACT FLUORESCENT DOWNLIGHT RECESSED 120 F32TBX/835 /A/ECO 1 PL642EU /239 -WH JUNO L2 0 10' - 0" C6 #97631 PROVIDE CLEAR ALZAK LENS 12 GE 36 VA ., ,4A A200 LOW VOLTAGE TRACK HEAD %. / TRACK MOUNT 120 Q35MR16 /C /SP20 /10PK 1 T442BUT538BL JUNO L3 ` #00256 PROVIDE SHATTERPROOF LENS WHEN USED OVER FOOD NOTE 1 11 GE 35 VA L7 L4 L4 L12 3 Li • Li • MONO POINT TRACK HEAD MOUNT ON J-BOX 10, -0" 0.C. PENDANT 120 45PAR3OHIR /FL25XL 1 R532BL/T4OBL JUNO L4 E / 6 10,-0" A.F.F. #41547 POINT ALL LAMPS ABOVE TABLES DOWN GYP BD CEILING NOTE 2 19 GE 45 VA C5 L5 OL12 L5 . L1 • MONO POINT TRACK HEAD MOUNT ON J -BOX , PENDANT 2 1 0 45PAR3OHIR /FL25XL 1 R532BL/T40BL JUNO L4A �, ■ • � �� 10,-0" A.F.F. #41547 AIM FIXTURES AT GRAPHICS, SIGNAGE, MENU BOARDS, TALAVERA AND BEVERAGE AREA / I NOTE 2 12 GE ;V4Alk Ak. ∎ / / . 45 VA 6 10 - 0 0 SUSPENDED LIGHT FIXTURE "A" L12_ PENDANT 120 FLE2OHT3/2/827 1 FIXTURE BY OWNER L5 L6 L4A L4A L4 E / , #15834 MOUNTING HEIGHT VARIES; REFERENCE LIGHTING GENERAL NOTES E & F A200 •L1 •L1 2 GE L11 L4 E L4 ��,� 23 VA SUSPENDED LIGHT FIXTURE "B" L4 d\ L8 1 6 PENDANT 120 FLE2OHT3/2/827 1 FIXTURE BY OWNER L6 o L2 1� L6 A2'p 1 A;00 #15834 MOUNTING HEIGHT VARIES; REFERENCE LIGHTING GENERAL NOTES E & F ` 8 GE al 23 VA ' • SUSPENDED LIGHT FIXTURE "C" L2 � L12 •L1 10 - 0 � C6 L7 ,. L4A •L1 L8 ,;.,�, —�/ PENDANT 120 FLE2OHT3/2/827 1 FIXTURE BY OWNER L7 � LR #15834 MOUNTING HEIGHT VARIES; REFERENCE LIGHTING GENERAL NOTES E & F 6 GE E ' 1 O 0 � . /////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / //� 23 VA ` f', \` ��\ i' /i \\/1 EXIT & EMERGENCY LIGHTING COMBO L4 A200 • • , L12 WALL 120 6V 5.4W 2 VEX- U- P- WB- WH -EL27M EXITRONIX L8 4 . *40 MOUNT ON WALL @ 12' -0" A.F.F. (ABOVE TALAVERA) UNLESS NOTED OTHERWISE 10' -0" • 3 L6 C6 0 / \ / \\ i/ i ` � \ \\\ 4 , z T 7- 13 VA REMOTE EXIT & EMERGENCY LIGHT WALL 120 6V 5.4W / 6V 6W 2 W/ TR -R -BR EXITRONIX LR L3dj PROVIDE REMOTE HEAD ON EXTERIOR OF BUILDING ABOVE EACH ENTRANCE/EXIT DOOR 2 1 .►i IA / //i' �\ / i i' \ /' i ' i 4' FLUORESCENT UP /DOWN WALL LIGHT (C.F.C.I.) L4 •�� L3 L3 0 .I 7'-0" A.F.F. U.N.O. WALL 120 F32T8 /XUSP35/WM /ECO 2 MP65 232 OCT ASW ELB UNI MERCURY L9 L4 L4A #48522 NOTE 3 p GE L7 EXPOSED STRUCTURE PAINT P13 V -: C7 L4A 48 VA L2 0 STAINLESS STEEL EXHAUST HOOD REF: CAPTIVE AIRE DRAWINGS / \ / \\ / \\ /i' \ / \ NOT A PART OF 41 `. I,1 I RED LED EXIT SIGN w /90 MINUTE BATTERY BACKUP 7' -0" A.F.F. U.N.O. WALL 120/277 RED LED 6 VEX- U- P -WB -WH EXITRONIX L10 0 wan 12 VA L3 L34il'I I L2 2 A200 / / / / \ �,' THIS PROJECT / \\ ,/ \ i \ i' i / \\ RED LED EXIT SIGN w /90 MINUTE BATTERY BACKUP CENTER OF J -BOX @ 8' -g" A.F.F. U.N.O. WALL 120 FLE2OHT3/2/827 1 P5704 -30 PROGRESS Li 1 L4A L4 #15834 SURFACE MOUNT WITH SHROUD AT WALL MOUNT LOCATIONS; SHROUD OWNER FURNISHED, (OWNER CONTRACTOR INSTALLED) ,i 1 GE 23 VA c�', 111 / / L �� % / /i / \ /� • �, ,' / \/ /\ EMERGENCY LIGHT WALL 120/277 6V 5.4W HALOGEN 2 LL5OH EXITRONIX I / ∎� MOUNT ON CEILING IN BACKROOM WHERE SHOWN; a r. L6 L4 MOUNT ON WALL @ 12' -0" A.F.F. (CUSTOMER AREA), L12 L3 L3 OA 13 VA 7 9' -0" A.F.F. (SERVICE AREAS) U.N.O. NOTES L2 0 1 �\ L4 , %4 L4A 'r 1. PROVIDE JUNO TRACK #T4BL, T8BL, T34BL & T23BL. „ 2. MOUNT FIXTURE TO OUTLET BOX IN CEILING, PAINT BLACK; REF. PLAN 1 -A102 FOR MOUNTING HEIGHTS OTHEN THAN 10 -0 3, LAVATORY VENTILATION PROVIDED BY GENERAL CONTRACTOR; REF: MECHANICAL. L2 0 1 \\ 1/ \\ \ i' i '5•' :` �� j i i L7 SUSPENDED POT RACK,/ \ LIGHTING GENERAL NOTES OF EGRESS ILLUMINATION L12 j / / / / / NOTE G. POSITION / HANGING POTS THAT THEY DO NOT H'' \\\ INTERFERE WITH / LIGHTING. /1 `\ , ' � � b �� / [Craw \\\ /' �� 1 / �� /,' \\ A. ALL LIGHTING TO BE ORDERED BY OWNER THROUGH VILLA LIGHTING SUPPLY; TOM RIST 1218 SOUTH VANDEVENTER AVENUE SAINT LOUIS, MO 63110 PHONE (314) 633 -0451, FAX (314) 633 -0451 CONTACT BAJIO COORDINATOR @ 801 - 655 -5040 X 2230 FOR ORDER COORDINATION. OWNER TO PROVIDE LIGHTING, CONTRACTOR TO INSTALL AS SPECIFIED. C. FIELD VERIFY LOCATION OF LIGHT FIXTURES w /OWNER PRIOR TO INSTALLATION D. VERIFY LOCATIONS OF ARTWORK AND WALL HANGINGS WITH OWNER PRIOR TO INSTALLATION OF TRACK LIGHTS E. DECORATIVE CHANDELIERS; MOUNT BOTTOM OF L5 @ 7 -0 A.F.F., L6 @ 7 -4 , L7 @ 6 -8 " " A.F.F. MOUNT FIXTURES TO STRUCTURE WITH CHAIN SUPPLIED BY WASATCH ARTISAN WOODWORK, WEAVE CORD THROUGH CHAIN F. SPACE SUSPENDED LIGHT FIXTURES SO THAT THE SIGHT LINE FROM THE MAIN DOOR DOESN'T LINE FIXTURES UP, AS MUCH AS POSSIBLE - RANDOM PATTERN G. BOTTOM OF SUSPENDED POT RACK @ 8' -5" A.F.F. PROVIDE J -BOX ON RACK FOR TRACK LIGHTS. PAINT TO MATCH POT RACK REFERENCE SHEET A103 FOR CEILING FINISHES IBC 1006.1 Illumination urination required. The means of egress, including the exit discharge shall be illuminated at all times the building space serveld by the ` ►;i,1: L4A L4 L6 ; ►:�; -/ L4A _ means of egress is occupied. . IBC 1006.2 Illumination level. The means of egress illumination level shall not be less than t•; L4 L4 REFERENCE FIRE PROTECTION SHOP DRAWINGS FOR SPRINKLER HEAD LOCATIONS; SEE ALSl GENERAL NOTE #10 ON SHE G000. FIRE PROTECTION SYSTEM SHALL COMPLY WIT �� NFPA 13 REQUIREMENTS. 1 foot - candle at the walking level. IBC 1006.3 Illumination emergency power. a The power supply for means of egress illumina ion shall r` normally be provided by the premises' electrical sup Iy. s;;` In the event of power supply failure, an emergency electrical system shall automatically illuminate the following a as: 1. Aisles and unenclosed stairways of rooms tha require two or more means of egress. i L7 L6 / / �� REVIEWED F`OR COMPLIANCE CODE C MP V 2. Corridors, exit enclosures and exit passagewa s.. 3. Exterior egress components... 4. Interior L4 L6 ,; ,4 L4A 11 APPROVED \\ ' , \\\ /. exit discharge elements... � - 5—Exterior- landings. -, :for -exit discharge doorways L4 ::i= �' JUN 0 6 2010 /1 /' g '�■' \\ ,' �� ot Tukwila \\\ i DlvI�I/1� �\\ LIGHT IN COOLER SUPPLIED . BY COOLER MFG. ,. ' L4A ;� L7 L8 • I �_ % BUILDING LJ �1 ,.' • so/ _�_ • \ — • LR w REFLE TED CEILING PLAN RECEIVED NORTH APR 22 2010 SCALE 1 /4" = 1' -O" E PERMIT CENTER 04/20/2010 n Z\ , \ 4920 GISTERED �fi�'Qy�iO 1 0 MCI-Mk C. R YMOND STATE OF WASHINGTON CZ Z U LiJ 0 n C) CN W W LiJ tY (/) W z LLI U F- W e DRAWN PFA CHECKED MCR DATE 03/24/2010 SCALE JOB NO. 10 -10 O m LC) O O O N 0 O N (1) 0 0 0 O 0 O O N 0 N 0 I- REVISIONS Surface Preparation ■m . \t� Guide' for Protective ® =r' Sealers Stains L. M. SCOFIELD COMPANY MMIUFACTURER& MARKETER OF BUILDING SPECIALTIES SINCE 1915 Proper protective gear and safety neutralize acid and completely • DIAMOND GRINDING -Using a 6533 BANDINI BLVD. •LOS ANGELES, CALIFORNIA 90040 4155 SCOFIELD ROAD L. DOUOLASVILLE, CEORCIA301344 equipment as recommended by the remove all soluble salts, weakened grinding machine and no finer than a cm+° esa, dwarehoumsnationw ideandinter„atlonaly. acid supplier must be worn. Pre -wet cement paste and other debris prior 50 grit metal bond diamond, grind the r EXISTING EXISTING MEN'S /OMEN'S / / / // / //� / / A and Inquiries: (800) 800 -9900 the floor with water and generously to sealing the surface will cause floor. If needed, water can be used to Los Angeles, CA: (323)720 -3000 Fox (323) apply appearance P 720 -3030 Atlanta, GA: (770) 920 -6000 Fax (770) 920 -6060 - a I the acid solution. Scrub the a earance defects, adhesion loss facilitate the process or minimize GUIDE G- 0D7.03 www.scurieIJ.curn acid solution into the floor using a or peeling, reduced durability, and dust. Once the floor has no shine with 104 • 103 C ////////// ;////////////'/////////////////////////////////////////////////////'' a z low -speed floor machine equipped possible bonding failure and delami- a uniform appearance, follow up with Refer to www.eoonerd.com for the most recent Scofield Tech -Date Bulletins with a grit brush. Neutralize the sur- nation of the sealer. If the surface has a detergent cleaning, then rinse sev- 1. Purpose: This guide describes 3. Objectives and Requirements: removal of SCOFIELD® Select- face with a solution of 1 pound of a shine or does not have a uniform oral times with fresh water and wet methods for testing and preparing Proper surface preparation is essen- seal-Wm, use a commercial stripper household baking soda in 5 gallons appearance, additional acid etching vacuum each time until all loose a concrete surface prior to apply- tial to successfully seal concrete formulated for urethane sealer re- of water and apply until the fizzing is required. CSP 1 material is removed. CSP 1 -2 ing a protective sealer or chemical surfaces. The following factors must moval following the manufacturer's stops. Remove the debris and neu- stain. Items covered include all be evaluated in order to achieve instructions and safety requirements. tralized acid residue using a wet vac- • CHEMICAL STAIN REMOVAL -When • SANDBLASTING -Using a blasting strength verification, cleaning, maximum results and longevity. For removal of SCOFIELD® Select- uum. Rinse and scrub several times LITHOCHHOME ®Chemstainrm Clas- media that is suitable for the concrete removal of unsound concrete or seal -STM use mechanical means with fresh water using a low -speed sic is used to stain a concrete surface substrate, remove all contaminants v ��////////////////'//////// / / /� / / � �� / / / / — � I \ WALK -IN COOLER ,� LE/ � / / / / / / — — ��W22I• — — 1 I 1 I 0 / / O % / `rtr I I — • I • OFFICE �� In '�`I� I I / / O / / W20 ABOVE COOLER 106 :), SUBSTRATE CONDITION CO foreign material, creating the cor- such as shot-blasting. floor machine equipped with a grit complete neutralization, rinsing and and weak concrete cement paste. roct Concrete Surface Profile and The strength of the concrete sub- brush, vacuuming up the water each cleaning of the concrete is required Vacuum dust from the surface. Rinse trrt strata will have a significant effect on g P g q opening the surface. Failure to ade- the service life of the sealer. Contam- 6. Technical Guidelines: The Inter- time. A pH test of the remaining water before a recommended Scofield several times with fresh water and Flo quately address one or more of national Concrete Repair Institute on the substrate must be performed sealer can be applied. Refer to Sco- wet vacuum each time until all loose matron of the concrete substrate from these issues is the most common (ICRI) has developed technical guide- using pH paper, litmus paper or a field's Tech -Data Bulletin A -414 material is removed. CSP 2 -3 a reason for sealer or stain failure. oils, greases, chemical stain residue lines for surface preparation. In these properly calibrated surface pH meter. LITHOCHROME Chemstain Classic n and other foreign material will cause guidelines the various levels of Con- A pH value of 7 or higher indicates for complete instructions. Surfaces • PRESSURE WASH -Using a mini - bonding failure of the sealer. If the W2 ® I ABOVE EXISTING I TILE j 1 1 1 I 82 CD O CD C W2o I 0 2. Substrate Testing: Prior to the ap- crate Surface Profile (CSP) have that all acid has been neutralized, If treated with LITHOCHROME Chem- mum of 2500 psi, wash the surface o plication of any sealer or chemical surface has not been adequately been classified with CSP 1 being the the tested pH value is below 7 the stain Classic will not accept Scofield's without creating lap lines in the over- stain the substrate must be tested for prepared prior to application of the w least aggressive and CSP 9 the most neutralization step outlined above compatible sealers unless the chemi- laps. Rinse several times with fresh sealer, bond failure is likely to occur. LL surface durability and in some cases aggressive. In all cases refer to must be repeated until a pH value cal stain residue is completely neu- water and wet vacuum each time until o If the substrate is weak, the sealer 0 moisture vapor emission. If the sur- these guidelines for further informs- of 7 or more is obtained. Failure to tralized and removed. all loose material is removed. CSP 1 u) face cannot hold the sealer 1n lace, can disbond or delaminate with p tion. Recommended surface preps- _ W221 O W251 W25 / OD �' / r ) me 0 / W20 — w2o w2o ABOVE COOLER COOLER B2 I failure will occur. One or more of the cementitious matrix adhering to the ration methods and the Concrete _i tests in the table below should be per- downface of the sealer film. If the The Information presented in the following chart Is meant as a general reference guide only. For complete p Surface Profile possible with each information on installation methods and other recommendations refer to the appropriate Scofield Tech -Data formed as applicable before and after substrate is contaminated the die- listed below. W2 `� W25� . I ��"�� the surface preparation steps. FIELD TEST METHODS 1. Tape Adhesion Test - Using a razor knifo, cut 6 parallol linos 1/8" apart in tho concrete surface. Make 6 additional cuts at 90 to and centered on the original cuts to form a grid of 25 squares. Place trans- parent tape on the grid and rub firmly with a pencil eraser. Pull the tape off rapidly at as close to an angle of 160° as possible. If less than 20 squares remain intact, additional surface preparation is required. q are bonded sealer film may have oil, grease or other contaminants on its • DETERGENT CLEANING -Using a downface acting as a bond breaker, high alkaline, low foaming industrial ENVIRONMENTAL REQUIREMENTS cleaner (pH level 12.8-13.2), scrub the floor utilizing slow -speed floor ,- Effects generated by the surface preparation process such as dust, machine with a black pad. Rinse sev- eral eral times with fresh water to remove o water, vibration, noise and access suspended contamination, then wet � should all be considered when se- p O lecting the preparation method to be vacuum the debris until all loose m g P P material is removed. Caution should I- 0 used. If the project will take place be taken that the surface texture or there during normal business hours, p will be limitations placed on the appearance is not disturbed. This is K P only for deep cleaning. CSP 1 „ choices available. z • WET /DRY LIGHT ABRASION -For -< 4. Preparation Method Selection: dry screening use slow -speed floor �lN The method of surface preparation p P machine with a 60 grit screen. If a Bulletins prior to use. Visit the Recommended Preparation = SYSTEiVC Scofield website at www.scofield.com Methods for Various Scofield for the most recent Tech -Data Bulletins. Coloring Systems PREPARATION METHOD, I `aggW22 — — — - �® ®� / SEALER OFt TREATMENT ., y/2� 0��6 CHROMIX® Admixtures for Color - Conditioned® Concrete LITHOCHROME® Color Hardener CEMENTONE® Clear Sealer Prior to sealer application: Detergent clean using a high alkaline, low foaming industrial cleaner following manufacturer's recommendations. ' 1 SCOFIELD® Cureseal -WTM I� / / / /� / / / / / / / / / /' % / / / / / / / / /// EXISTING CORRIDOR / O / / �W191 ® Tin SCOFIELD Cureseal s W20 ` W20I SCOFIELD® Selectseal W TM 2. Scratch Test - Scratch the concrete surface with a sharp object (knife, screw- driver). If a powdery substance easily develops, additional surface preparation is required followed by Test Number 1. O W19 REAR SERVICE AREA w20 I ® TM SCOFIELD® Selectseal S 105 will be determined by several factors. more aggressive system is required, OJ SCOFIELD® Repello® �■ ® ® WO 102 3. Moisture Vapor Test - To quantita- lively measure the Moisture Vapor Emis- sion Rate (MVER), use a calcium chloride test kit as described in ASTM F-1869.11 a test kit is not available, tape a section of polyethylene sheeting tightly to the con- crate surface as described in ASTM D -4263. If the MVER is greater than 5 pounds per 1000 square feet per 24 hours (2.5 kg/100 m2124 hr) or if mots- i5 present on the underside of the polyethylene sheet after 24 hours. the MVER is too high for the application of SCOFIELD' Selectseal -W"" and certain LITHOCH Note that Chemstain`" Classic products. Note that the measurement ob talned Is indicative of the area tested at this Lima thn tali is pnrfnrmad. Thra MVFR can change over a short period of time. These factors include but are not lim- add water to the floor and abrade ited to: power source availability, using a low-speed floor machine and access, sealer type, substrate, envi- a rit brush. After wet or dr li ht ronmental factors (water and dust grit dry g ( )� abrasion, vacuum the residue from noise levels and final appearance. pp the floor. If a wet system is used, fol- y 5. Removal of Curing Compounds low up with a detergent cleaning, then rinse several times with fresh water and wet vacuum each time until all and Coatings: All previously applied curing compounds, coatings, and all loose material is removed. CSP 1 sealers must be completely removed from the surface prior to performing • ACID ETCHING -Start by com- any preparation procedures. LITHO- y p p p pletely removing all existing coatings. w o o z 03 m -r m > > D r- N LITHOCHROME® TM ChemstainTM Classic ® CEMENTONE Clear Sealer Prior to Chemstain Classic a lication: Pp • Wet/Dry Abrasion • Sandblasting • Diamond Grinding Prior to sealer application: Completely neutralize and remove residual acid. Refer to Tech Data Bulletin A -414. W221 , I I CD C ® T,, SCOFIELD® Cureseal -W / 1 W20 SCOFIELD® Cureseal -STM EXISTING CONCRETE SLAB TO REMAIN. FILL SAWCUT IP��O 4201 SCOFIELD® Selectseal -Wm , / �al W221 O CONTROL JOINTS w /JOINT O or /� / / O W201 I —el- ® / / C ® LITHOCHROME® TinturaTM Stain SCOFIELD® Selectseal WTM Prior to Tintura Stain application: • Wet/Dry Abrasion • Diamond Grinding g Sandblasting • Acid Etching SEALER COMPATIBLE w /CONCRETE FINISH / / / / , / wzo SERVICE AREA I 1 I I CHROMETM Coating Remover will Dilute the acid by adding 1 part by remove most Scofield curing and volume of muriatic acid to 10 parts by sealing materials. Refer to Scofield volume of water already in a con- Tech -Data Bulletin M -544 LITHO- twiner_ Mix gently, taking proper o TM SCOFIELD® Selectseal S i / / / / / / / / / FRONT / / w201 SCOFIELD® Cureseal -STM' �//////////////////////////////// / % % / / / / / / / / / / / / / / / / / / / / / / / / / /// CHROME Coating Remover. For safety precautions to avoid injury. / // /I % I / I / �/1 i I �/ / / 0 / / O / / EXIT CORRIDOR / \ r CEMENTONE, CHROMIX, LITHOCHROME, SCOFIELD, ©, Chemstain, Color- O L. M. Scofield Company 2006 Conditioned, Cureseal -S, Cureseal -W, Repello, Selectseal•S, Selectseal -W, and All rights reserved Tintura are trademarks of L. M. Scofield Company. Pagelof2 Page 20(2 / /// / 101 ABOVE E TILE ,\ 107 // / / / / / 1 / CD / / / (6) TILES ' HIGH `, // \�\ ��® /' , ' / / `\ // \\ // �� /' ` / `` / \� // `, // `� // / \ / \\\ /' ` / \\� /// \ \ NOT APART OF / ` /' THIS PROJECT / i \\ // �\ / ��\ / / \ i/ \`\ //' ,\ // �� \ ' \ \�/// ABOVE /A HOOD / / ` / �\ , INTERIOR FINISH SCHEDULE ABOVE HOOD - I MARK DESCRIPTION PRODUCT NO. SPECIFICATION ORDERED BY INSTALLED BY MARK DESCRIPTION SPECIFICATION ORDERED BY INSTALLED BY 1 BULK HEAD 1 iI ' I I I 0 6" SANITARY STAINLESS STEEL COVED BASE PROVIDED WITH WALK-IN BY MANUFACTURER CKS G.C. 4'x8' WOOD VENEER NOTE #4 STAIN TO MATCH TABLES & CHAIRS (P -14) G.C. G.C. / 1 1 ' 1 1 • TILE BASE TO MATCH T16 FIELD CUT T16 IN 3 EQUAL PARTS G.C. G.C. - 2 "x8" TALAVERA WALL CAP GROUT COLOR CAMEL „ BAJIO G.C. I STAINED 1 1 CONCRETE i • QUARRY TILE COVED BASE DALTILE TO MATCH F10 SAHARA SAND #0T08 COVE Q -3565 5 "x6" BLACK GROUT G.C. G.C. W25 1 "x2' WOOD TRIM NOTE #10 STAIN TO MATCH TABLES & CHAIRS (P -14) G.C. G.C. / / O / �' r i "POPPY BLOOM" 1 1 H & C 1 1 C5 GYPSUM WALL BOARD; PAINT COLOR P12 & P13 G.C. G.C. NOTES: BULK I ;; DE(SOAAN IVE HEAD �i i i I ABOVE HOOD I 1. SUBMIT SAMPLES OF ALL MATERIALS FOR OWNER'S APPROVAL PRIOR TO ORDERING. 2. REF. GENERAL REQUIREMENTS #25 ON TITLE SHEET AO. 3. TALAVERA PLATES ARE TO BE BROKEN UP INTO PIECES NO BIGGER THAN A PLAYING CARD, THEN MORTARED RANDOMLY TO WALLS SURROUNDING WINDOWS AND DOORS. 4. SUPPLIED BY WASATCH ARTISAN WOODWORKS. 5. PROVIDE MEDIUM "KNOCK DOWN" TEXTURED WALL FINISH TO REPLICATE MEXICAN PLASTER. 6. PAINT BELOW CHAIR RAIL; REF: INTERIOR ELEVATIONS. 7. PAINT ABOVE CHAIR RAIL; REF: INTERIOR ELEVATIONS. 8. PAINT ABOVE P-12 9. CONTACT BAJIO COORDINATOR @ 801-655-5040 x2230 FOR ORDER COORDINATION 10. TRIM ABOVE TILE WAINSCOT; REF: INTERIOR ELEVATIONS C6 O SUSPENDED 2x4 GRID w /USDA VINYL FACED LAY -IN PANEL, WHITE ARMSTRONG: CLEANROOM VL, NON- PERFORATED, SQUARE EDGE w /PRELUDE PLUS FIRE GUARD XL HDA 8200 EXPOSED TEE SYSTEM G.C. G.C. I I ;: a >' i i i i I I 1 I I I Iw1s I OC7 EXPOSED STRUCTURE, PAINT STRUCTURE, HVAC & ELECTRICAL COLOR P13 G.C. G.C. I I I i I OLITHOCROME F9 CHEMSTAIN CS2- PADRE BROWN w /CLEAR SEALER " 4 PARTS PADRE BROWN, 1 PART EBONY G.C. G.C. 1i10 ALONG FRONT B3 I ABOVE TILE COUNTER I i I I I I ®QUARRY TILE DALTILE (OR EPDXY SAND COLOR) SAHARA SAND #0T08 6 "x6" BLACK GROUT G.C. G.C. I �1 (8) TILES HIGH i i ' i I ii ( i , KEYED NOTES k i 41 D SHERWIN WILLIAMS SW6321 SEMI GLOSS NOTE # 5 & 6 RED BAY" G.C. G.C. 1 NEW STOREFRONT DOOR, TO O MATCH EXISTING STOREFRONT B BASEBOARD ® PAINT O O CO CEILING TO TILE /GROUT AND TALAVERA O FLOOR WO WOODWORK/TRIM 1 iii I I ® SHERWIN WILLIAMS SW6114 SEMI GLOSS NOTE # 5 & 7 BEIGE G.C. G.C. 1 ti it , t ( / �A P13 SHERWIN WILLIAMS SW6258 EG - SHEL NOTE # 8 "TRICORN BLACK" G.C. G.C. 1 \ L 1 I STAIN WOOD DOORS PAINT HOLLOW METAL DOOR FRAMES t BULK \ HEAD L • _ \ 1 ■ ■ ` _ t t , /11) STAIN w /SATIN URETHANE FINISH ACE BRAND "CHERRY" G.C. G.C. / / / / I I �� / / / / / / 0 / % gl ABOVE TILE // � � / (6) TILES HIGH / \ 1 \� / \ '/ \\� / \ / ` / \ / / 1 /' �\ /'' \\ \ /'/ / /// �� log\`� / `\ // �\ // - __._-\-. //� REVIEWED FOR \ /' \_•_______ ODE CO�g■nPLIII NC \� / ��C°Y1�� /// JUN a 3 2010 \,` 1 /' �,, t 161 ''. .. I f • = < 0 SHERWIN WILLIAMS SW7005 SEMI -GLOSS "PURE WHITE" G.C. G.C. ` I- — 13 W23W24 I I I itBRAZILIAN GREEN CS52 12 x12 48" WAINSCOT BANDED TOUPE w/W -25 TRIM #60215P G.C. G.C. TALAVERA/TRIM REQUIREMENTS Q U S G / / W221 eW23W T17 TALAVERA FINSH, POTTERY PIECES FURNISHED BY BAJIO #74 GROUT COLOR NOTE #3 "CAMEL" BAJIO G.C. SQUARE FEET (APPROX.) LINEAR FEET (APPROX.) e STAINLESS STEEL, SEE INTERIOR ELEVATIONS FOR HEIGHTS G.C. G.C. TALAVERA CHAIR RAIL 159 165 :._-T-. I _ o-' 24 _ e,_ , ' < COMMENTS: e FIBERGLASS REINFORCED PANEL (FRP) w /MATCHING FACTORY TRIM PIECES TO CEILING BEIGE INSTALL 6" A.F.F. G.C. G.C. CUSTOMER AREA e3 I THE SQUARE FOOTAGE AND LENGTH CALCULATIONS ABOVE MUST BE VERIFIED BY THE G.C. AND FRANCHISE OWNER. NEITHER BAJIO NATIONAL, LLC NOR THE ARCHITECT WILL ACCEPT RESPONSIBILITY FOR ANY INACCURACIES IN THE CALCULATIONS PROVIDED. CALCULATIONS INCLUDE 15% WASTE. 1 1 100 W23 •I W22 CARVED WOOD TRIM NOTE #9 STAIN TO MATCH TABLES & CHAIRS (P 14) BAJIO G.C. e3 I V23 1W24 Iw24 STAIN WOOD DOORS P14 *CLEAN & TEST CONCRETE FLOOR SLAB TO RECEIVE STAINED FINISH ACCORDING TO L.M. SCOFIELD COMPANY'S "SURFACE PREPARATION GUIDE FOR PROTECTIVE SEALERS & STAINS ", PRIOR TO APPLYING STAIN FINISH & SEALER PAINT HOLLOW METAL DOOR FRAMES 0 CA I w221 1 I I I 43 W23W24 I d a �� 4, d a ° 0 �� 24 REF: SHEET A300 FOR INTERIOR ELEVATIONS Zee W22 City of Tukwila mil \,\ / ao // l7t p ��I1 PROVIDE 48" HIGH S.S. CORNER GUARDS AT ALL OUTSIDE CORNERS; FULL ALL END F GUARDS WALL SAT ALL END OF WALL CONDITIONS, TYPICAL . w FINISH FLOOR PLAN s Illllp NORTH RECEIVED ALL SERVICE AREAS. SCALE 1/4" = 1' -0" APR 22 2010 PERMIT CENTER I- REVISIONS 4920 R Gi' ' E rr f fn MICHAEL C. AAYMOND STATE OF WASHINGTON J CD Z U X W 0 m LLJ 1- z LLJ U i- < O 0 0) 0) U O O nas >- 0 CV O co 0 // DRAWN /f PFA CHECKED MCR DATE 03/24/2010 SCALE JOB NO. 10 -10 SHEET NO. A103 04/20/2010 /. \ /3\\ A 4920 R Gi' ' E rr f fn MICHAEL C. AAYMOND STATE OF WASHINGTON J CD Z U X W 0 m LLJ 1- z LLJ U i- < O 0 0) 0) U O O nas >- 0 CV O co 0 // DRAWN /f PFA CHECKED MCR DATE 03/24/2010 SCALE JOB NO. 10 -10 SHEET NO. A103 1 0 0 (n 0 0 0 0 U) 0 0 u7 0 0 O 0 K: \Draw1ngs20 O O 0 0 O N 0 REGIS : ' ED AR'QHI 'I�OIIL1iAEL C. RAYMO STATE OF WASHINGTON FUN CENTER RAYMOND, V) N LLJ O W co W I— Q 1C:7 � W CHECKED MCR c 0 c In 0 0 c 0 U c LL_ O O DATE 03/24/2010 SCALE JOB NO. 10 -10 5' - 0" MAX EXISTING ROOF STRUCTURE BY 5' - 0" MAX 05/24/2010 PROVIDE 4' LONG (MIN) 3 5 /8 "x2OGA METAL STUD ANGLE BRACE AT EACH CORNER. TYPICAL. <I ROOF BY PAINT (P13) 9' -0" A.F.F. CEILING HEIGHT OTHERS, PAINT (P13) UNISTRUT @ 4'-0" O.C., ATTACH TO EACH JOIST w/ 3/8" DIA. U -BOLT 1/2" ALL THREAD THRU UNISTRUT TYPICAL EXISTING STRUCTURE o OTHERS, -�i- R — — — — \ 1/2" ALL THREAD �� HEADER: (2) 6 x20GA METAL STUDS & 6"x2OGA TRACK R \ \ THRU UNISTRUT \ \ \ \ \ \ \ \ \ \ R \ i--t R 10' -6" A.F.F. TOP OF WALL 10' -0" A.F.F. CEILING HEIGHT ;, I I I 1 I I COOLER SCREWS ♦�� ATTACH WALL TO w /(2) #8x1" S.S. @ 16" O.C. LAY -IN CEILING FRP ON 1/2" MOISTURE RESISTANT GYP. BOARD ON 3 5/8 x25GA METAL STUDS @ 16" O.C. 8'-6" A.F.F. (V.I.F.) " TOP OF COOLER ,' lJ ' VARIES �,, L\110T—V \ I ARIES . \ I I ' I I ��1J v UNISTRUT @ 4' -0" O.C., EACH JOIST w/ 3/8" PROVIDE 4 "x2OGA \ \ \ \ D \ \ \ \ \ ATTACH TO \ DIA. U -BOLT \ \ \ \ \ \ \ \ LONG (MIN) 3 \ 1 GYP. BD; 6- O w FINISH PLAN i w -' z ¢ z 0 w > 9' -6" A.F.F. TOP WALL I I I 1 I \ ' PAINT REF: - > PROVIDE 4' LONG (MIN) 3 5/8 x20GA METAL STUD ANGLE BRACE AT EACH CORNER. TYPICAL. COORDINATE WITH LOCATION OF DUCTWORK 1 I • LAY-IN CEILING ��.�� +�� CONTINUOUS CLEAR SILICONE SEALANT AT JOINT LATEDJ PANEL BY COOLER ATTACH WALL TO HOOD w/(2) #8x1" S.S. SCREWS @ 16 " O.C. HOOD ATTACHMENT BY MANUFACTURER Hi FRP ON 1/2" MOISTURE RESISTANT METAL STUDS @ 16" O.C. GA 8' -6" A.F.F. (V.I.F.) TOP OF HOOD CONFIRM THAT ROOF JOISTS CAN SUPPORT ADDITIONAL LOAD OF HOOD AND ROOFTOP EQUIPMENT w /ROOF JOIST MANUFACTURER & REINFORCE JOISTS JOIST MA UFAC RECOMMENDATION 5 /8 METAL STUD \I a CONFIRM THAT ROOF JOISTS CAN SUPPORT LOAD OF EQUIPMENT ROOFTOP JOIST MANUFACTURER & REINFORCE JOISTS PER JOIST MANUFACTURER'S RECOMMENDATION :3s ri BRACE AT 45 DEG., 10' 0" A.F.F. 4' -0" O.C. \ • _�ADDITIONAL - CLG. HT. -♦ — I I I I I BOTTOM OF BULKHEAD BD. ON 6 "x25GA MANUFACTURER WALL ABOVE WALK -IN COOLER . �� i� n 1 I1 1 I 1 I I I 1 1 `O �� CONTINUOUS CLEAR SILICONE SEALANT AT JOINT LAY -IN CEILING BULKHEAD DETAIL 1/2" GYP. , WALL ABOVE S.S. EXHAUST HOOD 2} 1 SCALE 1" = 1' -O" METAL STUDS @ 16" O.C. SCALE 1" = 1-O" STAINLESS STEEL HOOD SCALE 1" = 1' -0" EXPOSED X- BRACING PER INTERIOR NON - LOADBEARING PARTITION HEADER SCHEDULE 1' - 6" OVERLAP ON WINDOW JAMB TALAVERA CAP 1/2" HARDIBACKER CEMENT BOARD; ATTACH PER MFG. RECOMMENDATIONS REFER TO WALL TYPE 1/4" WOOD VENEER „ STEEL BASE PLATE SECURED TO CONCRETE w /(4) 4 "x3/8" DIA. EXPANSION ANCHORS 8 1/2" HEADER LENGTH HEADER MEMBERS MINIMUM EFFECTIVE PROPERTIES 2' TO 6' (2) 6" -18 GAUGE Ix = 2.351 in "4, Sx = 0.779in "3 6' TO 8' (2) 6" - 16 GAUGE Ix= 2.991in "4,Sx= 0.991in "3 8' TO 10' (2) 6" - 14 GAUGE Ix= 3.680in"4,Sx= 1.2191n "3 10' TO 12' (2) 8" -18 GAUGE Ix = 4.756in.A4, Sx = 1.182in "3 12' TO 14' (2) 8" -16 GAUGE Ix = 6.061In "4, Sx = 1.506inA3 14' TO 16' 16' TO 18' (2) 8" -14 GAUGE (2) 9 114" 14 GAUGE Ix = 7.474in "4, Sx = 1.857in.A3 Ix = 10.731in ^4, Sx = 2.307inA3 -♦ 1' - 4" 1" THICK TALAVERA ♦ 1/2" GYPSUM BOARD /PAINT INTEROR ELEVATIONS SHEET A300 12' -0" A.F.F. OR .3' -0" ABOVE STOREFRONT WINDOWS /DOORS 18' TO 20' (2) 11 1/2" -16 GAUGE Ix = 15.029in "4, Sx = 2.601inA3 1111 :' i 1 I I I I - : _ 1 � ill FINISH PER INTERIOR ELEVATIONS SHEET A300 GYPSUM BOARD ON 2 1/4 "x25GA METAL STUDS @ 16" O.C. BATT INSULATION TO DECK EXISTING X- BRACING IF FURRED WALL IS EXISTING, ALIGN FACE OF WALL w /EXISTING FACE OF FRONT WALL / • .. N CALLOUT ON PLAN 1 -A100 N FOR HEIGHT OF WALL �1< I I 1 1 1 1 I I I I I I I I I I 1 I I I I I I I I WOOD TRIM (SUPPLIED BY WASATCH ARTISAN WOODWORK), STAIN 2x8 WOOD CAP; ATTACH TO METAL TRACK w /(2) WOOD SCREWS @ 12" O.C. 6" x 2OGA METAL TRACK, LAP JOINTS 12" MIN. WHERE SHOWN ON PLAN 1/4" WOOD VENEER (STAIN) ON 1/2" OSB SHEATHING ON 6" x 20GA METAL STUDS @ 16" O.C.; (VENEER SUPPLIED BY WASATCH ARTISAN WOODWORK) METAL STUD ° I i ! — 6" x 20GA METAL STUDS AT EACH SIDE OF HSS ATTACHED `�1/2" "' GYPSUM BOARD PER SCHEDULE BOTTOM TRACK TOP TRACK 2 STUD HEADER _-- <' `��` 6 METAL STUD 0 V ' IN 10111111110- WITH #5 SELF - TAPPING � Itio■ ` EXISTING EXTERIOR WALL SCREWS @ 12" O.C. 1/2" OSB SHEATHING 3/4" I • 3 3/4" 1 3 3/4" • c) M 3/411 1' - 3" FACE OF STUD TYPE VARIES ALUMINUM 9,. 4., n 2/ PLAN DETAIL ♦r @ HALF WALL FINISH AS INDICATED BOTTOM TRACK 71 -0" A.F.F. U.N.O. TALAVERA DETAIL @ STOREFRONT FRAME (WHERE OCCURS) WALL WALL FURRING DETAIL ' .. VARIES HEAD R DETAIL SCALE 1 1/2" = 1' -0" � SCALE 3" = 1' -0" � SCALE 1 1/2" = 1' -0" SCALE 1 1/2" = 1' -O" 9 - A200 = I I I I I I I I I I MO WALL BASE: REF: 1 -A103 6" x 2OGA METAL TRACK, ATTACH TO CONCRETE SLAB w /(2) POWDER ACTUATED FASTENERS (PAF'S) @ 12" O.C. L OFFICE\ _�__ J NEW DOOR 45 RATED C UMINUTE i\lh. t EXISTING 1 HR DEMISING WALL ' \\ v SECTION o 1/2 "x3- 5/8 "x9" STEEL BASE PLATE SECURED o TO CONCRETE w /(4) 4x3/8 DIA. EXPANSION ANCHORS DETAIL @ HALF WALL I UNOCCUPIED SPACE r y�; ; > iI :1 to i , j ? (i �``� a 1 L j I ccn ._ ,.... 111111 .::F – 1i I-) J - it ��- : J III ., 1 I EXISTING 1 HR I DEMISING WALL I • r• I•', fJ ', SCALE 1 1/2" = 1' -0" \ \POTENTIAL \\ 1 7i, EXISTING ROOF DECK qt) I 0 Illms 1 09 O RE-VIEWED FOR CODE COMPLIANCE APPWWE JUN 0 3 2010 City of Tukwila BUILDING DIUIRIfl l BUILDING RECEIVED 'C1TY OF TI IV�M.A MAY 2 0 010 PERMIT CENTER A, B, OR M OCCUPANCY . a ,,, l • - �I�w/ •-- 50 OCCUPANTS \ B OCCUPANCY 1 I. ! j :'• 4 . •. . . ! ,4) 3 5/8" X 25 GA METAL STUDS @ GA FILE NO. WP 1072 1 HOUR FIRE RATED 16" O.C. One layer 5/8" type X gypsum wallboard or gypsum veneer base Y Yp 9YP 9Yp applied parallel or at right angles to each side of 3 5/8" steel studs 58" YPE E' Xs' GYPSUM BOARD 24" o.c. with 1" Type S drywall screws 8" o.c. at vertical joints and BOTH T SIDES X TO DECK 12" o.c. at floor and ceiling runners and intermediate studs. Joints staggered 24" on each side and on opposite sides. (NLB) BATT INSULATION TO DECK FINISH PER INTERIOR ELEVATIONS SHEET A300 .i" --- '-- -- — - -� —� - -` EXISTING 1 HR EXISTING 1 HR DEMISING WALL DEMISING WALL OCCUPANCIES NOTE: VERIFY THAT ALL EXISTING DEMISING WALLS ARE CONSTRUCTED TO MEET THIS DETAIL. UPGRADE AS NEEDED. DEMISING WALL DETAIL 10 - SCALE 1 /16" = 1' -O" 2 0 SCALE 1 1 /2" = 1' -0" REGIS : ' ED AR'QHI 'I�OIIL1iAEL C. RAYMO STATE OF WASHINGTON FUN CENTER RAYMOND, V) N LLJ O W co W I— Q 1C:7 � W CHECKED MCR c 0 c In 0 0 c 0 U c LL_ O O DATE 03/24/2010 SCALE JOB NO. 10 -10 04/20/2010 /2\ 05/24/2010 ., REGIS : ' ED AR'QHI 'I�OIIL1iAEL C. RAYMO STATE OF WASHINGTON FUN CENTER RAYMOND, V) N LLJ O W co W I— Q 1C:7 � W CHECKED MCR c 0 c In 0 0 c 0 U c LL_ O O DATE 03/24/2010 SCALE JOB NO. 10 -10 Seattle \B ajioSeattle.rvt 0 0 m K: \Drawings2010 \2010 -015 00 rte) 0 0 0 N N 0 ® EXISTING ROOF ® STRUCTURE PAINT 8 : WOOD CHAIR RAIL ® ° G- , ,e e,e - `•dd .mss - a WOOD CHAIR RAIL 63 e d. . . I. 111111H \ EXISTING ROOF STRUCTURE © PAINT © 4 0 • BASE B3 © i` © <><> CID 1 ;1(— BASE 64 (110 0 , A\ CUSTOMER AREA SCALE 1 /4" = 1' -0" DRINK STATION 411) \OrrHa4-1' tail : n ° G- , ,e e,e - `•dd .mss - 4110 a WOOD CHAIR RAIL 63 e d. . . I. \ EXISTING ROOF STRUCTURE © PAINT © 4 0 0 CID ;1(— BASE 64 (110 0 , PAINT P12 MENU BOARD WALL ART POT RACK . .: Tt,- 7 e a da HOOD OPEN TO CORRIDOR -411-) OPEN EXIT 0 CORRIDOR & REAR SERVICE AREA • 1 ��1♦ .1 A200 -, YQ ••e BASE 63 } 1 • • EXISTING STOREFRONT DOOR & WINDOW SYSTEM TO REMAIN CUSTOMER AREA SCALE 1 /4" = 1' -0" XISTING -BRACE ALL POTS 410 4110 at n OPEN 4110 n r \ EXISTING ROOF STRUCTURE © PAINT © VI I r n' z J. L C 0 0 CID ;1(— BASE 64 (110 • , d - , d A PAINT P12 MENU BOARD WALL ART POT RACK HOOD OPEN TO CORRIDOR -411-) OPEN EXIT 0 CORRIDOR & REAR SERVICE AREA 1 r I .1 II -, SNEEZE GUARD 1 — `r -_ I. CD \ \ \ \ FRONT COUNTER \ °' \ \ ' — 0 41D WOOD CHAIR RAIL CID 7 BASE 63 CD \ DRINK STATION CUSTOMER AREA SCALE 1/4" = 1' -0" EXISTING ROOF STRUCTURE PAINT WALL ART 15' -0" CAN RACK 0 WALL ART WATER FEATURE WALK -IN COOLER PAPER TOWEL DISP. SOAP DISP. SHELF PREP TABLE TEMPERED HAND WASH GLASS SINK or BASE 8 WOOD CHAIR RAIL CUSTOMER AREA WALL SCONCE L11 REF A102 SCALE 1/4" = 1' -0" OPEN SHELF FREEZE' 2 COMP. SINK 1 11 11 PREP TABLE BASE 0— OPEN REAR SERVIC AREA A REAR SERVICE AREA SCALE 1/4" = 1' -0" 1 FIXTURE HEIGHT AND CLEARANCES DETAIL 1 1/2" S.S. GRAB BAR WITH SNAP FLANGE & PEENED GRIPPING SURFACE EQUAL TO BOBRICK, #B- 6806.99 12" Min TOILET TISSUE DISPENSER EQUAL TO BOBRICK #B -2746 M ih m ELONGATED TOILET, REF: PLUMBING 16 " -18" 36" 54" Min. 12" Max. 42" Min. 41" / 60" Min. CIr. 1 / i 1 1/2" 1 1/2" / c co 75" - 79" CLR GRAB NOTE: BAR TO WITHSTAND MINIMUM 300 Ib. N Ch —, "Mi "Mi . $Ir. „uIr. WALL MOUNTED SOAP DISPENSER (O.F.C.I.) 18 "x30" MIRROR TO BE SELECTED BY OWNER, CENTER ON RESTROOM SINK 20 "x18" RESTROOM SINK SURFACE MOUNTED PAPER TOWEL DISPENSER (O.F.C.I.) INSULATE OUTSIDE OF PIPING SPLASH GUARD SOAP DISP. HAND WASH SINK PAPER TOWEL DISP. HALF WALL O FIRE EXTINGUISHERS ADA SIGNAGE LEGEND SIGN SIGN HANDICAP SIGNAGE MOUNTED WITHIN 8" OF JAMB ON STRIKE SIDE 1. ACCESSIBLE TOILET FACILITIES SHALL BE IDENTIFIED WITH A SIGN. 2. TACTILE SIGNAGE SHALL BE LOCATED ON THE WALL TO THE DOOR'S LATCH SIDE AT A HEIGHT OF 60" A.F.F. SIGNS MAY BE PLACED ON THE NEAREST ADJACENT WALL WHEN THERE IS NO WALL SPACE ON THE LATCH SIDE. 3. CHARACTERS AND SYMBOLS OF SIGNS SHALL BE IN CONTRAST WITH THEIR BACKGROUND AND SHALL BE EGGSHELL, MATTE OR OTHER NON - GLARE MATERIALS OR FINISHES. HOOD ,k , — 1 r r 1 DRINKS COOLER 0 CHEESE MELTER COLD TABLE 00000 00 00 00000 RANGE RANGE oe RYER�GRILI Inl STEAMER 2.1" 4D 15" • MIN OPEN TO EXIT CORRIDOR W201 DRYING RACK SHELF DISHWASHER O O BASE OPEN TO EXIT CORRIDOR SPACE FOR TRASH CAN REAR SERVICE AREA SCALE 1/4" = 1' -0" SCALE 1/4" = 1' -0" FRONT SERVICE AREA 15" 15" • t MIN MIN SCALE 1 /4" = 1' -0" SPLASH GUARD PAPER TOWEL DISP. HAND WASH SINK SOAP DISP. TALAVERA REVIEWED iOR CODE COMPLIANCE APP nVE JUN 0 a MO City of Tukwila BUILDING nIU14If1N STACKED WASHER /DRYER REAR SERVICE AREA MOP SINK SCALE 1 /4" = 1' -0" Rio -tog ECEIVED APR 2 2 2010 PERMIT CENTER ISTERED MICHAEL C. RA MOND STATE OF WASHINGTON FUN CENTER Li 0 1 0) 0 0 C enter Way c LL O O n 7 0 i W Z U V) O C\.1 uJ F= U0 W Li C/) 0 LLJ H- Z LLJ CD w CN O CO cp O DRAWN PFA CHECKED MCR DATE 03/24/2010 SCALE JOB NO. 10 -10 SHEET NO. A300 at n OPEN OPEN n r 0 ' ;1(— BASE 64 REVIEWED iOR CODE COMPLIANCE APP nVE JUN 0 a MO City of Tukwila BUILDING nIU14If1N STACKED WASHER /DRYER REAR SERVICE AREA MOP SINK SCALE 1 /4" = 1' -0" Rio -tog ECEIVED APR 2 2 2010 PERMIT CENTER ISTERED MICHAEL C. RA MOND STATE OF WASHINGTON FUN CENTER Li 0 1 0) 0 0 C enter Way c LL O O n 7 0 i W Z U V) O C\.1 uJ F= U0 W Li C/) 0 LLJ H- Z LLJ CD w CN O CO cp O DRAWN PFA CHECKED MCR DATE 03/24/2010 SCALE JOB NO. 10 -10 SHEET NO. A300 K: \Drawings2010 \B ajio Seattle \B ajioSeattle.rvt 0 O O N 0 4' -7" BLACK FORMICA COUNTER TOP TOP 4' - 5" FIELD VERIFY FRONT OTAKE OUT STATION 3/4" = 1-0" 2' - 6 1/2" 0 iq CD / BLACK ,G/ FORMICA COUNTER TOP 3/4" WHITE MELAMINE ADJUSTABLE 07- SHELF 3" -•--• 2' -0" SIDE 9 1/2" • 10 1/2" STAINLESS STEEL LINER FOR BOTTOM to N TOP 2' - 4 1/2" FRONT STAINLESS STEEL COUNTERTOP 2' 7/8" WELDED STAINLESS STEEL COLLAR C) ®LARGE TRASH RECEPTACLE 3/4" = 1-0" 3" SIDE - TWO LAYERS 3/4" PARTICLE BOARD 3/4" WHITE MELAMINE STAINLESS STEEL LINER FOR BOTTOM 1' -6" 9 1/2" _ 4 1/4" TOP I STAINLESS STEEL COUNTERTOP WELDED STAINLESS STEEL COLLAR 1'- 23/8" 3/4" 1' -4" IL FRONT OSMALL TRASH RECEPTACLE 3/4" = 1' -0" 3' - 5 3/4" 1' -6" 11 7/8" O SIDE TWO LAYERS 3/4" PARTICLE BOARD 3/4" WHITE MELAMINE FORMED METAL CAPITAL M WALL BELOW PLAN POST CAPITAL (SYMMETRICAL) 1 =1 '-0 N 1' -7 7" 11 1/8" SECTION N • 8' -0" 1' -61/8" 11 3/4" kr 0 N 0) N WELDED STAINLESS STEEL COLLAR STAINLESS STEEL COUNTER TOP • N 0 T TOP 8' -1" 6 1/4" DIA. WELDED TRASH RING • 1/2" WATER LINE N.I.C. 3/4" EXTERIOR MAPLE PLY FRAME -OUT 10 1/2" 1 1/2" in N PUMP N.I.C. 1' -11" HUB DRAIN N.I.C. STUB UP DRAIN LINE 10" A.F.F. TOP SECTION 1' 0 N U-- / /\\ / / / / / \ \ \ \ \ \ \ \/ \ \ \ \ \ / / / / / / / N 0 c) \\ / \ \ \ \ \ / / / / / / / 3' -11" 3' -11" J 3" SIDE - TWO LAYERS 3/4" PARTICLE BOARD 3/4" WHITE MELAMINE STAINLESS STEEL LINER FOR BOTTOM 1' -6" 9 1/2" _ 4 1/4" TOP I STAINLESS STEEL COUNTERTOP WELDED STAINLESS STEEL COLLAR 1'- 23/8" 3/4" 1' -4" IL FRONT OSMALL TRASH RECEPTACLE 3/4" = 1' -0" 3' - 5 3/4" 1' -6" 11 7/8" O SIDE TWO LAYERS 3/4" PARTICLE BOARD 3/4" WHITE MELAMINE FORMED METAL CAPITAL M WALL BELOW PLAN POST CAPITAL (SYMMETRICAL) 1 =1 '-0 N 1' -7 7" 11 1/8" SECTION N • 8' -0" 1' -61/8" 11 3/4" kr 0 N 0) N WELDED STAINLESS STEEL COLLAR STAINLESS STEEL COUNTER TOP • N 0 T TOP 8' -1" 6 1/4" DIA. WELDED TRASH RING • 1/2" WATER LINE N.I.C. 3/4" EXTERIOR MAPLE PLY FRAME -OUT 10 1/2" 1 1/2" in N PUMP N.I.C. 1' -11" HUB DRAIN N.I.C. STUB UP DRAIN LINE 10" A.F.F. TOP SECTION 1' 0 N U-- / /\\ / / / / / \ \ \ \ \ \ \ \/ \ \ \ \ \ / / / / / / / / / / / / / / \ \ \ \ \ \ \ \/ \\ / \ \ \ \ \ / / / / / / / 3' -11" 3' -11" J ODRINK AND CONDIMENT STATION 3/4" = 1-0" METAL ANGLE BRACKET ATTACHED TO WALL FORMED METAL CAPITAL WOOD VENEER 1/4" CABINET BACK 3/4" CABINET STANDARD FRONT 1 1/2" 11 3'- 93/8" 0 T N N N a15(Vj 4" 2' -5" SIDE 4" STAINLESS STEEL LINER FOR BOTTOM 3/4" EXTERIOR MAPLE PLY FRAME -OUT ATTACHED TO BACK OF DRINK STATION TWO LAYERS 3/4" PARTICLE BOARD 3/4" WHITE MELAMINE 2x4 PRESSURE TREATED CABINET BASE. SEAL AROUND ENTIRE BASE WITH SILICONE 0 1/4" MAPLE STRIP GLUED AND NAILED FOR APPEARANCE 4 1/2" -12' BACK OF CABINET 6 =1 -0 tNoLoB 1/4" CABINET BACK 3/4" CABINET STANDARD 3 1/2" BACK OF CABINET - 2 6" = 1' -0" RECEIVED APR 2 2 2010 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APP -P,fVE JUN 0 6 2010 City of Tukwila BUILDING DIVISIDN MILLWORK NOTES 1. MILLWORK DRAWINGS FOR REFERENCE ONLY. 2. VERIFY FINAL MILLWORK DESIGN AND LAYOUT WITH WASATCH ARTISAN MILLWORKS INC. 3. ALL CABINETS RECEIVE DADO FOR BACK AND BOTTOMS UNLESS NOTED OTHERWISE. 4920 RE 4, ISTERE .kl P° MICHAEL C. 11 Y OND STATE OF WASHINGTON 0 m FUN CENTER LL i- < n 7 `0 > - C enter Way 0 CN L LJ co w co W Q I- - O z LLJ U � 0 L LJ CN DRAWN PFA CHECKED MCR DATE 03/24/2010 SCALE JOB NO. 10 -10 SHEET NO. A400 000 INFORMATION HOOD N0. MODEL 1 5124 ND- PSP -FS 2 4824 ND- PSP -FS CHM LENGTH 12' 9.00 12' 9.50 "OD MAX. COCKING TEMP. 5' 9.00"No n 6' 9.25"00 TYPE FLL TER(S 600 Deg. 600 OTY, EXHAUST PLENW E SUPPLY PLENUM TOT cui 3825 1438 HEIGHT 10" 10" 10" L N IA, M 18" 18" 13" 1913 1913 1438 - 0.560 - 0.60 - 0.44 LENGTH OTY, LIGHTS TYPE 1 SS 8o111e .ith Handles 2 SS Bollle .ith His 1 16" 16" 4 7 16" 20" 3 16" 16" 2 1 16" 20" ERFORATED SUPPLY PLENUM(S HOOD N0. 1 POS. Front LENGTH 165.00 MTH 12.00" HEIGHT 6.00" Incandescent Light Incandescent Light WIDTH 8" LEN& 24" RISERS 2 ffight Front Lett 66'00" 72.00" 60.00" 12.00" 12.00" 12.00" 6.00" 6.00" 6.00" 8" 8" 10" 10" 10" 24" 24" 24" 16" 16" 01A. CFM 755 755 755 800 667 555 S.P. 0.113" 0.113" 0.113" 0.094" 0.101" 0.075" 3065 1222 NO NO HOOD OPTIONS Leh Maul R -102 HOOD CONSTRUCTION 430 S5 Owe Exposed 430 SS where Exposed UTILITY CASKT(S HOOD CONno. Row FRONT BACK 1111.113(4.x; 1111111��1(M�#� • i1 L 1 • AN Y Li '• 3.0/3.0/1.5 E1110102 Outside YES YES LBS. 416 LBS. 11Cl rneut StM&( a saa sow( 0004 Aa*r rrMt H000 OPTION 1 BACKSPLASH 86.00" High X 72.00" Long Vertical Pone) 430 SS FINISHED BACK 12.00" Lan BACK STAFF 3" tuft BACKSP1.ASw - ounce CORNER 84.00" High X 4.00" Long Virl'•col Ponal 430 SS BAOcSPLASH - OUTSIDE CORNER 84.00" High X 4.00" Long Vertical Pone) 430 SS 2 RIGHT END STANDOFF (FINISHED) .r Hide r UNNSULATED STANDOFF HANG/NO ANGLE EXHAUST RISER TYPICAL. ANSLIL R -102 SYSTEM LAYOUT PLAN VIEW - 5' 9.00" LONG 4824ND- PSP -FS aortic/ ./5' t25'b° 100w VAPORPROOF- NCANDESCENT tlGHT QUARTER END PANEL 16" U.L. CLASSIFIED BAFFLE -TYPE GREASE FILTERS 16" U.L. CLASSIFIED BAFFLE- TYPE GREASE FILTERS Errol Filer Trip by others Y.L. LWsd ' ondesllenl L101•1 — 23.58 OPEN STAINLESS STEEL PERFORATED PALL SLOPED GREASE DRAIN WITH REMOVABLE CUP SLOPED G1tEASE DRAIN WITH REMOVABLE CUP EQUIPMENT BY OTHERS EQUIPMENT BY OTHERS SECTION VIEW - BACK TO BACK MODEL 4824 AND 5124 -ND with PSP Accessory 9.ocmoe4/12' ammo PLAN VIEW - 12' 9.00" LONG 5124ND- PSP -FS ETL LISTING DESCRIPTION BLOCK THE CAPTIVE AIRE MODEL ND HAS BEEN E.T.L. TESTED, LISTED, AND APPROVED TO EXHAUST A MINIMUM OF 150 & 200 CFM PER LINEAR FOOT OVER 400 AND 600 DEGREE COOKING EQUIPMENT RESPECTIVELY CAPTIVE -AIRE HOODS ARE BUILT IN COMPLIANCE WITH IT IS RECOMMENDED NOT TO INSTALL HIGH VELOOTY DIFFUSERS OR HVAC RETURNS WITHIN TEN (10) FEET OF THE HOOD. PERFORATED DIFFUSERS RECOMMENDED. NFPA 196 NSF UL 710 & ULC710 STANDARDS E.T.L. LISTED 3054804 -001 VERIFY CEILING HEIGHT Height required to verily thol the h00d .a fit and to site the enclosure ponds FOR QUESTIONS CONTACT DAVID TRAXLER or SCOTT HINCKLEY reg870cooliveoir.com 922 EAST MURDOOC OR. AMERICAN FORK, UT 84003 PHONE: UTAH CO (801) 224 -17A six (801) 649 -2332 TOLL FREE: (877) -455 -4254 FAX: (801) 649 -2908 Nsib ■mrma Ill■ Lori" II itp iiv -- __a NNW MEM - - MIME -_ a -- JOB Bo ro - Murray, UT Open LOCATION DATE 12/14/2005 DM 1 boilo_openkit DRAWN BY DPT REV. 1.00 SCALE 3/4" ... \Bajio Murray \bajio_openkit.dwg 2/24/2006 531:57 PM bioIO� CITYOcepu MAY262010 PERMIT CENTER (/4/00 OPTION 1 BACKSPLASH 86.00" High X 72.00" Long Vertical Pone) 430 SS FINISHED BACK 12.00" Lan BACK STAFF 3" tuft BACKSP1.ASw - ounce CORNER 84.00" High X 4.00" Long Virl'•col Ponal 430 SS BAOcSPLASH - OUTSIDE CORNER 84.00" High X 4.00" Long Vertical Pone) 430 SS 2 RIGHT END STANDOFF (FINISHED) .r Hide r UNNSULATED STANDOFF HANG/NO ANGLE EXHAUST RISER TYPICAL. ANSLIL R -102 SYSTEM LAYOUT PLAN VIEW - 5' 9.00" LONG 4824ND- PSP -FS aortic/ ./5' t25'b° 100w VAPORPROOF- NCANDESCENT tlGHT QUARTER END PANEL 16" U.L. CLASSIFIED BAFFLE -TYPE GREASE FILTERS 16" U.L. CLASSIFIED BAFFLE- TYPE GREASE FILTERS Errol Filer Trip by others Y.L. LWsd ' ondesllenl L101•1 — 23.58 OPEN STAINLESS STEEL PERFORATED PALL SLOPED GREASE DRAIN WITH REMOVABLE CUP SLOPED G1tEASE DRAIN WITH REMOVABLE CUP EQUIPMENT BY OTHERS EQUIPMENT BY OTHERS SECTION VIEW - BACK TO BACK MODEL 4824 AND 5124 -ND with PSP Accessory 9.ocmoe4/12' ammo PLAN VIEW - 12' 9.00" LONG 5124ND- PSP -FS ETL LISTING DESCRIPTION BLOCK THE CAPTIVE AIRE MODEL ND HAS BEEN E.T.L. TESTED, LISTED, AND APPROVED TO EXHAUST A MINIMUM OF 150 & 200 CFM PER LINEAR FOOT OVER 400 AND 600 DEGREE COOKING EQUIPMENT RESPECTIVELY CAPTIVE -AIRE HOODS ARE BUILT IN COMPLIANCE WITH IT IS RECOMMENDED NOT TO INSTALL HIGH VELOOTY DIFFUSERS OR HVAC RETURNS WITHIN TEN (10) FEET OF THE HOOD. PERFORATED DIFFUSERS RECOMMENDED. NFPA 196 NSF UL 710 & ULC710 STANDARDS E.T.L. LISTED 3054804 -001 VERIFY CEILING HEIGHT Height required to verily thol the h00d .a fit and to site the enclosure ponds FOR QUESTIONS CONTACT DAVID TRAXLER or SCOTT HINCKLEY reg870cooliveoir.com 922 EAST MURDOOC OR. AMERICAN FORK, UT 84003 PHONE: UTAH CO (801) 224 -17A six (801) 649 -2332 TOLL FREE: (877) -455 -4254 FAX: (801) 649 -2908 Nsib ■mrma Ill■ Lori" II itp iiv -- __a NNW MEM - - MIME -_ a -- JOB Bo ro - Murray, UT Open LOCATION DATE 12/14/2005 DM 1 boilo_openkit DRAWN BY DPT REV. 1.00 SCALE 3/4" ... \Bajio Murray \bajio_openkit.dwg 2/24/2006 531:57 PM bioIO� CITYOcepu MAY262010 PERMIT CENTER (/4/00 ITOR' ACCESS 00011 FAN INFORMATION FAN MAT NO. 1 FAN UNIT YODEL 1 EXHAUST FAN MODEL TAG CF'M S.P. RP11 H.P. • VOLT FLA • SUPPLY FAN OLONIER HOUSING TAG Cru SP. RPM H.P. • VOLT FLA NCA1&A NCA18FA 3825 1093 2.000 3 206 6.0 2 0u85HF'A OU85IIFA 1438 - 1.375" 1388 0.750 1 115 13.0 3 A2- 0.500 -015 015 A2 -0.500 4287 0.600" 1054 5.000 3 • 208 14.1 FAN OPTIONS rAN 1 OPTION (Oty. - Dew.) 1 - Grease 8o* 2 1 - Creos! Box 3 1 -Evop Cooler Remote Pon" Interlock 1 - Frees! Protection Oroin Kit for Evaporative Coolers 1 - Pressure Gouge, 0 -35" GAS FIRED MAKE -UP, AIR UNIT S) FAN UNIT NO. BTU's TEMP. RISE 3 324097 70 deg F TRICAL PA GAS TYPE Noturo' RI3 AEMRLIES No. PAN ITEM 9ZE SWATCHES STARTERS 1 1 1 Curb 28.500"w * 26.500. * 20.000'" Vented H'ngsd 2 1 2 Curb 23.000"W is 23.000 x 20000'4 Vented Hinged 3 1 3 Curb 31.000"" * 79.000't it 20000`H Insulated N0. TAG PACKAGE 1 LOCATION SWATCHES STARTERS [?tp:?�oiy FANS CONTROILEO LOCATION QUANTITY TYPE J_ H.P. 11(ki, FLA 1 C1110102 U1211r Cabinet Left Flood / 1 U12iIy CobiIel Left Hood 1 1 1 Light 1 ran Exhaust in MO Cahouet 3 2.000 306 6.0 Exhousl 1 Q 750 115 13.0 Supply 3 5.000 208 14.1 ELECTRICAL PROW( PACKAGE SOS "AMC DAR T/2-V2004 COMM AMER CnI0102 JOB WASP Dim SY NSA NOL *Pin 120C NI. N1 LNc. .I 1114, 3 4 e m-1 7 e itMP SAO INIss liCea C-3 11 1 II 1 8104' .106 '3 11 LoaT sour 120v*C H2- 1I3•LNc. I! N2 -NS•1 IS* N 1 H0 17 3'ANC 2091 1.1 0..1 ILrcrc,,?Ircrc rUC‘51rc,rc,'11�. tose i. 1 Mal ao 1 rI 113V movut Ti Paw 73 11 "pose - 120v/1PANO Pre -.Ue .k 1 Photo basal wen, 1 "nose SIIPdr ros. 1 12011 /whose Dhows; Too. COMM on 1. rlre I�Ii wee ....__ rot,, 5 s k n-vsgs• �..., er wt * no. S."{ah !we NOW cc nD C -RO NO-SK NO-SK riC-1111 NC-WIT MSC AND .L 1" O� COMM AcoH�i ° T um man *swum Nom. RONIIS. .▪ *? ter- w ._■. .1rc mrc 1m 0 ISM 10 1104000 7 -1-D =I La 1 i I rinl 1. ,. 1 • x 1. 111.1 F -11•1•.• 1->• 11:i -i r i r7AI Z TJ4;1•• }f1 -, 461 OWNS MI 1101011310101011 U e& 01 -0001 "-MAN t - ILO 0+► ■ 0111r OR WOoo OA o sOI gramaillut WoCARO AO - 1101 Nolu TS. mow *Cm 0C- t101T0 WM / m L NauI1 ..T-IL OR ro0 Wain V 919121 nno'I ..NI 1111W U MO •nTO. 12*18*6Bo*Site J NCAFA SERIES UPOLAST EXHAUST FANS (UL762) ■ NT I CA%A OCLI DRnit CUNTWUGAL UP -SL*ST MXIMAUST nos OMENSIONAL OATH EESES� - Roar mamma rmS - stsTAIMNIT mom - m162 - AMCA SOUND AND Art cum= - IM MO 710M MOTOR TO OSCONNtCT SwICH - MRATt001' DNCONITCT - NISI INAT cocosaou 300"r (11 Ci - MAR MAMMON TMST1NO NORMAL munomuot Ts$T tows! rAN MUST Mt CVto liejeigrlin mu camomile UNTIL M.L rim ran HA oto 114190A/K. COUILIONIA1, ACING MCCIS TO TM rA 1 WoC11 MOULD CAM L$6M1 oapt *TlO & ABNORMAL rti*Rc -uP Tcs7 tlpt4AusT AN mum OP1RA1( common? eau ails 9NMNrNG OR(*st VAPORS AT _ j(31 r� A P OD • 15 M wT(S in T Ng VAN mum wawa To ANY U A11 SAT( COM Ai. T SAT SRO CMS SETIONS_ cam sac Ir10t0 rAN DUCTWORK S<TINCN rM. r*NT tr 0hs) ran NOM NT ■ s c r R NO d LB NC*1Ilr* 33 3/9 30 7/8 2 as 29 1/2 16 24 19s QUHFA SERIES UPBLAST EXHAUST FANS (UL7621 - w HT VERIFY PITCH CURB Curb PilC11 Required in order to monulocture the curb to specification. el em DRAW F R G ■R +3" / • 2G RO OuCruONA OMEN CrA,.r.: YSi.. - ROOT 1110I01TS0 TANS - RcSTANAANT WM. - UL762 - v*RIMILc SPCCO CONTRA - MIOINAL ■ W - *ATMINNIO0r ONSCONNLCT - - 160/1 AT OKOLOAO 11Mp'C'r (1A W ) - was o_*_cAT41 TtSTl AN CONTIMNOulLtr �t CiNwramp Art *T 3001r (14c•C) U % ALL rm PARTS N *v( RCNDICO TIKRII& COMARAM, ANC U11 T met OCICINOMMO CMOs 70 TIK rm smCm MOIIIO cMrst u 6MI OP1RAT41, 4df�lAH- r�� uP irST cNwA{1S1 rAN INI,lsl O AT>i C MAguOuS0 sin( CratAuSTIC AT 600"?YY(�316�'C) rOR A�PtINOS OrvAPORS 1S MUMS OMIT TIC rm 6;Q01/1G 0A11A000 To NT?CATpNT 101*T COULD CAUSE AN wean CONOmoK oicast oat mato nu / C DUI MCI DR11N; CtNTwuGAL UI -SLAST c1IEIAIIST TANS OIKNSCRAL DATA ANO ANT 0*4 rm MAN. NT ■ S C r R ROT LO OMN I % 30 1/2 31 7/8 2 24 3/4 23 14 7/8 21 60 3" r&as aTCNNEO CUM ARC AVALMNc rpt 1111TDIt0 ROO 'S SRO"? PITCH CO NPL(: 7/12 PITCH • 30" SOK 1100T CROW OWENSONS C{MU ONOSONN. OAT* rim '1001L 0 c NCAISTA 26 1/2 20 MMI111 .NR. WEANS cvasIASWO 4 `- Roar gem RO "ft '. RD memo PITC CO coos AR; AYAL*SLC roe mow moors SPCOrtr PITD c*il L(: 7/12 PITCH • 3r MIK CURS OwarbOIAL OAT* rim MOOEL 0 t Dulbnra 23 20 A2 -0.500 -015 MODULAR OUTDOOR 00wi DISCHARGE DIRECT FOtED HEATER WITH EVAPORATIVE COOLER AND INTAKE HOOD w w w DIM "S" -� DIy 'P' A 011M "F cuTING LUGS DIM "J" DIM '8" pY DIM "R" 1 DIY "C" Df DIM "G" ALL 0NIENSIONS ARE NOuNAL OUTER r 1 SOME OISCONNECT Dm "Y" Swat "T" FINK/ FLIER ACCESS 0008 • • • ■ DIY"H" DIM "K" >T LEC `20 N INNI moor ammo t soma* TINE" CTMIS OwENSNIN, EOUPIILNT qM � r �� • My 7e. f:[ ti.1.11•CF 7/1 11?7t•l ZPILIV■IL1• <•27L F • ?g•7t•1rECLP.1u•ZtOt•7u•1f•iENIIIIM.k•�1•LI 7L1111111•= 13)1- li.a!•7L1•Z1=lJri•IIILAINILl•11■1• S. 11■=411014 DIY "J" 20NMNN am 0O RAIL DIY "K" CURS/RAM. OOl9r*Tl u p � dAS ON OLE arr T el T A MOW OMNI HIM �L.r'. I'._ 11 N1 •r% rrir.; k L' L .1 �7 C' . 11.1 7. '1 : :1 ='i1•=FIti1.1111M- : -:'1♦ RAIL -61 LLNII_.y r:0.0i•:'.'.1iT•WuIr *nu x. EVAP WATER PRESSURE ■ 50 PSI O 70 0E0. F FOR OUESTIONS CONTACT Om() TRAXLER Of SCOTT MOTLEY reg870copihook.com 922 EAST WRDOCK DR. AMERICAN FORK, UT 84003 PHONE: UTAH CO (801 224-1736. SLC 801) 649-2332 TOLL FREE: (877)-455-4254 FAX (801) 649 -2908 7C { -7E .1 T.' • t•IP fT. s es- TI ;14.7_ SEPARATE PERMIT AND APPROVAL REQUIRED �tttttttUA /l• - - - - WINNOW � C' C = i == r JOB Bolo - Murray, UT Open LOCATION DATE 12/14/2005 JOB I 0 DWG 1 bofo_openkit DRAWN DY DPT REV, 1.00 SCALE 3/4" ... \Bajio Murray\bajioopenkit.dwg 2/24/2006 5:32:35 PM DI 0-109 RECEIVED CITY OF TI EK WILA MAY 2Li 2010 PERMIT CENTER C A 2Q0 � [?tp:?�oiy � • . 1 I 1 J_ ArMtiO■ OUTER r 1 SOME OISCONNECT Dm "Y" Swat "T" FINK/ FLIER ACCESS 0008 • • • ■ DIY"H" DIM "K" >T LEC `20 N INNI moor ammo t soma* TINE" CTMIS OwENSNIN, EOUPIILNT qM � r �� • My 7e. f:[ ti.1.11•CF 7/1 11?7t•l ZPILIV■IL1• <•27L F • ?g•7t•1rECLP.1u•ZtOt•7u•1f•iENIIIIM.k•�1•LI 7L1111111•= 13)1- li.a!•7L1•Z1=lJri•IIILAINILl•11■1• S. 11■=411014 DIY "J" 20NMNN am 0O RAIL DIY "K" CURS/RAM. OOl9r*Tl u p � dAS ON OLE arr T el T A MOW OMNI HIM �L.r'. I'._ 11 N1 •r% rrir.; k L' L .1 �7 C' . 11.1 7. '1 : :1 ='i1•=FIti1.1111M- : -:'1♦ RAIL -61 LLNII_.y r:0.0i•:'.'.1iT•WuIr *nu x. EVAP WATER PRESSURE ■ 50 PSI O 70 0E0. F FOR OUESTIONS CONTACT Om() TRAXLER Of SCOTT MOTLEY reg870copihook.com 922 EAST WRDOCK DR. AMERICAN FORK, UT 84003 PHONE: UTAH CO (801 224-1736. SLC 801) 649-2332 TOLL FREE: (877)-455-4254 FAX (801) 649 -2908 7C { -7E .1 T.' • t•IP fT. s es- TI ;14.7_ SEPARATE PERMIT AND APPROVAL REQUIRED �tttttttUA /l• - - - - WINNOW � C' C = i == r JOB Bolo - Murray, UT Open LOCATION DATE 12/14/2005 JOB I 0 DWG 1 bofo_openkit DRAWN DY DPT REV, 1.00 SCALE 3/4" ... \Bajio Murray\bajioopenkit.dwg 2/24/2006 5:32:35 PM DI 0-109 RECEIVED CITY OF TI EK WILA MAY 2Li 2010 PERMIT CENTER C A 2Q0