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HomeMy WebLinkAboutPermit D10-104 - BURGER KING - TENANT IMPROVEMENT AND ADA UPGRADESBURGER KING 335 ANDOVER PK W D1O-104 City oPI'ukwila 4s Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: htqx/Iwww.ci.tukwila.wa.us Parcel No.: Address: Suite No: 2623049064 335 ANDOVER PK W TUKW DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: D10 -104 06/25/2010 12/22/2010 Tenant: Name: Address: Owner: Name: Address: Phone: BURGER KING (FLYNN OLYMPIC PROPERTIES) 335 ANDOVER PK W , TUKWILA WA REGENCY CENTERS LP C/O PROPERTY TAX DEPT , PO BOX 790830 78279 Contact Person: Name: Address: Phone: ADAM CLARK 2812 COLBY AV , EVERETT WA 98201 425 252 -2153 Contractor: Name: E M PRECISION LLC Address: PO BOX 2266 , SUMNER WA 98390 Phone: 253 - 891 -3722 Contractor License No: EMPREL *981LO Expiration Date: 07/22/2010 DESCRIPTION OF WORK: INTERIOR TENANT IMPROVEMENTS AND ADA UPGRADES. PUBLIC WORKS ACTIVITY INCLUDES INSTALLATION OF A 1.5" REDUCED PRESSURE PRINCIPLE ASSEMBLY (RPPA) ON THE DOMESTIC WATER LINE. Value of Construction: $80,000.00 Type of Fire Protection: SPRINKLERS /AFA Type of Construction: VB Fees Collected: International Building Code Edition: Occupancy per IBC: $2,450.06 2006 0008 * *continued on next page ** doc: IBC -7/07 D10 -104 Printed: 06 -25 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http:/lwww.ci.tulcwila.wa.us Permit Number: D10 -104 Issue Date: 06/25/2010 Permit Expires On: 12/22/2010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N I Permit Center Authorized Signature: 1 k ki '4 Date: I hereby certify that I have read and governing this work will be complie xami with, atleKtio ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not pr u, e to give authority to violate or cancel the provisions of any other state or local laws regulating construction or t ormanceof,yvork. I am authorized to sign and obtain this development permit. Signature: t Date: 6 Print Name: vo L 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 -104 Printed: 06 -25 -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 PERMIT CONDITIONS Parcel No.: 2623049064 Permit Number: D10-104 Address: 335 ANDOVER PK W TUKW Status: ISSUED Suite No: Applied Date: 04/16/2010 Tenant: BURGER KING (FLYNN OLYMPIC PROPERTIES) Issue Date: 06/25/2010 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: Special inspection for sprayed fire - resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire - resistance design as designated in the approved construction documents. 9: 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. 10: 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. 11.: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 13: 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. 14: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 D10 -104 Printed: 06 -25 -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: ht43://www. ci. tukwi la. wa. us 15: 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) 13: Portable fire extinguishers shall be provided within a 30 -foot (9144 nun) 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) 17: 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) 13: 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) 19: 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) 20: 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) 21: 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) 22: 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) 2:3: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 24: 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) 2a: 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 C ode 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) 23: 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 doc: Cond -10/06 D10 -104 Printed: 06 -25 -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 provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 27: 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. 28: 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) 29: 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) 30: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 3?.: Maintain square foot coverage of detectors per manufacturer's specifications m all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72- 5.5.2.1) 32: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 33: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 34: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 35: The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox keybox. Contact the Tukwila Fire Prevention Office at 206 - 575 -4407 for ordering information. 36: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 37: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 38: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 39: 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) 40: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 41: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. doc: Cond -10/06 D10 -104 Printed: 06 -25 -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 42: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #:x051) 43: Arty overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 44: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 45: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 46: 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. 47: Contractor shall notify Public Works Project Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 48: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. 49: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation olf -site or into existing drainage facilities. 50: 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. 5:i: The RPPA shall be installed in a HOT BOX/ROCK or equal freeze protection enclosure anchored into a minimum 4" thick concrete pad. * *continued on next page ** dcc: Cond -10/06 D10 -104 Printed: 06 -25 -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 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 construction or the performance of work. Signature: Print Name: 1, vy) c (:)/1"...-C// ordinances governing or local laws regulating doc: Cond -10 /06 D10 -104 Printed: 06 -25 -2010 Site Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.cltukwila.wa.us Building Permit No. Pit) -iO4. 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 ** King Co Assessor's Tax No.: uite e N / tuber: 4 4 . l�� // " 4ew Tenant: Property Owners Name: Mailing Address: ei Tenant Name: State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Day Telephone: Mailing Address: ' %` .� ✓�2Z' J` fry/le State Zip E -Mail Address:444in g /24 'z✓J /h / t ', L Fax Number. � �✓ 7 0/0 GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: Contact Person: E -Mail Address: 07-� gym, r Wf °lam, f 7 City Contractor Registration Number: 6 J i_ i /W02 Day Telephone: Fax Number: Expiration Da AtirP- trIA:A, Ate Date: v) ap/'2 ARCHITECT OF RECORD - All plans .must be wet stamped by Architect of Record Company Name: Mailing Address: i"L e7 Contact Person: E -Mail Address: /k.:7 f✓ .4 ,_ (' 11 41 '© City I L Day Telephone: LVI C� 17i GivI %/ /W1 e. FaXNumber: State r Zip ENGINEER OF RECORD -All plebs must be wet stamped by Engineer of Record Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: H:1Applications\Forms- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh State Zip Page 1 of 6 BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ it7elVe3a Existing Building Valuation: $ Scope of Work (please provide detailed information): Acc 1 Lam/ 11; % i /L /.1� i� �i ��✓ /s Will there be new rack storage? ❑ Yes X. 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 there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x II " 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: WpplicationsWorms- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 Existing Interior Interior Remodel Addition to Existing Structure . New Type of Construction per IBC . Type of Occupancy per IBC Is' Floor VP 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 there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x II " 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: WpplicationsWorms- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION — 206.433 =0179 Scope of Work (please provide detailed information): Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila 0... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline 0... Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way ❑ Non Right -of -way ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection " Irrigation Domestic Water ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size 22 WO # ❑...Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H: \Applicanons\Porms- Applications On Lme\2009 Applications \1 -2009 - Permit Application.doe Revised: 1 -2009 bh Page 3 of 6 MECHANICAL PERMIT INFORMATION = 206=431 -3670' MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas ....E1 Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty .. Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind H:1ApplicationsWonns- Applications On Line12009 Applications\} -2009 - Permit Application :doe Revised: 1 -2009 bh Page 4 of 6 • , :y: .... PLUMBING AND GAS PIPING PERMIT' INFORMATION '206 =431. 36'10:" PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City state Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: 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'I 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- Iine\2009 Applications \1 -2009 Permit Application.doe Revised: 1 -2009 bh Page 5 of 6 PERMIT APPLICATION NOTES `— Applicable to- all piermits, m 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 OWN I�" A r o. Signature: `;�j ,�� INK- S . • Print Name: & % Mailing Address: � �.'4 .' Date: Day Telephone: City 2.c2.--2X3 State Zip Date Application Accepted: rpt `{ `, ito Date Application Expires: IO1 t n ( 1,0 Staff Initials: J, / H:\Applications \Forms - Applications On Line 2009 Applications \1.2009 - Permit Application.doc Revised: 1 -2009 bh Page 6 of 6 • BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME PERMIT # 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 t 2-100 Road/Parking /Access 1 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 t St CV $250 (1) $ (4) 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 157 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. P 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 CIAea IA JUN 5 2010 ERMITCENIER TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 592 S� 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 CORRECTION Duo loaf • J�v� ►�A' w City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT • Parcel No.: 2623049064 Permit Number: D10 -104 Address: 335 ANDOVER PK W TUKW Status: APPROVED Suite No: Applied Date: 04/16/2010 Applicant: BURGER KING (FLYNN OLYMPIC PROPERTIES) Issue Date: Receipt No.: R10 -01171 Initials: User ID: Payee: JEM 1165 Payment Amount: $1,626.90 Payment Date: 06/25/2010 03:55 PM Balance: $0.00 FLYNN OLYMPIC RESTAURANTS, LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 35700 1,626.90 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: $1,626.90 1,266.40 250.00 53.00 53.00 4.50 PAYMENT RECEIVED doc: Receiot -06 Printed: 06 -25 -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 RECEIPT Parcel No.: 2623049064 Permit Number: D10-104 Address: 335 ANDOVER PK W TUKW Status: PENDING Suite No: Applied Date: 04/16/2010 Applicant: BURGER KING (FLYNN OLYMPIC PROPERTIES) Issue Date: Receipt No.: R10 -00654 Payment Amount: $823.16 Initials: JEM Payment Date: 04/16/2010 11:55 AM User ID: 1165 Balance: $1,270.90 Payee: FLYNN OLYMPIC RESTAURANTS, LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 34385 823.16 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 823.16 Total: $823.16 PAYMENT RECEIVED dac: Receiot -06 Printed: 04 -16 -2010 4-11 INSPtCTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. . CITY OF TUKWILA BUILDING DIVISION `1- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projgg4� 1.50(C.,Fr? l.1 INC. Typg.�f InspJJ on: ti r(A. v(r ✓6 (ado Address: 335 4-,vlo o kit- r ' ate Called: Special Instructions: Date Wanted: � a.m. 140 Requester: N Phone 2 .3 -441 - oss s Approved per applicable codes. Corrections required prior to approval. COMMENTS: M `41`^^ P f„.‘ 1e O CON t. 0 Al-X.04.7 Date; _ -10 REINSPECTION FEE REQUIRED. Pr or to inspection, fee must be 6300 Southcenter B d., Suite 100. all to schedule reinspection. 'Date: to) fit • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION • 6300:Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Project: 1ur`f e k i "8 Tye of Inspection: KY-(- n ,ACleMA.)- lad rc Date Called: O 7/31 ii o Address: 335 7i4PctJ Special Instructions: Date Wanted: agloa.li� a:m� Requester: ,i. Phone No: .2- 3 (,5 / -0SSS ❑ Approved per applicable codes. El Corrections required prior to approval. • COMMENTS: Finfded Sns -ahPd pe'- Qopfoved p fetes s . Finaled Inspector: Date: r ii //6 LJ $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: 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO.. CITY OF TUKWILA BUILDING DIVISION {L. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Lite) -t0,4 Pro' t: t.k d G� 1Z 64 , vC. Type of Inspection: , �„_ E &Q.f 6,_ I.- , 6 .1 Addysr t Date Called: Special Instructions: Date Wanted: _aim„ --/(0 p.m. Requester: Phoi .3 "tom 1 if "'Qsss V....., Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Date: EINSPECTION FEE - EQUIRED. Prydr to inspection, fee must be 6300 Southcenter Blv ' ., Suite 100 Call to schedule reinspection. Rec - i Dt o.: 'Date: b 7 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit Rio -/D9 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Y 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: jt0,,v/ k/\1"/6" Type of Inspection: n / 5-„sA, sa 4J, Address: Date Called Special Instructions: Date Wanted: 2 - , v a.m. p.m Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. C!> COMMENTS: As di.J5I6r .7 7 eriPevic •tv at / Date: r . 7- 2 - ft? .00 REINSPECTION FEE - QUIR, ' . Prior to inspection, fee must be d at 6300 Southcenter Blva., Su' e 100. Call to schedule reinspection. Date: z INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION IZ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: &) r >f F--, 4 ap Type of Inspection: 5 JSpeA CP.' (,‘Ac Address: I 335 MM4ou t Pic uJ Date Called. 1 F l en 1(l c A Special Instructions: Date Wanted: %%�� .m. 27 —tO P•m: Requester: Pho2 53 —691-053:5 Approved per applicable codes. 10 Corrections required prior to approval. COMMENTS: 1 F l en 1(l c A (— n..■x -g I■)>y li- nsUecto : Date: Z 1- . () $6 '.00 REINSPECTION FEE RE ' UIRED. Pri ' r to inspection, fee must be p• d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Re -ipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Project: attdcr✓lz;Nr1 Type of Inspection: j=;2AN.0.3 v Address: 3 3 s Aoocjc2 P)c LA..., Date Called: Special Instructions: Date Wanted: zO 1V'mj a.m. Requester: Phone No: .7--0 (n — c'i is - it 7 a to proved per applicable codes. Corrections required prior to approval. OMME TS: Inspector: IDa7, . /? w 7- 7d— /0 REINSPECTION FEE R QUIRED. rior to inspection, fee must be at 6300 Southcenter Blvd. Suite 1 0. Call to schedule reinspection. Rec i{�t No.: } I aJeTmft..rd 'seutta5.+lZ.d �+%Af+eiBY* 9`!& i att}T�.RtA.aA�e/^a4 jd ._— INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1 /Q -10 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project. jvt' /<tg Ty pe of Inspectio : -l4 COAL Ti ft. .', w 2_ Address: 3 5 5" /. Suite #: Contact,Person: LPL. r Special Instructions: Phone No.: a5-3_ 4 ?1.05- . Approved per applicable codes. FlCorrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: / -G. MIPON" c::O A C. -- O Correek i`va) Nc h'e-e• tar. 'cp/ (-Tv en,,,, d e „...,.0,07-e.._ P; r-c c'4 Pi I L - o iC Tint` I' n,,J Ivel to Lei r ;-4= . A A L .44- lT IL/�/ � oN. -.+a J! 4 d `Q Ga �`'C=�I... -. ( A ti Se-' sr 5 Needs Shift Inspection; Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: -fin . Date: Hrs.: f 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 ."�- R'Y... ' +`,? T�< d�n�: S?." i.'- 6U'. tlin'^': s, 7HC! r`.= tk' A' 42 'Sw3�'T+S^.r`at'Y.•Ax*.R:±.AS', g.:YS!s�fi^n "".Q3'iKa`X;5 NSPPCTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 INSPECTION - RECORD Retain a copy with permit • Project: rl �r Sprinklers: T e of Inspection: 4A i ¢{LJ Ac__ , Address. Suite #: -- 3 J Contact Person: Special Instructions: )0 ?feu :e)d. Phone No.: nApproved per applicable codes. . Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: )0 ?feu :e)d. 1 �u.�k fttlrOS '-TO T�k�i lug c':,e Pi. �ea- ."Tc. C;4) fL' - .2, e{ iat. , 3 (,h� i 41, t 04 cAG f 3 • 14-1).P Sri w- b s L e4e, Ga..ce t c.e. Li'_ 1 40 **tit] 1�)o --- -�l�.s C I".44R'— Trot. --ra . Y ; - S ' . f 4/ b SI r (4 gir- _ _ k Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: I n s p e c t o r : • . c,,: S' D a t e : ( - / t 0 ' 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. • %r. • ,Y • T.F.D. Form F.P. 113 Affordable Washington Backflow 1701 1st St. Snohomish, WA 98290 (360) 333 -2057 (425) 892 -4808 BACKFLOW PREVENTION ASSEMBLY TEST REPORT ACCOUNT # NAME OF PREMISES r9 I`- 0 n ci SERVICE ADDRESS "? �1dCA/Lei ?AB( ) CITY tki 1 (4 ZIP IDS, SE CONTACT PERSON 1 ( PHONFZ,) FAX ( Commercial Residential ❑ LOCATION OF ASSEMBLY 3I 14 1 bMX DOWNSTREAM PROCESS DOA �J h r Ve DCVA ❑ RPBA.k PVBA ❑ OTHER NEW INSTALL' EXISTING ❑ REPLACEMENT ❑ OLD SER. # PROPER IINSTAL`L�ATION? YEST NO ❑ � M 2 MODEL � & t SERIAL NO. ` / 1 / SIZE 9 ) '2. MAKE OF ASSEMBLY INITIAL TEST PASSED, DCVA / RPBA DCVA /RPBA RPBA PVBA/SVBA CHECK VALVE NO.1 CHECK VALVE NO.2 OPENED AT PSID AIR INLET OPENED AT PSID #1 CHECK0..4S1D AIR GAP OK? y LEAKED • LEAKED • PSID t% PSID DID NOT OPEN • FAILED • NEW PARTS AND REPAIRS CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE PART CHECK VALVE HELD AT PSID • • • • • II • • • • • • LEAKED • • • • • • CLEANED ■ • • • • • • REPAIRED • TEST AFTER REPAIRS OPENED AT PSID AIR INLET PSID LEAKED • PSID LEAKED • PSID #1 CHECK PSID CHK VALVE PSID PASSED • FAILED • AIR GAP INSPECTION: Required minimum air gap separation provided? Yes ❑ No ❑ Detector Meter Reading REMARKS: LINE PRESSURI �-�,J PSI TESTERS SIGNATURE COVED DEVICE? YES NO ❑ CONFINED SPACE? U'Ct CERT. NO. B5134 DATE (j` C) TESTERS NAME PRINTED: David T. Foy TESTERS PHONE # (360) 333 -2057 REPAIRED BY: DATE FINAL TEST BY: CERT. NO. DATE CALIBRATION DATE 05 /14 /10 GAUGE # 04090046 MODEL Midwest 845-5 SERVICE RESTORED? YES I 1 certify that this report is accurate, and 1 have used WAC 246- 290 -490 approved test methods and test equipment NO ❑ Affordable Washington Backflow 1701 1st St. Snohomish, WA 98290 (360) 333 -2057 (425) 8924808 BACKFLOW PREVENTION ASSEMBLY TEST REPORT ACCOUNT # {� NAME OF PREMISE NC't €r ‘ C") i SERVICE ADDRESS CONTACT PERSON .-" (LOCATION OF ASSEMBLY on 1 Commercial /Residential ❑ p s 11, LA) CITY u L4�.�) I (9 ZIP ` S c' PHONE f -CW-J O 113 Z-3 FAX ( ) b' -1 mop S Q i( DOWNSTREAM PROCESS ,c30 Pt DCVA ' ❑ RPBA i PVBA ❑ OTHER NEW INSTALLLEXISTING ❑ REPLACEMENT ❑ OLD SER. # PROPER INSTALLATION? YEEI NO ❑ MAKE OF ASSEMBLY I.,t�1 WI (SMODEL ors -- SERIAL NO. .,)) 12-7.1 CC-) SIZE 1 14— INITIAL TEST PASSED DCVA / RPBA DCVA / RPBA RPBA PVBA/SVBA CHECK VALVE NO.1 CHECK VALVE NO.2 OPENED MS 2SID AIR INLET OPENED AT PSID #1 CHECK � = 'PSID LEAKED • PSID LEAKED • C.:1— PSID DID NOT OPEN • ■ AIR GAP OK? FAILED • NEW PARTS AND REPAIRS CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE PART CHECK VALVE HELD AT PSID • • • • • II • LEAKED • • • • ❑ • CLEANED • REPAIRED ■ TEST AFTER REPAIRS OPENED AT PSID AIR INLET PSID LEAKED • PSID LEAKED • PSID #1 CHECK PSID CHK VALVE PSID PASSED • FAILED • AIR GAP INSPECTION: Required minimum air gap separation provided? Yes ❑ No ❑ Detector Meter Reading //�� LINE PRESSURE7�{2 2 SI SEnall APP OVED DEVICE? YES4 NO ❑ CONFINED SPACE?`'o'i TESTERS SIGNATURE: CERT. NO. B5134 DATE i Y 2— D REMARKS: TESTERS NAME PRINTED: David T. Foy TESTERS PHONE # ( 360) 333 -2057 REPAIRED BY: DATE FINAL TEST BY: CERT. NO. DATE CALIBRATION DATE 05 /14 /10 GAUGE # 04090046 MODEL Midwest 845 -5 SERVICE RESTORED? YES 41` NO ❑ / certify that this report is accurate, and 1 have used WAC 246 -290 -490 approved test methods and test equipment. ES -009 For Health Hazard. Applications Job Name Job Location Engineer Approval T2dia&Fp.. ViN et Approval Contractor Series 009 Contractor's PO. '- - - 4 CAf IItA JUN 1D1010 PERMIT CENTER Representative REVIEwEn FOR CODE COMPLIANCE onnvED Reduced Pressure Zone Asserr blies , . i Sizes: 1/4" - 3" (8 - 80mm) Series 009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with ationa[; t/ of Tu plumbing codes and water authority requirements. This gr'e� l`� E 9 e_ can be used in a variety of installations, including the p � ®ING ®I V I, IflM i /z" (15mm) 009QT tion of health hazard cross connections in piping systems or for containment at the service line entrance. This series features two in -line, independent check valves, captured springs and replaceable check seats with an inter- mediate relief valve. Its compact modular design facilitates easy maintenance and assembly access. Sizes 1/4" - 1" (8 - 25mm) shutoffs have tee handles. Features • Single access cover and modular check construction for ease of maintenance • Top entry - all internals immediately accessible • Captured springs for safe maintenance • Internal relief valve for reduced installation clearances • Replaceable seats for economical repair • Bronze body construction for durability 1/4" - 2" (8 - 50mm) • Fused epoxy coated cast iron body 2Y" and 3" (65 and 80mm) • Ball valve test cocks — screwdriver slotted 1/4" - 2" (8 - 50mm) • Large body passages provides low pressure drop • Compact, space saving design • No special tools required for servicing Specifications A Reduced Pressure Zone Assembly shall be installed at each potential health hazard location to prevent backflow due to backsiphonage and /or backpressure. The assembly shall consist of an internal pressure differential relief valve located in a zone between two positive seating check modules with captured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve. There shall be no threads or screws in the water- way exposed to line fluids. Service of all internal components shall be through a single access cover secured with stainless steel bolts. The assembly shall also include two resilient seat- ed isolation valves, four resilient seated test cocks and an air gap drain fitting. The assembly shall meet the requirements of: USC Manual 8th Editiont; ASSE Std. 1013; AWWA Std. C511; CSA B64.4. Shall be a Watts Regulator Co. Series 009. 1"Does not indicate approval status. Refer to Page 2 for approved sizes & models. Test Cock No 3 Ball Type Test Cocks Test Cock No. 2 First Check Module Assembly R.P. Zone 2" (50mm) 009M2QTHC Test Cock No. 4 Relief Valve Assembly Second Check Module Assembly Water Outlet Now Available WattsBox Insulated Enclosures. For more information, send for literature ES -WB. IMPORTANT INQUIRE WITH GOVERNING AUTHOR /TIES FOR LOCAL INSTALLATION REQUIREMENTS IA 0 e& Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the rigid to change or modify product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. Available Models: 1/4" - 2" (8 - 50mm) Suffix: QT - quarter -turn ball valves S - bronze strainer LF - without shutoff valves AOT - elbow fittings for 360° rotation 3/4" - 2' (20 - 50mm) only PC - internal Polymer Coating LH - locking handle ball valves (open position) SH - stainless steel ball valve handles HC - 21/2" inlet/outlet fire hydrant fitting (2" valve) Prefix: C - clean and check strainer 3/4' - 1' (20 - 25mm) only U - union connections (see ES-U009) Available Models: 21/2" - 3" (65 - 80mm) Suffix: NRS - non - rising stem resilient seated gate valves OSY - UL/FM outside stem and yoke resilient seated gate valves S -FDA - FDA epoxy coated strainer QT -FDA - FDA epoxy coated quarter -turn bat valve shutoffs LF - without shutoff valves S - cast iron strainer Note: The installation of a drain line is recommended. When installing a drain line, an air gap is necessary (see ES -AG). Materials: 1/4" - 2" (8 - 50mm) Bronze body construction, silicone rubber disc material in the first and second check plus the relief valve. Replaceable polymer check seats for first and second checks. Removable stainless steel relief valve seat. Stainless steel cover bolts. Standardly furnished with NPT body connections. For option- al bronze union inlet and outlet connections, specify prefix U (1/2° - 2 "(15 - 50mm)). Series 009QT furnished with quarter turn, full port, resilient seated, bronze bat valve shutoffs. Air Gaps and Elbows Materials: 21/2" and 3" (65 - 80mm) • (FDA approved) Epoxy coated cast iron unibody with bronze seats • Relief valve with stainless steel seat and trim • Bronze body ball valve test cocks Pressure / Temperature Series 009'/4" - 2" (8 - 50mm) Suitable for supply pressure up to 175psi (12 bar). Water temperature: 33 °F - 180 °F (0.5 °C - 75 °C). Sizes 2'12" and 3" (65 and 80mm) are suitable for supply pressures up to 175psi (12.1 bar) and water temperature at 1 10°F (43 °C) continuous, 140 °F (60 °C) intermittent. Standards USC Manual 8th Editiont ASSE No. 1013 AW WA 0511 -92 CSA B64.4 IAPMO File No. 1563. tDoes not indicate approval status. See below for approved models. el® Approvals ASSE, AWWA, CSA, IAPMO Approved by the Foundation for Cross - Connection Control and Hydraulic Research at the University of Southern California. Approval models QT, AQT, PC, NRS, OSY. UL Classified 3/4" - 2" (20 - 50mm) (LF models only except 009M3LF) 21/2" and 3° (65 and 80mm) with OSY gate valves. ` MODEL I II I ` ' for 909, 009 and 993 sizes DRAM OUTLET in. mm i 7lly, OIMEHSIOHS A In. mm In. B mm ' WEIGHT. •, lbs. kgs. 909AG -A 1/4" -W 009, 1/2 13 23/2 60 3'/2 79 .625 .28 3/4' 009M2/M3 909AG -C 3/4 " -1" 009/909, 1 25 31/4 83 4' /a 124 1.50 .68 1"-1 'h" 009M2 909A6-F 11/4' -2" 009M1, 2 51 43/2 111 63/4 171 3.25 1.47 11/4" -3" 009/909, 2" 009M2, 4 "-6" 993 909AG -K 4 " -6" 909, 3 76 63/2 162 95/e 243 6.25 2.83 8 " -10" 909M1 909AG -M 8 " -10" 909 4 102 7%2 187 11'/4 394 15.50 7.03 909EL -A 1/4' -1/2" 009, 3/4' 009M2/M3 - - - - - - - - 909EL-C 3/4 " -1" 009/909. - - 23 60 23% 60 .38 .17 * 909EL -F 1W-2" 009M1, - - 3% 92 35/ 92 2 .91 11/4" -2" 009/909, 2" 009M2.4 "-6" 993 ' 909EL -H 21/2" -3" 009/909 - - - - - - - - Vertical B Dimensions and Weight: 1/4" - 2" (8 - 50mm) 009 Suffix HC - Fire Hydrant Fittings dimension 'A' = 25" (637mm) 009' /4" - 2" * SIZE (ON) . in. mm in. .. II 1 .. ... A mm in. B mm ; in. 014NSIONS C mm (APPROX.) 0 in mm in 1 mm in STRAINER IMENSIONS M mm N in I mm WEIGHT lbs. kgs 1/4 8 10 250 4% 117 3% 86 11/4 32 51/2 140 2% 60 21 64 5 2 % 10 10 250 4% 117 3% 86 114 32 51 140 2% 60 21/2 64 5 2 1/2 15 10 250 45/6 117 33/6 86 1'/4 32 51k 140 23/% 70 21/4 57 5 2 3/4 20 103/4 273 5 127 31/2 89 11 38 63/4 171 33A6 81 23/4 70 6 3 1 25 163/ 425 51 140 3 76 21 64 91/2 241 33 95 3 76 12 5 11/4 32 173% 441 6 150 3'% 89 21/2 64 11% 289 4'/6 113 31/2 89 15 6 11 40 17'/6 454 6 150 31/2 89 211/2 64 11'% 283 41/2 124 4 102 16 7 2 50 213% 543 7% 197 41 114 31/4 83 131/4 343 515ti6 151 5 127 30 13 Dimensions and Weight: 21/2" and 3" (65 and 80mm) 009 STRAINER SIZE in. mm II DIMENSIONS (apprnx.) IIWEIGHT M N Nit in. mm in. mm in. mm lbs. kgs. 28 12.7 2'h 65 10 254 6'/z 165 93/4 248 3 80 101 257 tClearance for servicing 7 178 10 254 34 15.4 Watts G -4000 Series QT - Ball Valves 'MODEL SIZE DPI in. mm II in. A mm in. ' C mm 1,1 i in. DMENSIONS D mm (APPROX.) E in. mm 1 in. L mm in. R mm in. I U mm WEIGHT lbs. kgs 009LF 21/2 65 — — — — 41/2 114 — — 1814 460 — — 105h 270 76 34.5 0090SY 21/2 65 331/4 845 15/6 403 4% 114 16% 416 181/4 460 71/4 197 10% 270 166 75.3 009NRS 21/2 65 331/4 845 11% 289 4' 114 16% 416 181/4 460 73/4 197 10% 270 161 73.0 0090T 2' 65 331/4 845 6 152 4% 114 163 /e 416 1814 460 73/4 197 10% 270 150 68.0 009LF 3 80 — — — — 41/2 114 — — 181/4 460 — — 10% 270 76 34.5 0090SY 3 80 341/4 870 181/2 470 41/4 114 16% 422 181/4 460 83/4 222 10% 270 198 89.8 009NRS 3 80 34'/4 870 123/4 324 4' 114 16% 422 181/4 460 81/4 222 10% 270 191 86.6 0090T 3 80 3414 870 7 178 4'% 114 16% 422 18% 460 81/4 222 105% 270 158 71.7 Capacity Performance as established by an independent testing laboratory. *Typical maximum system flow rate (7.5 feet/sec., 2.3 meters /sec.) kPa psi 138 20 117 17 96 14 76 1 55 8 35 5 AP 0 ' /a" (8mm) 0090T v-® kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 .25 .60 .75 1 1.17 gpm .95 1.9 2.9 3.8 4.5 Ipm 3/4" (10mm) 009QT • 0 .25 .50 .75 1.25 1.50 2.5 3.1 gpm AP 0 .95 1.9 2.9 3 8 4.8 5.7 9.4 11.8 Ipm kPa psi 172 25 138 20 103 15 69 10 35 5 h" (15mm) 009QT * 0 2.5 5 7 5 10 12.5 15 gpm AP 0 3 8 9 5 19 28.5 38 47.5 57 Ipm 5 7.5 15 fps 1.5 2.3 4.6 mps kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 02 AP 07.6 ,3/4" (20mm) 009M3QT 7, kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 0 6 10 14 18 22 26 30 34 38 42 46 gpm 23 38 53 68 84 99 114 129 144 160175 Ipm 7.5 15 fps 2.3 4.6 mps 1 ",(25mm) 009M2QT 5 10 20 30 40 50 60 70 80 gpm 0 19 38 76 114 152 190 228 266 304 Ipm 7.5 15 fps 2.3 4.6 mps wwATrs® kPa psi 172 25 138 20 103 15 - 69 10 35 5 0 0 AP p 11/<" (32mm) 009M2QT 10 20 30 40 50 60 70 80 gpm 38 76 1 4 152 190 228 266 304 Ipm 5 7.5 10 15 fps 4.6 mps kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP p 1½" (40mm) 009M2QT kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 38 76 1 4 152 190 228 266 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 2" (50mm) 009M2QT kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP O 20 40 60 80 100 120 140 160 180 200 gpm 76 152 228 304 380 456 532 608 684 760 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 21/2" (65mm) 009 kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 1 25 50 75 100 125 150 175 200 225 250 gpm 05 10- 295 380 475 570 665 760 885 950 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 3" (80mm) 009 * 1 AP O 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm 95 190 285 380 475 570 665 760 855 950 104511401235 Ipm 5 7.5 10 fps 1.5 2.3 3.0 mps M9001 -2000 CERTIFIED A Watts Water Technologies Company ES -009 0830 USA: 815 Chestnut St., No. Andover, MA 01845-6098; www.watts.com Canada: 5435 North Service Rd., Burlington, ONT. L7L 5H7; www.wattscanada ca © 2009 Watts .s' Mad L`,l'fl WN[J(1 ° HotRok Enclosures ri Hot Rok®and Poly Rok® LECOpy CITY °FIRU1 JUN 15 2010 PERMIT CENTER Valve & Pump Enclosures The Attractive Enclosure That Enhances The appearance Of Your Property co" sleds I aces-;-7,— THIS FIBERGLASS ROK HAS ALL THE FEATURES YOU HAVE COME TO EXPECT FROM HOT BOX ®, SUCH AS: REVIEWED FOR INEERED FREEZE APP (WED CODE COMPLIA OTECTION JL'; 121 2c14t'J - DRAINS SIZED FOR FULL PORT DISCHARGE City of Tukwila � BUILDING Dancin � - TESTING/ MAINTENANCE ACCESS VANDAL PROTECTION PIO-1011 - AVAILABLE WITH OR WITHOUT HEAT - STANDARD COLORS: GRANITE, BROWN, DESERT ROSE - AVAILABLE WITH OR WITHOUT INSULATION - AVAILABLE WITH OR WITHOUT DRAINS CORRECTION IT'S VERSATILE ... PLUS, IT'S THE BEST — LOOKING ENCLOSURE ON THE MARKET!!!! — AESTHETICALLY PLEASING — BLENDS IN WITH THE LANDSCAPE Wu- HOT ROKTM COLOR CHART COLOR CHOICES GRANITE BROWN DESERT ROSE HOT ROKTM SPECIFICATIONS MODEL. PIPE INSIDE INSIDE INSIDE SHIPPING BASE NUMBER 6174 IMAM WIDTH 'mow WEIGHT nom* GHR.75 1/2' -1- I5' 6' 14' 150 31Y x24' GHRI 3/42 • r 26' HT 22' 250 40 x 3W GHR2 1- 114` -2' 40- I5 32, 450 F,D•x3D' GIIR3 2 =112'• " 4• 67' 2I• 43' 1350 60' x 40' ,y • Length end width N o are 14' abme gads • •'•GLRNT a Ott and aoin taligo • • 4GHW . wi4 heal • •GLR" a without hoat • • LArgor aizm avalWtlo h our -Clan ,Ic Role Ire • 1 •K•'II AM•x•ht a4•tl10•01 RMI.. -aW Wy7Mi. tea ac•xnn a/a11w 4.7..ti1.7 .7 •IAM M •hM — WRY =AC= IOAl An 1 M 44 A't .Dn t• at Mtn= . UM LIL - 111 . Off 2*24 Cra t •4 • M• [Dlt[•0 .a• r 4003 •tf a4 W1=4_ AJl1•h *VV. l• KIK 47•10 Ittellt Vats[ teltS 4D AD CR 0021=21 vi% • r 7CL• i{aH(t .1 L•w in 0Q M.S. wt•e •d tal .00,1=00 ••[t '! RAY Wi ■*y M• Wt'R G.•0 •42 Mint 4 014 A .Atxt. nr 1D=1. nma too 04. • 1•2102104100 1rA011 •.'0 000 3 11141 14 1=0217* a WIZ w 21.12 lmta vote a IO or. Gut tar toa.[a0 1•• .[• 214. 1• 144% '•0100 W.. ur •4 * WHIM 407104.44• F W Nr01D ewcsr.. smi, twa HAY,K41t0•[t v0.140. (0.0. •• .•410211 •••• 10 4,•••7 Vi •.t •Stc rMU V . •01,100.44•• •047702 i aa1(•10W tit DO 04 Mt..1.4K02W ti 't �O f0� 191u • GLASS HDT Kg. 1t3STALLATHIN GUIDELINES 33T�/ 9 -2[-111 �t. "21070„ ,31 Ktlxtevxra < r r�71 mf [4410[1 +p}tQatty7l . ItOV1a•1 • V•tDVL4PR hitpJ/.•:hot-t64 m4. 1101At40. D1•••124 4.N 1 • ay. e • 1470 • 4.a. r 110044 ltea uu�r • . 14:04.10 lux. I Go here to view HOT ROKTM CAD Drawing (AutoDesk Whip! plug -in required) See Product Photos HOT ROKTM Enclosures are available through Wholesale Plumbing/Utility Distributors throughout the U.S. and Canada. See our Distributor Database. POLY ROKTM IS A LIFELIKE POLYETHYLENE ROCK THAT OFFERS THE QUALITY OF HOTBOX® AT A VERY COMPETITIVE PRICE. DEVELOPED WITH THE IRRIGATIONS MARKET IN MIND, THE POLY ROKTM IS SIZED FOR 3/4" - 2" BACKFLOW DEVICES, PVB's AND SMALL PUMPS. POLY ROKTM FEATURES: • LIFELIKE SHAPE AND COLORING • TESTING/MAINTENANCE ACCESS • DURABLE POLYETHYLENE SHELL • DRAIN SIZING FOR FULL PORT DISCHARGE • ASSE 1060 CERTIFIED BENEFITS: • LANDSCAPE FRIENDLY • VANDAL PROTECTION • CODE COMPLIANCE • OPTIONAL FREEZE PROTECTION QUALITIES • LOW -COST INSTALLATION POLY ROKTM COLOR CHART GRANITE BROWN • ' I® POLY ROKTM SPECIFICATIONS MODEL PIPE INSIDE INSIDE INSIDE SHIPPING PAD GLA$SPAD,, NUMBER Mg tENG7H MEM HEIGHT WEIGHT DPAFNSIONS MOW PHR1 3r4'- 1• 26' 10' 22 256 40•X30' GPPRI PHR2 I"- 2' 43' 12• 27 4", SEX 30' GPPR2 • Length and width ell aro 14' above grade • • IPLRN" = no heal ar d po insulation • • "PHA' = with heat • 'PLR'. without heal • NOTE: ROK IS CONSTRUCTED OF POLYETHYLENE INSULATED WITH POLYISOCYANURATE FOAM See Product Photos POLY ROKTM Enclosures are available through Wholesale Plumbing/Utility Distributors throughout the U.S. and Canada. See our Distributor Database. Hot Box® is a Division of Hot Box ®, EZ Box ®, &Hot ROk ® products through the H B 10ES are ASSE 1060 Certified . Home I Contact Us 1 Terms of Use 1 Customer Support Product Catalogs 1 CDR Products 1 Electrimold Products 1 Western Power Products 1 Hot Box Products 1 Windbreaker Products 1 ComCore Products 1 Custom Composites Hot Box ® 'THE ENGINEERED ENCLOSURE" 924 Lane Ave. N., Jacksonville, Florida 32254 -2857 Questions /Comments /Suggestions about this site? Contact the Website Administrator. Phone (904) 786 -0204 - Toll Free (800) 736 -0238 May 12, 2010 Jim Haggerton, Mayor epartrnent of Community Development Jack Pace, Director Adam Clark 2812 Architecture 2812 Colby Av Everett, WA 98201 RE: Correction Letter #1 Development Permit Application Number D10 -104 Burger King — 335 Andover Pk W Dear Mr. Clark, 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 Public Works Department. At this time the Building, Fire, and Planning Departments have no comments. 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 messener service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, qa,v1„ Bill Rambo Permit Technician encl File No. D10 -104 W:\Pennit Center \Correction Letters\2010\D10 -104 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: April 26, 2010 PROJECT: Burger King 335 Andover Park West REVIEW #: 1 PERMIT NO: D10 -104 PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. 1) In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross - connection control program to protect the public water system from contamination via cross - connection. The City has determined that the building has deficiency on the domestic water service. A reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow assembly (RPBA) shall be installed immediately downstream of the existing 1.5 "permanent water meter located behind the sidewalk on Andover Park West. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works strongly recommends a power supply for the freeze protection enclosure. On your site plan please show location of proposed RPPA (size, manufacturer and model no.) in relationship to the permanent water meter and property lines. Submit RPPA cut sheet and circle the model you plan to install. I have enclosed Development Bulletin C5 that spells out design and installation requirements for cross connection control together with PW permit application and Development Bulletin Al, -2 which explains permit fee structure. Please note that on April 26, 2010 a separate letter will be mailed Regency Centers LP, the building owner. The Public Works Director will withhold issuance of this tenant improvement permit until the Permit Center receives plans /information for the RPPA or a bond for 150% of the design, installation and testing costs of subject backflow, together with a letter stating the installation, testing by a certain date. (H:Joanna/Comments 1D10 -104 PW) • City of Tukwila Department of Public Works April 26, 2010 Regency Center LP c/o Property Tax Department P.O. Box 790830 San Antonio, TX 78279 RE: Burger King (Flynn Olympic Properties) Tenant Improvement 335 Andover Park West Permit No. D10 -104 To Whom It May Concern: Jim Haggerton, Mayor Bob Giberson, P.E., Director In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross - connection control program to protect the public water system from contamination via cross - connection. The program requires elimination or control of any cross - connection between the distribution system and a consumer's water system by the installation of an approved backflow device. Since this project includes alterations to the existing plumbing system, the entire plumbing system must be brought up to the current standards as set forth in the Uniform Plumbing Code. The City has determined that the building at the above address has a deficiency on the domestic water supply line. a) Domestic Water A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the permanent water meter. Installation at another location requires the Public Works Director's approval. The RPPA shall be installed in a Hot Box or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. A power supply for the Hot Box is recommended. The Public Works Director will withhold issuance of the above permit until the Permit Center receives plans for installation or a bond for installation for RPPA backflow installation. If you opt to install, you may install under a separate permit or under a revision to permit D10 -104. If you opt to install under the Tenant Improvement permit, you must supply the installation plans consisting of a schematic that clearly shows the location of the domestic water meters in relationship to the property line(s) and the building, sizes of all water meters, connections to the water main, and service to the property together with a construction cost estimate to the Permit Center as a revision to the Tenant Improvement permit application. Backflow installation will trigger a Public Works Type C Construction Permit, which has a progressive fee. For a Type C permit, Public Works collects a base application and plan review fee ($250.00 plus 2.5% of construction cost for RPPA installation) when the application or revision to this TI is submitted. An additional 2.5% of construction cost for RPPA installation will be assessed at the time of permit issuance. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -433 -0179 • Fax: 206 - 431 -3665 • • Regency Center LP Page 2 April 26, 2010 If you opt to bond for the installation, you must provide the following to the Permit Center: 1) an original design and installation estimate, 2) a bond for 150% of the design and installation costs, and 3) a letter stating your intent to install the backflow by a certain date. This must be done before the Permit Center issues the permit. I have enclosed Public Works Bulletin Al to help you. Please call Mike Cusick, Public Works Senior Water and Sewer Engineer, at (206) 431 -2441 if you have any questions. Sincerely, (f Joanna Spencer Development Engineer JS:lw enclosures: Public Works Bulletins #A1, A2, A9, C5 Permit Application cc: Adam Clark (W:PW Eng /Other /Joanna /Letter Regency Center 042610) Page l of l Joanna Spencer - Re: Burger King @ 335 APW D10 -104 • From: Todd Reedy To: Joanna Spencer Date: 04/22/2010 8:45 AM Subject: Re: Burger King @ 335 APW D10 -104 Hi Joanna, Sorry I didn't get back to you sooner but we had a crazy day yesterday. Burger King @ 335 APW does not have an RPBA installed on their 1.5" domestic service for premise isolation. There does not appear to be a fire sprinkler system in that building and the irrigation system on the property appears to be connected to a service for adjacent mall that is current on backflow. Todd »> Joanna Spencer 04/20/2010 2:40 PM »> Todd, Are they current on their backflows ? Thanks, Joanna Page 1 of 1 Joanna Spencer - Re: Burger King @ 335 APW D10 -104 From: Richard Takechi To: Joanna Spencer Date: 04/22/2010 12:07 PM Subject: Re: Burger King @ 335 APW D10 -104 Hello Joanna. We show one meter - 1.5" size »> Joanna Spencer 04/22/2010 12:00 PM »> Richard, How many and what size of WM(s) they have. Thanks, Joanna D io -X04 • PERMirCOoRDcoPv. ALAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D10 -104 DATE: 06/15/10 PROJECT NAME: BURGER KING SITE ADDRESS: 335 ANDOVER PK W Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: Building Division MT" icla/ Public Works Fire Prevention Structural n Planning Division nPermit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 1)-4 Comments: Incomplete ❑ DUE DATE: 06/17/10 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: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 07/15/10 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 b PERMff Cooin COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -104 DATE: 04/16/10 PROJECT NAME: BURGER KING SITE ADDRESS: 335 ANDOVER PK W X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: e �1 -to Tding ivis oftft e J � -1 o ublic Works IMI Fire Prevention 1 1 Planning Division Structural u Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ DUE DATE: 04/20/10 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 ri No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/18/10 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW � Staff Initials: Documents/routing slip.doc 2 -28 -02 e • • City of Tukwila Steven M. Mullet, Mayor 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 Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: O( //.7// D Plan Check/Permit Number: D10-104 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued R 1 rTED 2010 CITY CV , ui ❑ Revision requested by a City Building Inspector or Plans Examiner 1f UN 5 Project Name: Burger King - ttAiMi x moo Project Address: 335 Andover Pk W Contact Person: AlCknel t Y Phone Number: - (4) 292°--#2` I Summary of Revision: Vi#7 , CJ tTE `f La u • Al717—U (-1i` -" et , 14.- - -LO14 455s-1,41:31.... ( 4.14c? `t e...0 Ala kycia4c., SisNe:.. Sheet Number(s): 1 "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 66/rs /iv \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: • Permit Review Response June 14, 2010 TO: City of Tukwila Attn.: Mr. Bill Rambo, Permit Technician RE.: Burger King — 335 Andover Park West Application No.: D10 -104 Transmit: (4) Revised Sets of Plans (1) Public Works Permit Application Mr. Rambo, I am writing in response to your letter dated May 12, 2010 regarding the above listed project. I have added the RPPA backflow assembly and enclosure as requested. Attached are (4) copies of the revised plans and a Public Works Permit Application with plan review fees. I hope this response meets your satisfaction. Please let me know if you have any questions or concerns. Sincerely, Allow% C4Ark Adam Clark 2812 Architecture 2812 Colby Avenue P (425)252 -2153 F (425)742 -8130 Everett WA 98201 www.2812architecture.com Contractors or Tradespeople Pier Friendly Page General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name E M Precision Llc UBI No. 602208155 Phone 2538913722 Status Active Address Po Box 2266 License No. EMPREL`981 L0 Suite /Apt. License Type Construction Contractor City Sumner Effective Date 6/20/2002 State Wa Expiration Date 7/22/2010 Zip 98390 Suspend Date County Pierce Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status PRECINB025J9 Precision Northwest Bldrs Inc Construction Contractor General Unused 4/29/1998 4/19/2003 Archived PRECIB *088KL Precision Builders Construction Contractor General Unused 5/13/1992 7/7/1998 Archived PRECINW970JQPrecision N W Builders Llc Construction Contractor General Unused 4/18/2003 5/1/2009 Expired Business Owner Information Name Role Effective Date Expiration Date Nemeth, Tim Partner /Member 06/20/2002 Amount Mcbee, Eli Partner /Member 06/20/2002 07/08/2008 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 WESTERN SURETY CO 25272270 06/14/2002 Until Cancelled $12,000.00 06/20/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 4 Continental Western Ins Co CNP2533009 08/07/2005 08/07/2010 $1,000,000.0008 /06/2009 3 CONTINENTAL WESTERN INS CO CNP2533009 08/07/2004 08/07/2005 $1,000,000.00 10/11/2004 2 OOHIO CAS INS 8H0QQ000771307/25/2003 07/25/2005 $1,000,000.0007 /20/2004 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 06/25/2010 CONSTRUCT WALL W/ 2 X 4 STUDS @ 16" o.C. AND 5 /S" GWB EA. SIDE. NEN HALLJNAY SEE DRAWING A2 FOR DOOR AND FINISH SCHEDULES AND TOILET ROOM INTERIOR ELEVS. FILE COPY o —o Permit No. 12'_0 26' -0" 46'-0" Plan review approval is subject to errors Approval of construction documents doe the violation of any adopted code or ord of approved Field i • py and conditions is City Of TUkwita BUILDING DIVISI INFILL EXIST. OPENING WITH FRAMING AND GWB EA. 5IDE AS REO'D. TO MATCH EXIST. CONSTRUCT WALL N/ 2 X 6 STUDS @ 16" 0.C. AND 5/6" 6WB EA.' SIPE. BY Date: and omissions, s not authorize Hance. Receipt acknowledged: REPLACE LIKE FOR VERIVY W LIGHTER EXISTING ROOFTOP HVAC UNITS WITH _IKE UNIT ON EXISTING ROOF CURBS IGHT OF NEN UNIT I5 EQUAL TO OR AN EXISTING PRIOR TO PLACEMENT. REPLACE EXISTING ROOFTOP EXHAUST FAN WITH LIKE OR LIKE UNIT ON EXISTING ROOF URBS. VERIVY WEIGHT OF NEW FAN I5 QUAL TO OR LIGHTER THAN EXISTING FRIOR TO PLACEMENT. LANDSCAPE N H.G. 5I6N ON WALL AT EACH STALL PER DET. 4 DWG. A2 REMOVE EXISTING STOREFRONT DOOR AND INSTALL SEE DOOR SCHEDULE. OPE UP :12 MAX I— -i L J L CONSTRUCT NEW WALL W/ 2 X 4 STUDS 16'' 0.0- AND 5/5 611B EA. SIDE. EXIST. DINING REPLACE EXISTING ROOFTOP FAN WITH LIKE FOR LIKE UN EXISTING ROOF CURBS. VERI' WEIGHT OF NEW FAN IS EQUA. LIGHTER THAN EXISTING PRIM PLACEMENT. REMOVE EXISTI STOREFRONT DO r- — -1 AND INSTALL N L _ J SEE DOOR SGHEI ULE . REMOVE EXISTING 3' -6" WALL AS REQ'D. REMOVE EXISTING COOLER /FREEZER SOX AND REPLACE WITH NEV' TO MATCH EXISTING NEW SERVICE .COUNTER EXHAUST' T ON i.: 0 LL BUILDING PERMIT SUBMITTAL REV. PER CITY OF TUKWILA 0 DC 0 Z NEIN HALLWAY TRASH ENCLOSURE E 0 0 REMOVE EXISTING GONGRE-ib 5IDEWALK AS REQQ'D. INSTALL NEW SIDEWALK PER DET. 3 DW6. A2 i q'_0" REMOVE ASPHALT AND ADJUST GRADES IN THIS AREA 50 THAT M. 1MUM SLQPt AliOIN THE ADA STALL ARCA DOES NOT EED 2% IN ANY —; DIRECTION -, SANCUT AND REMOVE EXISTING SIDEWALK AS REQUIRED FOif INSTALLATION OF NFH RAMP SURFACE CONCRETE RA DIAMOND TEX DETECTIBLE (TRUNCATED PAINT 12" WI BARS WITH WHITE PAINT. PAINT 4" NI STRIPES NI TRAFFIC NHI PAINT. a' -0" 1/4" = 1' -0" DEM0LIiI0N N0iE5 S'_0" q' -0" Ni RE FINISH RNING MES) OUTDOOR SEATING EXISTING WATER METER INSTALL NEW 1 -1/2" DIA. RPPA BAGKFLOW ASSEMBLY (00TM2QT BY NATT5 OR EQUAL) PROVIDE 4" CONG. SLAB ON GRADE AND LOCKING "HOT ROK" ENCLOSU VERIFY LOCATION AND INSTALLATION RE0'5. PRIOR TO CONSTRUCTION EXISTING 1 -1/2" DIA. DOMESTIC 'WATER SERVICE q'_0" RE5iR00M IDEWALK PLA'�l 1. DEMOLITION FOR ALL NEN MECHANICAL, PLUMBING AND ELECTRICAL 15 NOT SHOWN ON THIS DRAWING AND SHOULD BE COORDINATED WITH THE RESPECTIVE TRADE PERFORMING THE WORK. 2. REMOVE EXISTING WALL CONSTRUCTION INCLUDING ALL DOORS, ELECTRICAL APPURTANCES AND OTHER ITEMS ASSOCIATED WITH EXISTING WALL CONSTRUCTION 3. REMOVE EXISTING PLUMBING FIXTURES, TOILET PARTITIONS AND ASSOCIATED PLUMBING. 4. REMOVE EXISTING SINK, COUNTER AND ASSOCIATED PLUMBING. 5. PATCH AND REPAIR EXISTING WALL CONSTRUCTION TO MATCH EXISTING WHERE WALLS OR OTHER ITMES ARE REMOVED. 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. J44 L J 1I-0" NORTH I V. I r- 1 CI SEPARATE PERMIT REQUIRED FOR: Mechanical Electric& 16. Plumbing Q.Gas Piping City of Tukwila BUILDING DIVISION, PEMOLITION FLAN 1/4" = 1' -0" NORTH 133 v`A I N FLOOR P�AN 1/6" = 1' -0" TU011e =T 14tH ST S �6C rti 3.r a1 7r At .� 1i �a� •.. a.,L•• L• cesi Ara st s ■a sassss�'� uasaaaaassis.ss! Jsisss #its.ssss a summf ssq rmmin :• . a: SOU Ufa nrrrR liss.sssil ssam s Qa iss�sa7lm��sessissuss :::12 LS�is rs e.fl isssissamair 'ssi*ss .slmisllbsassi*sss s sfts#Is�7fitlt�tis �sl.'!!s's E t s1lit C'it' sessin 3a �rrol:� sralmm SITE P1 • • q i 78414 (Si ACCESS rg5Y 14 Q�. NORTH REPLACE EXISTING ROOFTOP HVAC. UNITS WITH LIKE FOR LIKE UNIT ON EXISTING ROOF CURBS. VERIVY WEIGHT OF NEW UNIT I5 EQUAL TO OR LIGHTER THAN EXISTING PRIOR TO PLACEMENT. PROJECT OR I TER I A JURISDICTION CITY OF TUKWILA PROJECT ADDRESS 335 ANDOVER PARK WEST TUKNILA, WASHINGTON TAX ACCOUNT N0. 262304'1064 BUILDING CRITERIA These plans have been reviewed by th- 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 the Public Works utilities inspector. Date: Bv: CODES: 2006 INTERNATIONAL BUILDING CODE W/ STATE AMMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE W/ STATE AMENDMENTS, INCLUDING 2006 IF6G 2006 INTERNATIONAL FIRE CODE W/ STATE AMENDMENTS 2006 UNIFORM PLUMBING CODE W/ STATE AMENDMENTS 2006 WASHINGTON STATE ENERGY CODE (WAG 51 -11) 2006 WASHINGTON STATE VENTILATION INDOOR AIR QUALITY CODE (WAC 51 -13) 2006 NATIONAL ELECTRIC CODE W/ STATE AMENDMENTS ZONING: CONSTRUCTION TYPE: OCCUPANCY: BUILDING AREA: TUC - TUKNILA URBAN CENTER V -B B 2,gS0 S.F. PARKING GALGULATIONS PARKING QUANTITIES REMAIN UNCHANGED DRAWING INDEX Al FLOOR AND DEMOLITION PLANS A2 SCHEDULES INTERIOR ELEVATIONS AND DETAILS RECEN CM OF TU JUN` /' 5 -2010 PERMIT CENTER ALP► CORRECTION N LTrR# - SOUTH CENTER PL 3 Z J 0 Z 0 J 0 2 w 0 Ca z 0 0 LL Drawing: Al Job Number. 10c -3100 3 POOR 50-4E:OLJLEE DOOR # DOOR SIZE (N X 1-) DOOR TYPE JAMB "TYPE H . N. GROUP r I E RATRING NOTES 001 61 -On x 1' -0" 6- I 1 N-4 SE DOOR NOTES 002 51-0" x 11-0" B 1 • 1 C-3 SEE DOOR NOTES 003 al –on x T-0" PAIR- A FI 2 NOTE 2,3 SEE-DOOR-NOTES 004 5' -OH x 11 -au A II 3 NEN HALLWAY SEE DOOR NOTES POOR TYPES 1 /4" SAFETY GLASS -6 A STOREFRONT ENTRY DOOR INSULATED HOLLOW METAL DOOR 4X HEADER (DBL. STUD AT JAMB) COMPRESSION POST @ 12-'–a" O.G. E.W. WALL PER PLAN ft M. FRAME DOOR PER SCHED. POOR NOTES 1. ALL HARPNAR FINISHES TO BE U526D. 2. FURNISH DOOR STOPS. AS REQUIRED AT ALL DOORS. 3. IF ENVIRONMENTAL CONDITIONS REQUIRE A CLOSING PRESSURE OF GREATER THAN 8.5 POUNDS WITHIN AN ACCESSIBLE ROUTE OF TRAVEL, POWER OPERATED DOORS ARE REQUIRED. 4. DOOR GLOSERS SHALL BE ADJUSTED 50 THAT FROM AN OPEN POSITION OF ci0 DEGREES, THE TIME !REQUIRED TO CLOSE 12 DEGREES SHALL NOT BE LESS THAN5 SECONDS. 5. PROVIDE LEVER TYPE HANDLES ON ALL HARDWARE. 6. ADA RESTROOM SIGNAGE MOUNTED ON LATCH SIDE OF DOOR. WHERE THERE 15 NO WALL SPACE ON LATCH SIDE OF DOOR, SIGN SHALL BE ON THE NEAREST ADJACENT NALL. EXCEPTION: DOOR MOUNTED SIGN PERMITTED ON PUSH SIDE OF DOOR W/ CLOSER WITHOUT HOLD OPEN DEVICE. 12 GA. •ERT. HANGER 4'-0" O.G. ADJ. HANGER SIZE AND LOADING PER CODE. 12 GA. SPLAY WIRE IN PLANE OF EACH RUNNER MAIN RUNNER 3 TURNS MINIMUM CROSS RUNNER SE I SM I C BRACING HANGAR ATTACMENT RUNNER CEILING TILE 2" PERIMETER SUPPORT TRACK EDGE TREATMENT GEILINe TILE NO SCALE MAX Immommidi, 3/4" SIDEWALK CONSTRUCTION: 4" CONCRETE SLAB N/ &" X 6" X W1.4 X W1.4 wrir AT CENTER OF SLAB. ATTACH TEES AT STARTING AND ONE ADJACENT NALL ONLY F.O. WALL PROVIDE 3/4" MIN. CLEARANCE AT OPP. WALLS SR/46 I N6 STOREFRONT FRAMING DOOR PER SCHED. HARPINAIRE GROUPS i 1/2 PAIR-BUTTS •1 PRIVACY LOCKSET 1 CLOSER (SIZE TO SUIT POOR) 2. PIVOTS AS REQUIRED 2 PANIC DEVICE (1 EA. DOOR) 2 CLOSERS (SIZE TO SUIT DOORS) 2 PULLS 5. PIVOTS AS REQUIRED PANIC DEVICE 1 CLOSERS (SIZE TO SUIT DOOR) 1 PULLS CODE REQUIREMENTS SUSPENDED CEILING SYSTEM TO COMPLY WITH: ASTM C 655, ASTM C 656, SECTION 44.6 OF ASCE 1 SYSTEM TO BE DESIGNED AND INSTALLED IN ACCORDANCE WITH GISGA RECOMMENDATIONS FOR SEISMIC ZONES 5 AND 4. a. A heavy duty t-bar grid system shall be used. b. The width of the perimeter supporting angle shall be not less than 2". c. For ceiling ores exceeding 1000 SF horizontal restraint of the ceiling structural system shall ,be provided. The tributary areas of the restraints shall be approximately equal. d. For ceiling areas exceeding 2500 sr a seismic joint or full height partition shall break up the ceiling so that no area is greater than 2500 5F. e. Except where rigid braces are used to limit horizontal deflections, sprinkler heads and other penetrations shall have o 2" oversize ring, sleeve, or adapter through the GI ling to allow for free movement of at least 1" in all directions. f. changes in ceiling plan elevation shall be provided with positive bracing. g. cable trays and electrical conduits shall be supported independently of the ceiling. h. Suspended ceilings shall be subject to the special inspection requirements of Section A.01.3.5.5.q of this standard. TOOL. JOINT BULLNOSE TOPSOIL AT LANDSCAPING ASPHALT PAVING *5 CONT. CONTINUE REINF. TO HERE GONGFRETE SIDEWALK 1" = 1 Co WHITE LETTERS 4 SYMBOL ON BLUE BACKGROUND WORDED "STATE DISABLED PARKING PERMIT REQUIRED" METAL SIGN ATTACH TO BUILDING WALL VAN ACCESSIBLE SIGN AT (1) STALL Iv SIDEWALK H.G. No SCALE *PROVIDE ONE SIGN AT EACH H.C. STALL SIGN FINISH MATER ALS : •FLOOR MATERIALS F-1 TILE F-2 SHEET VINYL r-s EXISTING TO REMAIN BASE MATERIALS 15-1- TILE' B-2 COVE FLOORING 6" UP NALL 15-5 EXISTING TO REMAIN NALL FINISHES N-1 SEMI-6LOS5 ENAMEL N-2 CERAMIC TILE N-3 FIBERGLASS REINFORCED PANELS (RP) N-4 VINYL HALL COVERING FINISH NOTES: 1. INSTALL FLOOR, NALL AND CEILING MATERIALS TO MATCH EXISTING ON NEN SURFACES WITHIN THIS SPACE. 2. USE WATER RESISTANT GAB AT ALL SURFACES WITHIN THIS ROOM- 3. CONSTRUCT CEILING USING 2 X 8 MOOD STUDS @ 16" 0.C. N/ 5/8"6NB AT UNDERSIDE. 4. PROVIDE SEISMIC BRACING AT SUSPENDED ACOUSTICAL CEILINGS PER-DET. 1 DI*. A2. CEILING, FINISHES C-1 SUSPENDED ACOUSTICAL TILE C-2 SEMI-6LOSS ENAMEL 0-5 VINYL FACED 5U5P. ACOUST. TILE (EXISTINA) 0-4 EGGSHELL NAMEL *EXTEND HANDRAIL 12" BEYOND TOP AND BOTTOM OF RAMP OR RISER TYP. FACE CURB OF (:"N) L = 1.-0. 1 1/2" 0.D. METAL FIFE POSTS, AND TOP RAIL. POSTS @ 8'-0" 0.C. MAX. 5/8" X 3" X 6" BASE PLATE W/ 1/2" DIA BOLT W/ WASHER INTO HDI DROP ANCHOR **ALL STEEL MEMBERS TO BE 6ALVANIZED AFTER FABRICATION AT EXTERIOR LOCATIONS RESTROOM ELEVAT I •ONS: 54"- RESTROOM NOTES: 2 -7" Ns- PAPER TOWEL DISPENSER INSULATE P.-TRAP-4-HOT-NATER'SUPPLON'SINK 6" COVED CERAMIC TILE BASE NOT USED MIRROR N/ 1" STAINLESS 5TEEL. FRAME 1" RESTROOM PARTITION N/ P-LAM SURFACE 4 5.5. HARDNARE, FASTENERS 4 TRIM 5.5. TOILET PAPER DISPENSER SOAP DISPENSER INTEGRAL,N/ LAVATORY NOT USED S.S. GRAB BAR F I XTURE HEIGHTS: FLOOR MOUNTED WATER LOSET COUNTER MOUNTED LAVATORY ¥ INSULATE P-TRAP 4 HOT HATER SUPPLY o PAPER TOWEL IRROR. DISPOist5ER SOAP DISPENSER CODE kdODE c 2010 City of Tukwa ILO/NG DIV! ilION TOILET PAPER DISPENSER MEN WOMEN 0 1, FIRE RESTROOM SIGNAGE EXTINGUISHER(INHITE N/ BLUE CABINET- BACKGROUND) RECEIVED CITYOFTUKWILA JUN' 15 -2010 PERMIT CENTER BUILDING PERMIT SUBMITTAL 0 v— CO CD > co < 0) >+ < t5 cm v- w OD > (11 W 1 co z 0 —J 0 LU z 0 Cf) Drawing: A2 .Job Number: 10c-3100 I N- 1 5---- SC,t—',=.0ULE --= ROOM NAME FLOOR BASE WALLS CEILING NOTES EXISTING DINING F-1 B-1 N-4 C-1, C-4 NOTE 4 EX I ST I NIS KITCHEN F-3 8-3 h1-3 C-3 NOTE 1 NEN MEN F-2 B-2 N-2 C-2 NOTE 2,3 NEN WOMEN -2 B-2 N-2 G-2 NOTE 2,3 NEN HALLWAY F-1 B-1 1^1-1 C-1 NOT E 4 FINISH MATER ALS : •FLOOR MATERIALS F-1 TILE F-2 SHEET VINYL r-s EXISTING TO REMAIN BASE MATERIALS 15-1- TILE' B-2 COVE FLOORING 6" UP NALL 15-5 EXISTING TO REMAIN NALL FINISHES N-1 SEMI-6LOS5 ENAMEL N-2 CERAMIC TILE N-3 FIBERGLASS REINFORCED PANELS (RP) N-4 VINYL HALL COVERING FINISH NOTES: 1. INSTALL FLOOR, NALL AND CEILING MATERIALS TO MATCH EXISTING ON NEN SURFACES WITHIN THIS SPACE. 2. USE WATER RESISTANT GAB AT ALL SURFACES WITHIN THIS ROOM- 3. CONSTRUCT CEILING USING 2 X 8 MOOD STUDS @ 16" 0.C. N/ 5/8"6NB AT UNDERSIDE. 4. PROVIDE SEISMIC BRACING AT SUSPENDED ACOUSTICAL CEILINGS PER-DET. 1 DI*. A2. CEILING, FINISHES C-1 SUSPENDED ACOUSTICAL TILE C-2 SEMI-6LOSS ENAMEL 0-5 VINYL FACED 5U5P. ACOUST. TILE (EXISTINA) 0-4 EGGSHELL NAMEL *EXTEND HANDRAIL 12" BEYOND TOP AND BOTTOM OF RAMP OR RISER TYP. FACE CURB OF (:"N) L = 1.-0. 1 1/2" 0.D. METAL FIFE POSTS, AND TOP RAIL. POSTS @ 8'-0" 0.C. MAX. 5/8" X 3" X 6" BASE PLATE W/ 1/2" DIA BOLT W/ WASHER INTO HDI DROP ANCHOR **ALL STEEL MEMBERS TO BE 6ALVANIZED AFTER FABRICATION AT EXTERIOR LOCATIONS RESTROOM ELEVAT I •ONS: 54"- RESTROOM NOTES: 2 -7" Ns- PAPER TOWEL DISPENSER INSULATE P.-TRAP-4-HOT-NATER'SUPPLON'SINK 6" COVED CERAMIC TILE BASE NOT USED MIRROR N/ 1" STAINLESS 5TEEL. FRAME 1" RESTROOM PARTITION N/ P-LAM SURFACE 4 5.5. HARDNARE, FASTENERS 4 TRIM 5.5. TOILET PAPER DISPENSER SOAP DISPENSER INTEGRAL,N/ LAVATORY NOT USED S.S. GRAB BAR F I XTURE HEIGHTS: FLOOR MOUNTED WATER LOSET COUNTER MOUNTED LAVATORY ¥ INSULATE P-TRAP 4 HOT HATER SUPPLY o PAPER TOWEL IRROR. DISPOist5ER SOAP DISPENSER CODE kdODE c 2010 City of Tukwa ILO/NG DIV! ilION TOILET PAPER DISPENSER MEN WOMEN 0 1, FIRE RESTROOM SIGNAGE EXTINGUISHER(INHITE N/ BLUE CABINET- BACKGROUND) RECEIVED CITYOFTUKWILA JUN' 15 -2010 PERMIT CENTER BUILDING PERMIT SUBMITTAL 0 v— CO CD > co < 0) >+ < t5 cm v- w OD > (11 W 1 co z 0 —J 0 LU z 0 Cf) Drawing: A2 .Job Number: 10c-3100