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HomeMy WebLinkAboutPermit D07-169 - EL MANANTIAL - TENANT IMPROVEMENTEL MANANTIAL 668 STRANDER BL D07 -169 Parcel No.: 0223300020 Address: 668 STRANDER BL TUKW Suite No: Tenant: Name: EL MANANTIAL Address: 668 STRANDER BL , TUKWILA WA Owner: Name: CALWEST INDUSTRIAL PROP Address: C/O DELOITTE & TOUCHE LLP , 2235 FARADAY AVE #0 92008 Phone: Contact Person: Name: JOSE G GARCIA Address: 27925 133 CT SE , KENT WA 98042 Phone: 425 351 -2727 City f Tukwila Contractor: Name: FALAGAN EXPRESS CONSTRUCTION Address: 3120 153 PL SW , LYNNWOOD WA 98037 Phone: 206 -355 -1364 Contractor License No: FALAGEC966NK 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 DESCRIPTION OF WORK: TENANT IMPROVEMENT: FRAME PONY WALL, CHANGE CARPET, CHANGE PAINT, AND ADD NEW LIGHT FIXTURES. Value of Construction: $15,000.00 Fees Collected: $518.28 Type of Fire Protection: SPRINKLER/AFA International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 0004 doc: IBC -10/06 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 - 169 Issue Date: 07/20/2007 Permit Expires On: 01/16/2008 Expiration Date: 08/12/2008 D07 -169 Printed: 07 -20 -2007 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 Permit Center Authorized Signatur I hereby certify that I have read an governing this work will be complie The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction ore performance of work. I am authorized to sign and obtain this development permit. Signature- Print Name: doc: IBC -10/06 City o. epartment 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 Number: D07 - 169 Issue Date: 07/20/2007 Permit Expires On: 01/16/2008 Date: permit and know the same to be true and correct. All provisions of law and ordinances er specified herein or not. Date: O 12- — This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D07 -169 Printed: 07 -20 -2007 Parcel No.: 0223300020 Address: Suite No: Tenant: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 668 STRANDER BL TUKW EL MANANTIAL PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -169 ISSUED 05/08/2007 07/20/2007 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 wood to remain in placed concrete shall be treated wood. 9: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: 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. 12: Manufacturers installation instructions shall be available on the job site at the time of inspection. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 15: 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 doc: Cond -10/06 D07 -169 Printed: 07 -20 -2007 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. 16: 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. 17: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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 nun) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class IC 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) 26: All new automatic fire-extinguishing systems and all modifications to existing automatic fire- extinguishing systems shall have fire department review and approval of drawings prior to installation or modification. 27: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) D07 -169 Printed: 07 -20 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 28: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 29: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 30: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 31: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs 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) 32: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 nun) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 nun) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 33: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 34: 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: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 36: 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) 37: 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) 38: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinlder 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 sprinlder work shall commence without approved drawings. (City Ordinance #2050) 39: 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) doc: Cond -10/06 D07 -169 Printed: 07 -20 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 40: 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) 41: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 42: 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. 43: 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) 44: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 45: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 46: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 47: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 48: A separate Public Works permit shall be obtained for installation of Reduced Pressure Principle Assembly (RPPA) on domestic water and Fire Department Connection (FDC) modification. doc: Cond -10/06 * *continued on next page ** D07 -169 Printed: 07 -20 -2007 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. 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 doc: Cond -10/06 D07 -169 Date: b� � O — ordinances governing or local laws regulating Printed: 07 -20 -2007 Site Address: cr(v 0 5'� Q A). A Da_ BLVD tU be 1 t/1 ' Su to Number: 6 6 Ae-ciA I. Tenant Name: 3 o 3 E Property Owners Name: 13 C PM L e 6-1.g r a o P e 2 rp S e vi «s Mailing Address: ' 0 Name: .1 o S& G gA 2 ci A Mailing Address: 2 a- 9. S 12 3 ¢ o GI- Company Name: Mailing Address: Company Name: Mailing Address: 19 /( 1 . 4 ..1 1/ AU Contact Person: - 6 (-IL 7' E -Mail Address: Contact Person: E -Mail Address: CITY OF TUKWILA Community DevelopmeL,rlepartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.citukwila.wa.us Q:\Appliations\Forms- Appliations On Line\3 -2006 - Permit Appliation.doc Revised: 9 -2006 bh 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 ** I?) 0,e Sni r ‘fL N King Co Assesspr s Tax No.: l s 97O -002-D as Floor: Yes ..No M A NA ■ A CJ New Tenant: tiff tv. wA thra3S S City State ACTPERSON w ho do we contact when your permit is ready to be`issue Day Telephone: G /Z S - 3 S 1 2 2 dC�NT City E -Mail Address: Q e L o t✓ t 1 (Q P eo P 1-€ re_ . CO'-t. Fax Number: FA LA6A(J ei,pAzcs CaNS U e Fax Number: Expiration Date: Fax Number: wA State GENERAL CONTRACTOR INFO ON — (Contractor - information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5 3 1 L bS 3 a' P L S'u, i4,„1. v m oo Cit State Zip Contact Person: il e-G +p2 FA CA e40 i✓ Day Telephone: Qo e yj S S /3 e 9 E -Mail Address: Contractor Registration Number: Fts L A G EC ?et' /V k '^ /2- 2odds ARCHITECT- OF RECORD All; plans must be wet stamped by Architect of:Recor (o M,P O N 1 9 v el r e - K e ti r tA./f City State Zip Day Telephone: 2 0 6 — 9s - 3 6� Company Name: Mailing Address: City Day Telephone: Fax Number: State Zip Zip Zip Page 1 of 6 Valuation of Project (contractor's bid pn $ 1 5 . O 4, t7 Existing 1Wding Valuation: $ Scope of Work (please provide detailed information): A P W A L C AtO 6 C.oRP 't C 14A►.16 6- f � OLons, Off 4t1d- Fix VA AbP .o PR </A/ /ei KiT et/ Will there be new rack storage? ❑ .... Yes ❑ .. No If yes, a separate permit and plan submittal will be required. t e Building Areas'in Dotage B 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: [.r Sprinklers ld Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Id 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. Q:\ApplicationsWonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Fixture Type: " ": " Qty " Fixture Type: ".' s, : Qty !; Fixture Type: -; Qty :. : Fixture Type: Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas ` PLUMBING AND GAS PIPIN(" - ' 0 ERMIT INFORMATION - 206-431 "6 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: € 4 LAG U Ex P 2 G S S cox/ -St p U Mailing Address: City State Zip Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Intl Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:\ Applications\Forms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 5 of 6 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER QR A : ' ED AGENT: Date: _ o 2-- Day Telephone: 2 O 6— ,S / 3 Mailing Address: 3 12 e /C 3 11 0 p r! S Lc/ L yA c P ) 9ff a 9- Signature: Print Name: A & CY /09 La x,41 .✓ City State Zip Date Application Expires: I g to-- Date Application. Accepted: t4D31-09- Q: Applications\Forms- Applications On Linc\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Staff Initials: .. Page 6 of 6 Parcel No.: 0223300020 Permit Number: D07 -169 Address: 668 STRANDER BL TUKW Status: APPROVED Suite No: Applied Date: 05/08/2007 Applicant: EL MANANTIAL Issue Date: Receipt No.: R07 -01449 Initials: JEM User ID: 1165 Payee: JOSE G. GARCIA TRANSACTION LIST: Type Method Description Amount Payment Check 1115 315.88 ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE 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 Account Code Current Pmts 000/322.100 311.38 000/386.904 4.50 Total: $315.88 Payment Amount: $315.88 Payment Date: 07/20/2007 03:39 PM Balance: $0.00 0585 07/23 1710 TOTAL 315.88 doc: Receiot -06 Printed: 07 -20 -2007 Parcel No.: 0223300020 Permit Number: D07 -169 Address: 668 STRANDER BL TUICW Status: PENDING Suite No: Applied Date: 05/08/2007 Applicant: EL MANANTIAL Issue Date: Receipt No.: R07 -00770 Initials: JEM Payment Date: 05/08/2007 10:19 AM User ID: 1165 Balance: $315.88 Payee: JOSE G GARCIA TRANSACTION LIST: Type Method Description Payment Check 1101 202.40 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Amount Account Code Current Pmts 000/345.830 202.40 Total: $202.40 Payment Amount: $202.40 7953 05/08 9716 TOTAL 202.40 doc: Receiot -06 Printed: 05-08 -2007 Pro'ect: L A N n N 7--- L Type of In }— � fJ A j . , Address: b S Ta4+JQe2 (3L. Date Called: Special Instructions: 1 " o -k r -,,f ' P vv, Date Wanted: } Requester: • Phone P hone No: 2S -35) - 2 7 7 -7 ' INSPECTION RECORD Retain a copy with permit . 165 NO INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 REINSPECTION FE: REQUIRED. 'riorto inspection. fee must be d at 6300 Southcenter : vd.. Suite 10'. Call the schedule reinspection. 'Date: Project: e L- 414/ J7 . Type of Inspection: c? in 6, (,vk i Lit tit , A dr s • Date Called: Special Instructions: Date Wa d: -3 0 07 p.m. Requester: Phone No: 2-1 -z - 7z � INSPECTIO NO. PERMIT NO. INSPECTION RECORD Retain a copy with permit 007-/C5 � INSPECTIO NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- LJ Approved per applicable codes. COMMENTS: /5 c1,424 ��_ 2_ A/4, �/- ,4 > C,./A117. $58.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Corrections required prior to approval. Project: Type of Inspection: / 4. Address: / Date Called: S pecial Instructions: Date Wanted: j D - Q'"7 p.m. Requester: Phone No: 1---) - 35/ —z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 ID Approved per applicable codes. El Corrections required prior to approval. COMMENTS: — /5/7 e ( Zi/ Inspector; Date: $58.0 ' REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: 00740 Project: 7Z 4'7/2/V4 437 / 7 / Type of Inspection: f2 ,9/7-7i Ai Address:: (o ( ---s Pi/L .Dp At- Date Called: Special Instructions: Date t Requester: Phone No: 4 /25 -- / - 2 72 7 SPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: �., 7-- i /u ' 3 /- 58.00 REINSPECTION FEE EQUI D. Prior to inspection, fee must be paid at 6300 Southcenter Bl .. S ite 100. Call the schedule reinspection. (Receipt No.: !Date: roved per applicable codes. Corrections required prior to approval. Z-) /69 CO NTS: Type of Inspection: /7 /I//I //' / /1 (( P l'i( 71) is (t(VT, , I/, i/i v' �7 klYL — G ( 6 91(7(P 6.1 r 6k -f(le Special Instructions: Date Wanted: fi(( 44.) /a✓' l / -n`7 Requester: ' . ":"°*" ' 'u S /tV" I iIU( - ' -ii / S 0C/14 Gc%' (S . () /< 7 CI ( /-31// A i. l i` 61,r /is Project: , . 7 L /2) /4/U/1N 4 Type of Inspection: /7 /I//I //' Ad s /,- , l Wei,- j'4._ v J Date Callj= ed: Special Instructions: Date Wanted: �a m (p.m, , - 7-27 -n`7 Requester: Phone No: /5- 5 s/-- 272 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 EI Approved per applicable codes. Inspector 1 ec-'•t No.: IN ECTION RECORD Retain a copy with permit (206)431 -3 Corrections required prior to approval. Date: 7 7— 58.00 ' EINSPECTION FEE) REQUIRED .Pfrior to inspection. fee must be paid 6300 Southcenter vd.. Suite-E00. Call the schedule reinspection. 'Date: COMMENTS: f�A� F�S� Type of Inspectioti: / , i fyil-e-- ,01/1 /2--_enee,epcX n qt k. wJ-( (Yh c)f i;,Iti Ap Contact Person: - 9)5 - e Special Instructions: Pre -Fire: Phone No.: l i ? - S' . 3 - 1 - ( 9 7,9 7 Permits: Occupancy Type: A c2-- Project: E u f�A� F�S� Type of Inspectioti: / , i fyil-e-- ,01/1 /2--_enee,epcX n qt k. Address: Suite #: Ap Contact Person: - 9)5 - e Special Instructions: Pre -Fire: Phone No.: l i ? - S' . 3 - 1 - ( 9 7,9 7 Needs Shift Inspection: f' Sprinklers: Fire Alarm: Hood & Duct: 3' Monitor: Pre -Fire: Permits: Occupancy Type: A c2-- INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT OD — ('9 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 [pproved per applicable codes. n Corrections required prior to approval. Inspector: � Date: / Hrs.: j ,t,// /9+1 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: - M AJJA Jul /2.0s Type of Inspection: / 5 iti //;f2e ,-(,,,4- /-/D Address: (� q �'I ail dig_ (e L Suite #: Contact P erso n Sof-C Special Instructions: Pre -Fire: Phone No.: 60- 5 • .5" / D-7.- 7 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: . /L/4 th 3 INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 COMMENTS: -Pit 9 P ,A4_ 4 /, n Approved per applicable codes. Inspector: Lpy INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Date: ?)a7 -/6 PERMIT NUMBERS Corrections required prior to approval. Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. CaII to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 COMMENTS: 4 1 Type of Inspection: ErNPa ,-, 1 1 ;f1(1,, 1( St r2 Address: 6 6 6 ' Alt)J -'- Suite #: I. ge_M0✓_e__- �,� I + Ze..,0- Re_ A-e_ da.),e_ Contact Person: � vS -2. Special Instructions: Occupancy Type: Phone No.: 6 05 - 35- . 2. pi-4 0cC (.4,0,, iL. L ez. ,,,i . y 73 . P) I 1 ..0 2.5 (, C 1 ' /,),,,---1) t /1-- g I f '1 a c U O Cc..! µ,1.e .d t --.4 n ,) G ��, ,,,',P s , C' JJJJ 5. ADD N_I-v-ift 0 I, �, ,i - -t, +3 L t 1 Project: 1- 1 1110t10 4L 4 1 Type of Inspection: ErNPa ,-, 1 1 ;f1(1,, 1( St r2 Address: 6 6 6 ' Alt)J -'- Suite #: 6, L- Contact Person: � vS -2. Special Instructions: Occupancy Type: Phone No.: 6 05 - 35- . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Approved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 ,e) - 7_ /6 PERMIT NUMBERS Corrections required prior to approval. Inspector: 4- Date: 9 /a s /r 7 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tY P P T.F.D. Form F.P. 113 Project: i EL /, 0 k - r, w .- Type of Inspection: <� P � , N el t, i <r >v-2.a Address: 6 6 2 c4, v,ird -e te- g C.._ Suite #: Contact Person: , -, ,, . - 1 - ‘.r1- k Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: � - Fire Alarm: Hood & Duct: y Monitor: Pre -Fire: Permits: PA Occupancy Type: } INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT k East, Tukwila, Wa. 98188 206- 575 -4407 - .Approved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 07- S - PERMIT NUMBERS Corrections required prior to approval. COMMENTS: Inspector: f S / Date: / 2 / t 1 7 1 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. T.F.D. Form F.P. 113 'The Engineered Enclosure Thoes Built To Lost: ENCLOSURES FOR BACKFLOW PREVENTION ASSEMBLIES, PUMPS, METERS, CONTROL VALVES .... LONG TERM VALUE The Hot Boxy is designed to enhance the installation of the ba kflow prevention assembly in the most economical, accessible, Ioc tion - outside • above ground. More antl more designers, utilities and contractors are putting the BFP at the curb' to eliminate the problems encountered in equipment rooms (no room, costly floor space, drainage constraints...) and pits (Confined Spaces, flooding, accessibility...). ENGINEERED PERFORMANCE Engineered features such is heater sizing (for freeze protection), drain sizing, service access and rigid construction make the Hot Box° the permanent solution to the problem of backflow preventer protection. ASHRAE, Chapter 22.15 is used for heater calculations. CODE COMPLIANCE The Hot Boxy is designed to accommodate backflow preverter installations guided by AWWA, ASPE, NFPA and ASSE. Heat, drainage capacity, testing accessibility, removaVreplacement and long life are come of the advantages of a Hot Box® installation over those inside or in pits. Certified IMPROVED AESTHETICS The sleek aluminum surface or marine quality fiberglass of the Hot Boxm finishes the job with greatly improved aesthetics for the property owner. DESIGNER Series • DESIGN • FLEXIBILITY Standard enclosure sizes for typical applications are stocked at various locations around the U.S. But, what if your installation is not typical?? Strainer? Meter? Dual installation? No problem!! We do them every day!! Call our design department for your individual application. CORRECTION LTR# __I.._ EASE OF INSTALLATION Your Hot Box° arrives at the job site requiring only minimum assembly and installation on a concrete slab. Contractors like the ease of installation compared to typical Wa type enclosures. No wood supports, panels or hardware to assemble at the site makes Hot Box° the only choice for low cost Installation and durability. WHY BOTHER WITH A PIT??? ?joie have died In then!! OSHA's 29 CFR recognizes the danger of pits. Personnel safety (and OSHA compliance) dictates training, planning, equipment, reporting and two person teams. Vel Moab No.: H .7& through 1103E -Fiberglass- moo u• w N''' -— Models No.: HP4N ttlre,igh 1488E - Aluminum- Top View (2 pieces) } r •"•.. '" " "°° _ _ a plb! o m l aver s MOW VOCII /M•' . V . 8)dc S � , � • 4:* is Models No.: HB4PEM through 11910FEM H00 Models Noy 830 thr TCM' and - goon end t� a MOTO deeigned for ' N ' •. Kr: ea • srs unrht Moels No.: d and pEl0E3 ""."`L` 11810N end "S' Models 6 - Aluminum nInum S••r•wiew c+ Mira YICw (4 pica) PO MO AIIJUIThILS 'wnm st n.• • IT , rp -- I, �• pasem '1 . MAC � f I f flifriAtior '"" . . „,,,,,,,,, 111 IMA Inn' EPC1i LOW PROFILE Series”' DESIGNER kyles" gTMO' PHYSICAL PROPERTIES MODEL PIPE INSIDE INSIDE INSIDE HEATER SIZING SHIPPING MOUNTING NUMIIIC'R • SIZE LENGTH WIOTr1 HEIGHT (120 V, 1f0J WtIGHIty F'AU SIZE FIBERGLASS HB.75 g4T 1 • 18' 11" 22' 30W CABLE 301 28 X 20 HB1 3/4' -1 47' 13" 23' cow CABLE Mt 30 x 22 HB1T• 3/4'•1' 27' 13' 35' 60W CABLE 50# 36 x22 HB1.5 3/4'•1 1/2' 33' 21' 2S'. • 60W CABLE 60# 44 x 32 "-" H82 1 1/4' -2' 32' 13' 20' ' SOW CABLE 501i 50 X 24 11825 1 1/4' - 2' 47' 13' 28" . 90W CAB(. 85# 58 X 24 _ H82T 1 1/4 "•2" 39" 13' " 99' BOW CABLE 604 50 X 24 - HE2ST 1 1 ' -2" 47" 13" 36' ' - W CABLE 25N 58X 24 H83N 21/2 " -3" 70 26' . 45' 1000W HEATER 210# 82 X38 HB3NS 21/2 " -3' 63" 26' • 46' .I500W HEATER 340# 25 x 38 1193E A '•a' 70' 26" sr 1600W HEATER • 3669 82 x 88 HB3ES 212' ' 3' ., 83' 26" +65' 15ooW HEATER 4251 95 x38 1183000 2 1(2" .4' N 45' 335' 35' 1000W HEATER 155* s7 a 47 J HE34000 4'.6'I4) 53' 44' CA' 1000W HEATER 9000 65 X 68 HB5000 8'- 10'(14 62" 52" 50" .1500W HEATER 3401E 74 X64 HB4FEM 21/2' -4"(N) 41 41' 45' 1000W HEATER 210f 53X53 HB6F M 6 "(N) 4T 47' 43" 1500W HF,ATFR 2408 57 X f7 HBBEM 8'(N) 53' 53 66" 1500W HEATER 300# 63 x 83 HBIOFEM 10'(N) 62' 54' 56' 2000W HEATER 4901 74 X 66 ALUMINUM HB4N 4' - Go" 32' 50.5' 2000W HEATER 370s 102 X44 MB4NS 4' 102' 32' 50.5" 2000W HEATER 400# 114 X 44 HB4E 4" 90' 32' 57.5' 2000W HEATER 440# 102 X 444 HB4ES - 4' 102' 32" 57.6" 2000W HEATER 450# 114X44 HB6N 5' 105' 36' 53' 2000W HEATER 450# 117X48 HBBNS 6" 125' 36" 53' 2/1500W HEATERS 475# 137 X 48 MINE 6' 105' 36' 64' 211606 - W HEATERS 500# 117 X 48 'BEES 6" 125' 36' 64' 2/1 500W HEATERS 525# 137 X48 NEON or 118' 40' 68" 2/1500W HEATERS 540# 130 X 52 MB8NS e' 142" 40' 58" 2/1600W HEATERS 5500 • 154 X52 HBBE B 118' 40" 74" ' 2/1500W HEATERS 575# 130 X 52 HBBES 8' 142" 40' 74' 22000W HEATERS 610# 154 X52 I1B ION 10" 14Z' 42' 65' 7 600W 3' =L -00# 154 X 54 MB10NS 10' 172" 42' 65" 2/2000W HEATERS 67E9 184X54 H510E 10' 142" 42' 85" 2/2000W HEATERS 700# 154 X 64 1101DE3 10' 172' 42' 85' 2/2UoOWHtATEH6 775# 184'X54 F. - ,;" modtticeUons r : , •,u .:.i • , - i• to seal • , ,. , • treat • See SI TRIX for baisms oI stan Ile tri 8FP make &modes Headrlp Cables are UL Lktea t CEA Celncel • Hooters are La. Listed • Electric service must be In accordance Itel N.E.O. end local eettiner> e • GFI may be required • ■ 30" cenleiGrre tractfk,w prevenOOn Crevice mounting. (N) = Enclosure; designed for "N' pattern valves. (Ter) are Me modular DESIGNER Series^". (Also available In "flip top' style as "FE'.) N • MRS.: E - OS&Y Er toeed: S • ads-trainer UNITS DESIGNED TO: 1. Enclose valve handles Ind sterns of non - rising stern (NRS) valves. 2. Enclose valve handles and sterns of open stem 6 yoke (OSRY) valves a. Ole vtweet too stems gm be sraam'"nvJateLlLHAR Jc ea *imam. wifiLizame 60e SERIES Regulators 1/2 "Thru 2" OPTIONS ~ h ♦ ". k ; 7: fn., .K. Model 600C Same as 600 except union end connection standard. available 3/4" thru 2" female copper sweat. Model 600HR Model 600HT Model 610 MODEL 600 FEATURES O Sizes: 1 /2 ", 3/4 ", 1%1% 2" O Pressure rated 300 psi LI Spring range 25 to 75 psi; factory set at 50 psi O Maximum tomperaturo 180 °F O All bronze body and bell housing provides durability and long life : O Built -in by -pass; prevents buildup of excessive system pressure caused by thermal expansion ' o Union end connection standard and available 1/2" thru 2" in FNPT O Integral stainless steel strainer C! Nylon reinforced Buna -N diaphragm O Renewable stainless steel seat 1 Balanced pistoh design O May be installed in any position O All internal parts corrosion- resistant O Serviceable in,line O Available tapped and pillaged for gauge (optional) O Available tapped with gauge (optional) O Available SC for meter box and below - ground applications (optional) O Available with BSP threads 1/2" thru 2" (optional) O Listed: ASSE -1003, IAPMOO listed, CSA, City of Los Angeles • Same as 600 except sprin go Is 76 -126 psi, factory set at 66 pci. ►til S'S''1. e %! 4i;"!rc�F' a ... rn y � . l ire C ,} • ; ., .s ✓• r. • , rs l� '{ , If , l �,�"�ja ..Y' � .y �( ;i�' :S w. i Same as 600 except for high temperature application up to 210 °F. Model 600LU Same as 600 except less union; female by female NPT. Model 6001-PC Settle as 600 except spring range is 10 to 35 psl, factory set at 20 psi. • G,3 !: ; ;, ' "+ r r •'�u r ;.: * I:IG t i' . . ,. W��+ k6r — VMAl , g � , 'rl3"s:A, - 5 fig Same as 600HR except rated for 400 _psi: COR 16 LTR #. 1 1 4 0 "" ems/ 1 1 120012. $12E i CONNECTIONS DIMENSIONS (mm) w SMGPING WT. ( A A r. n 600 12 SINGLE UNION 131.3.7 169.76 31.7s 90.00 1.38 C 13 LESS UNION 114X 15575 31.75 68.09 130 600 CO 5041L0 UNION 135.49 139.70 31.75 69.09 1.38 - 600 20 - � LE5 UNION 120.40 13970 31.75 89.09 , 1.38 GIN 1' 0 -5 UM N 15037 104.10 00.60 S'.5$ 227 690 25 LESS UNION 146,05 164.16 50.00 64,55 2.27 MA Alt SINGLE UNION 100.05 203.20 6020 99.37 0,18 600 40 SINGLE UNION 23241 25430 83.50127.00 5.00 6.61 0� 60 SINGLE UNION 250.35 304.60 7023 105.10 9.53 MODEL 31ZE CONNECTIONS DIMENSIONS On.) SHIPPWG WT, Oba) • A a C D 600 142' SINOLEUMON 6.25 693 1.25 272 3.0 600 1J' LESS UNION 4,60 895 1.25 2.72 3.0 600 314' SINGLE UNION 5.35 6.S0 1.25 2.72 3.0 500 314' LESS UNION 4.110 650 124 272 3,0 600 1' e*NOLE UNION 6.10 725 3.00 3.35 5.0 600 1• LE33 UNION 5.73 7.25 2.00 3.95 50 6110 ` 1 we A NM 0I INMN 7 17 6.m 9 m 9 O7 7 n 600 11/2' 31NGL.EUN10N 9,12 10.00 2.50 5.00 13.0 600 2" SINGLE UNION 1035 12.00 3.00 6.00 21.0 6OSERIES 112 " Thru 2" DIMENSIONS & WEIGHTS 20 415 0, 410 O J 5 LL 0 0 AMERICAN STANDARD METRIC STANDARD FLOW CHARACTERISTICS Model 600 1/2" thru 2" (AMERICAN STANDARD) 1 "3/4" 1" 11/6" 1 we 2" _____ •• • 20 40 60 80 PLOW RATCG (u.:. crnn) 100 90 Pi 60 r y 30 0 Model 600 13mm thru 50mm (METRIC STANDARD) 20 25 32 40 50 mm 120 13 • serAIF � 1111111 • • . Oww 2 FLOW RATES NO 6 17 0 •0 C Sense 009 Reduced Pressure Zone Assemblies Sizes: 1 /4" - 3" (8 - 80mm) 009 QT U009 AOT Series 009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumbing codes and water eutrtorfty requirements. This Series can be used in a variety bf installations, including the prevention of health hazard cross connections in plping syTtems or for contain- ment at the service line entrance. The 009 Series features two in -rite, independent check valves, captured springs and replaceable check seats with an intermediate relief valve. Its corn- pact modular design facilitates easy maintenance and assembly access. Sizes 1 /a" -1 (8 - 25mm) shutoffs have tee handles. Features • Single aocess 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 - Ye - 2" (8 - 50mm) • Fused epoxy coaled cast iron body - 21/2" and 3" (65 and 00mm) • Ball valve tot cock9 • sawn:Wes slotted - Ye - 2' (8 - 50mm) • Large body passages provide low pressure drop • convect cgwrA envInO des:IOn • No special tools required for servicing Materials Sizes '4" — 2" • bronze oody construction • Silicate rubber disc material In the first and second check plus the relief valve • Replaceable polymer check seats for first and second checks • Rennovabic statnless steel regri6f, valve seat • Stainless steel cover bolts Slaps 2'k" 3" • (FDA approved) Epoxy coated cast iron unibody with bronzes seats • Relief valve with stainless steel Seat and trim • Bronze body ball verve test cooks Pressure "- Temperature Sizes 3/4" - 2" (6 - 50mm) are suitable for supply pressure up to 175psi (12 bars) Water temperature: 33°F -180 °F ( -3 °C - 75 °C) Sizes 21/2" end 3' (65 and 80mm) are suitable for supply pressures up to 175psi (12 bars) and water temperature at 110°F (43 °C) continuous. 140 °F (60 °C) Intermittent Available Models Sizes 1/4" - 2° Suffix QT • quarter-turn, full port, resilient seated belt valve shutoffs S • bronze strainer LF - without shutoffs AQT - elbow fittings for 360° rotation Fre - 2" only) RO - eUmm only) PC - internal Polymer Coating I.H - locking handle ball valve bandies (ubere positicxi) SH • stainless steel ball valve handles Prefix C - integrated strainer and clock - " only) (20 - 25mm only) U - union connections Sizes 2 and 3" Suffix NR3 • non - rising stern resilient scaled gate valves OSY - UL/FM outside stern &yoke resilient seated gate valves LF - without shutoff valves S - non-epoxy strainer S -FDA - FDA epoxy coated strainer OT-FDA - FDA epoxy coated full port ball valve shut -offs 14 For additional information, request ES - 009. 009 NRS Relief Valve Assembly Approvals e 0 ustred ASE, AWWA, CSA, IAPMO Approved by the Foundation for Cross- Connection Control and PNydraulic Research at the University of Southern California Approval models QT. AQT, PC, U. RS, OSY. UL Classified - 2" (20 - 50mm) (LF models only), 2W and 3" with OSY gate valves. i i.tor,, ,.... i j i t.• ... i . , 1 t :Ir .: Mal :. ..-;., • ,, ..: A i. mm ..!; .. . C In. mm ... ... ...:v.. u M. mm e At mm "....-- '' 1 In. mm : : ' : ;'. a A rnm .: ' • :, .:.7-,• u in. mm 1,...;:::.1114.2..:.,.: Art M. mm • N In. no lb& MIS. 0091F." .. ff4" • t6 • ...:-;. I ".•:- . • :414. - VA,. '77 .- ' lfilA 'f — 4 . 10% M . 0090SY 6K6 ' 21/2 65 'ill •• 65i 931/2 845 1* /lit; 15'4 403 ''fics. ,bb ' 41/2 11416¼ 4fit. 7 111 - • . 41/2 416 iffif 416 181/2 460 183A'46 7% 197 7% 1.67 . um 270 itiii. tto.. 10 254 1(1:: 641.:61•4 61/2 165 166 (b ft§ ' "66 close 21/2 66 N1/2 845 6 • . 114 16% tr 1814 46n '45 ri A 197 •104/6 10% . 270' 10 254 61/2 165 : 178. 150 68 - ,.76 - ' OWY . I id • • • • _152 —• -•-, IM 114 —. -•- fa --I -.• im ickr.'0 . . 34 0090SY 3 80 141/2 870 181/2 470 41/2 114 16% 422 • 181/2 460 81/2 222 10% 270 101/2_ 257 7 178 198 90 • MOS 3 • '60 • 34 676 ii3/i •b2 4W 114 igvo 422 it% ..480 8- 2i2" ro4 It 10t 257 7 OA .1i:ri i§"i 00901 3 80 341/2 870 7 178 41/2 114 16% 422 181/2 460 8% 222 10% 270 101/2 257 7 178 158 71 Dimensions - Weight 009 4 2" 3/4 1 v4 • 20 11/2 32 2 • 50 009 2' and 3" A In. mm 10 250 103/4 03 ; 1734 4.41 21% 543 4% 117 47 = " qF • 6 150 • to 197 c mm 0 mm • • •17 1'/ 32 11/2 38 64 7 31/2 • 83 1 rnm 514 140 • 71 0. 1 . 4 4W• 61/2 171 IMEakr;. 11W 289 : 91)37. :VW 131/2 343 • • 2% 60 • 3 W6 si OA 1 13 .1V• 1.41. • an ••■■•■• •■• ab. N mm 21/2 64 f al%437. - Ar i l 70 31/2 89 • • i2r (Qs. ' !:2`; 5 2 2E 0 3 7 5..T27:73 7": 15 6 . 30 13 Note; The installation of a drain line Is recommended. When installing a drain Me, an Er gap is necessary. See page 28. IMPORTANT inquire with governing authorities for bcE instailation requirements • ow.. 15 v(ivaicuui si;qa rim 404(401)110 July 9, 2007 MK Property This price excludes the following: 1. Off hours. 2. Installation of Knox adapter. rIAL Di01i D iVL'.7F 1_JUU1 Fire Systems West, Inc. 219 Frontage Road North, Suite B • Pacific, Washington 98047 -1023 • Phone (253) 833 -1248 • fax (253) 735 -01 13 Attention: Laura Farmer Fax: 425 -888 -3032 Reference: Fire Protection Sprinkler Systems - Tukwila Park Shopping Center Fire Systems West will provide materials and installation labor to replace existing Fire Department Connection and install a new 5' stortz fitting with the new Knox lock adapter, for the amount of $1,556.00 plus applicable state and local taxes. Note: Knox adapter is installed by the Fire department after it Is ordered. All work will be performed to the standards of NFPA 13 and will be subject to review grid approval by the City of Tukwila This price is for work performed during the hours of 7:00 AM to 4:00 PM unless noted otherwise and will remain in effect for thirty days, after which it will be subject to our review... If you have any questions or comments regarding this proposal please free g ontact oar office. Thank you, FIRE SYSTEMS WEST Ji Turk Se ice Manager Accepted B Purchase T Title: Date: hone: yam' 7b,Sl/,2, July 12, 2007 Jose C. Garcia 27925 133 Ct SE Kent WA 98042 Sincerely, Enclosures File: D07 -169 Cizy of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 1 to Correction Letter #1 Development Permit Application D07 -169 Garcia Residence — 668 Strander BI Dear Mr. Percich, This letter is to inform you that your reapplication received at the City of Tukwila Permit Center on July 11, 2007 is determined to be incomplete. Before your application can continue the plan review process the following items from the following departments needs to be addressed: Building Department: Allen Johannessen, at 206 433 -7163, if you have any questions concerning the attached comments. 1. Please provide response to previous correction letter. 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. Ak°4411- hall cian P:\Permit Center\lncomplete Letters \2007\D07 -169 Inc Ltr #1 to Corr Ltr #I .DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 VIS.Vf bVVI ILV iiIiV Van &VV ilV VTli VYLib1 VVDUWV{L1i14Q • • BAKER COMMODITIES, INC P.O Box 58368 Seattle, WA 98138 TEL (206) 243 -7387 TAX. (206) 243 -3412 FACSIMILE TRANSMITTAL COVER SHEET DATE: 0 ate TO: aS TO FAX NUMBED: FROM: 07 id BAKER COMMODITIES INC 4 ttcd P.Q. Box 56363, Sexttte. WA g$13K �'�'dt...WstQdaride (2 6) 243 -7.3;% FAX t200) 243.3412 SEATTLE WASHINGTON FAX NUMBER: (Z06) 243 -3412 NUMBER OF PAGES (INCLUDING THE COVER SHEET): RESPONSE REQUIRED: YES: NO: --r � roWzs - r Qom If you have any questions regarding this transmittal, or didn't receive all the pages, Please contact: This facsimile contains CONFIDENTIAL INFORMATION intended only for the use . oldie addressee named above. If you are not the intended recipient of this facsimile, or the employee or agent responsible for delivering it to the intended recipient, you are hereby notified that any dissemination or copying alibis facsimile is strictly prohibited. If you have received this facsimile in error, please immediately notify us by telephone and return the original facsimile to us at the above address via the U.S. Mail. Tkanit you. 1/tool/void RECEIVED JUL 202007 TUKWILA PUBLIC WORKS . V1tdd/ YVVI 111U Yit I lia VV i=V Vlli LYII41 VVIWI1UL416U MER'S NAME COMMODITY BAKER COMMOdmEs INC, P.O Box 68368 Seattle, WA 98138 (206) 243 -4781 • FAX (206) 243 -3412 DATE L� -Tc % � !/ d 7 Yakima Division • Portland DMsion —7-774p SIZE Trap condition Good Fair Poor Frequency of service 0.K9 Yes No Comments or Recommendations very Poor Change To PROOF OF SERIVcE INVOICE TO FOLLOW / RECEIVED JUL 2 0 2007 TUKWILA PUBLIC WORKS • NO. 20150 B,1( T ?asp Z� 9 -S / 33 Ste' Icedr no It 2+ 509.882.2123 5032891221 AMOUNT c+'1-I69 gelVVi1 VVY MER'S NAME 1 BAKER COMMODITIES INC. P.O. Box 58368 Seattle, WA 98138 (206) 243 -4781 • FAX (206) 243 -3412 DATE / ? .71; 1y a 7 DMsion . Portland Division SIZE Trap condition Good Fair Poor Very Poor Frequency of service 0.1C7 Yes Na Change To Commems or Reco ICE 10 FOLLOW gat, TAX 0 NO. 20150 L sms I33 -GT S.L: ICZNir 7go4a 509882.2123 503-289.1221 AMOUNT CITYOF *m /JUL 2 0 2007 PEskorrecnt FAG MILE TRANSMITTAL COVER SHEET DATE: V a TO: 5 TO FAX NUMBER: 2- FROM: SEATTLE WASHINGTON FAX NUMBER: 0206) 243 -3412 NUMBER OF PAGES (INCLUDING THE COVER SHEET)- RESPONSE REQUIRED: YES: NO: BAKER COMMODITIES, INC P.O Box 58368 Seattle, WA 98138 TEL (206) 243 -7387 FAX. (206) 243 -3412 If you have any questions regarding this transmittal, or didn't receive all die pages, Please contact: This facsimile contains CONFIDENTIAL, INFORMATION intended only for the use . of the addressee named above. If you are not the intended recipient of this facsimile, or the employee or agent responsible for delivering it to the intended recipient, you are hereby notified that any dissemination or copying of this facsimile is strictly prohibited. If you have received this facsimile in error, please immediately notify us by telephone and return the original facsimile to us at the above address via the U.S. Mail. Thank you. BAKER COMMODITIES INC. Otutribi A.O. [Sox 56363. Seattle.. WA 9$13B (20 3 7 1206) 243-3412 To: Jim Morrow City of Tukwila Mr. Morrow Lara Pharmer C Property Services From: Lara Pharmer Phone: 206.433.7161 Fax: 206.431.3665 Date: July 10, 2007 Pages: 9 (including cover page) Subject: Tukwila Park Shopping Center - Water System Modification Attached please find the contractor proposals for modifications to the water system`as required in your letter dated June 15, 2007. Both of these proposals have been accepted by the Landlord and the parts have been ordered by the contractors. We anticipate completion of these projects within the next 2 weeks, or upon receipt of the parts. Please advise if there Is anything else necessary for your approval of the tenant improvement permit being held for El Manantlal Restaurant. CIT OF T JUL 1 1 /007 F'E M4J CENT R CORRECTION LTR# --(01 Acclaim Plumbing &Drain, Inc. Site: Tukwila Park Shnpping Center 690 Strander Blvd Tukwila, WA 98188 "QUALITY SERVICE AT A FAIR PRICE" Proposal #90423 RE: Estimate for Water Service Backflow Prevention Device Attn: t AIWA Pharmer — MK. Properties Ph # 425- 888 -2993 Fax # 425 888 - 3032 Job Description: Acclaim will dig down to necessary area. We will then construct a concrete pad with necessary piping. We will install one RPDA 14" Reduced Pressure Backflow Assembly, 009 whats. All fittings will be Brass. We will also install a new 1' /a" Wilkins PRV 600L. We will also install a new Hot Box. Acclaim will be responsible for all permits and inspections. All work will be done per code. Site will be left clean. Exclusions: Testing of Device is not included. Testing must be done by others. * *`Any extra work beyond this proposal will be advised to the customer and additional charges will be added w rhts proposal per customer approval. * ** Price: The price is based on current condition as described above. The Price includes all materials, labor, permits, and equipment. Price will be S4,702.35 plus tax. Balance must be paid within 30 days from completion of work. This estimate is good for 30 days only. Note: All work is based on current conditions. We reserve the right to change the price if conditions change. Acclaim will not be held responsible if unforeseen obstacles and conditions occur beyond our control. Guarantee: All work will be guaranteed for one year from the date of completion. Work Authorization — I, the undersigned, am the nwner or agent, and hereby authorize all work that has been outlined to be performed. Authorized Sign Date If you have any q ions, please call us at (253) 852 862 4ECEIVLD Dennis W. Smith — 253 - 431 -6844 CITY OF TUKWILA /1)4/ (RNLI CORRECTION LTR# Jul 1 1 ?007 frE j�v T CENT L3 626 S. 312TH ST. FEDERAL WAY. WA 98003 2538528626 June 19, 2007 Jose G. Garcia 27925 133 Ct SE Kent WA 98042 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -169 El Manatial — 668 Strander BI Dear Mr. Garcia, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. At this time the Fire and Planning Departments have no comments. BuildinE Department: Public Works Department: Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3760. encl File No. D07 -169 City of Tukwila Department of Community Development Steve Lancaster, Director P:\Pemrit CentetCCorrcction Letters \2007 Correction Ur #1.DOC jem Steven M. Mullet, Mayor Allen Johannessen at 206 433 -7163, if you have questions regarding the attached memo. Joanna Spencer at 206 431 -2440, if you have questions regarding the attached memo. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Suoi , 4.10 Date: June 1, 2007 Project Name: El Mantantial Permit #: D07 -169 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The occupant Toad shown for the dinning and reception area brings the occupant load to 48 occupants. However the seating shown induding the reception area brings the count up to 60 occupants, not induding the kitchen and office area. Using the Table 1004.1.2 for occupant allowance of 15 sq. ft. per occupant shall not comply where Section 1004.7 takes in account the occupant Toad shown by number of seats and seating booths. Please adjust the number of occupants indicated or provide additional information necessary that complies with occupant count of the total restaurant. (IBC Table 1004.1.2 & 1004.7) 2. Since the occupant bad exceeds 50, two exits are required for the restaurant. However exiting shall not be interrupted by any building elements, fumishings and shall not pass through kitchens, storage rooms, dosets or spaces used for similar purposes. Revise plan to meet egress requirements where egress path shall be dearly defined. (IBC 1003.3.3, 1003.6, 1013.2 & 1014.2) 3. Show exit sign at center arch way to identify exiting. In addition identify egress path illumination with emergency lighting. (IBC 1006 & 1011) 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 www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: June 15, 2007 PROJECT: El Manantial Restaurant TI 668 Strander Blvd. REVIEW #: 1 PERMIT NO: D07 -169 PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. 1) Submit records of last grease interceptor service /maintenance /pumping to assure that it is maintained properly. Please note that every three months the owner shall completely pump out the interceptor. Businesses that generate small amounts of grease may, with the Public Works Director's approval, pump the interceptor on a six-month schedule. 2) 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. Since the 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 including installation of an approved backflow prevention on the fire line and the domestic water supply to the building. The City has determined that the subject building has deficiencies on domestic water service line. a) Domestic Water Service A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPPA) shall be installed immediately downstream of the existing permanent water meter. Installation at another location requires the Public Works Director's approval. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4" concrete pad. Public Works strongly recommends a power supply for the freeze protection enclosure. On your site plan please show the property line(s), street name, North arrow, building location and size of existing permanent water meter and proposed RPPA. Show manufacturer name and backflow model number. Submit RPPA cut sheet. b) Fire Prevention The existing Fire Department Connection (FDC) shall have the existing siamese connection replaced with 5" Locking Stortz Caps. They are manufactured by Knox. Please contact the Tukwila Fire Department at (206)575 -4404 to obtain order forms and place the order. Additional fitting may be needed for this modification. Please note that per NFPA 14, 2007 Edition, Section 6.4.6, Fire Department connections shall be not less than 18 inches or more than 48 inches above the level of adjoining ground, sidewalk, or grade surface. I have enclosed Development Bulletins C5 and A9, which spells out design and installation requirements for cross connection control. A separate letter was mailed to BC Partners, representing the property owner. The Public Works Director will withhold issuance of this Tenant Improvement permit until the Permit Center receives plans for RPPA installation or a bond in the amount equal to 150% of the design, installation, and RPPA testing cost together with a letter stating the installation by a certain date. (P:Joanna/Comments 1 D07 -169 PW) Joanna Spencer - Re: EL Manantial Rest- rit remodel © 668 Strander BI CC: Han Kirkland Hi Joanna, Bryan »> Joanna Spencer 05/09/2007 11:50 am »> Bryan Are they current on their backflows ? Question for John: Do the have a grease interceptor in place already ? Thanks, Joanna D07 -169 Page 1 From: Bryan Still To: Joanna Spencer Date: 05/09/2007 3:27 pm Subject: Re: EL Manantial Restaurant remodel @ 668 Strander BI D07 -169 They are not current on existing backflows Fire was due in March and irrigation in April. Need RPPA on domestic, this is strip mall with dental facility. It is a table 9 mandatory isolation, certified letters have been sent to property management requesting installation of device. Fire needs Stroz on FDC AMR o.k. Thanks PERMANENT FILE COPY ACTIVITY NUMBER: D07 -169 DATE: 07 -12 -07 PROJECT NAME: EL MANATIAL SITE ADDRESS: 668 STRANDER BL Original Plan Submittal X Response to Correction Letter # 1 X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS: 0 Bu 'I; ingDivision Public Works (� -f) Complete Comments: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES/THURS RO ING: Please Route Structural Review Required REVIEWER'S INITIALS: Approved with Conditions DATE: DATE: Planning Division ❑ Permit Coordinator n DUE DATE: 07-17-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required El DUE DATE: 08-14-07 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -169 DATE: 07 -11 -07 PROJECT NAME: EL MANATIAL SITE ADDRESS: 668 STRANDER BL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: tA " at �'vision Bull ing Public Works PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thyrs.) Complete ❑ Comments: Documents/routing slip.doc 2 -28-02 TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Incomplete DATE: Planning Division C ❑ Permit Coordinator E DUE DATE: 07-12-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: No further Review Required DUE DATE: 08-09-07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -169 DATE: 05 -08 -07 PROJECT NAME: EL MANANTIAL SITE ADDRESS: 668 STRANDER BL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: • ed, V Buii dig Cfivision Public Works pi�4 AL IP 1 O1 DETERMINATIQN OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: PERMIT COORD COPY � PLAN REVIEW /ROUTING SLIP C't Fire reve n o n Structural Incomplete No further Review Required DATE: 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 KA 1et.I* %& Planning Division Permit Coordinator E DUE DATE: 05-10-07 Not Applicable C n DUE DATE: 06-07 -07 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: — ( — 01- Plan Check/Permit Number: DO7 -169 Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: El Manatial Project Address: 668 Strander B1 Contact Person: ZOSE CNied -C.t A Phone Number: ( Summar of Revision: 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 Z \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director ortylo !JLIL 12 ; 1174 ' 4 pFRM�r cRNr�ti Date: Response to Correction Letter # City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # Plan Check/Permit Number: ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 0 1 6 0.A\ a,tAA'1 .2J1 P-02,1-0A,‘40,,„A- -Pet,,--ci.a, Project Address: 665 5 cLeAr 513 d Contact Person: L,17e01 Phone Number: (4zs) veep-- 2/ 73 Summary of Revision: 'Ter T (7,0 wt frvi,e f ( ei Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision M941011 Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Do']- 164 RECEIVED CIT CIF TUKWILA Jilt 1 1 ?0j7 [ EF;to r cE.NT R License Information License FALAGEC966NK Licensee Name FALAGAN EXPRESS CONSTRUCTION Licensee Type CONSTRUCTION CONTRACTOR UBI 602212060 Ind. Ins. Account Id #1 Business Type INDIVIDUAL Address 1 3120 153RD PL SW Address 2 City LYNNWOOD County SNOHOMISH State WA Zip 98037 Phone 2063551364 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/12/2004 Expiration Date 8/12/2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 CBIC SF5405 08/12/2004 Until Cancelled $12,000.00 08/12/2004 Business Owner Information Name Role Effective Date Expiration Date FALAGAN, HECTOR R OWNER 08/12/2004 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. I Savings Information https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= FALAGEC966NK 07/18/2007 4 GENERAL NOTES 1. The service requirements shown on these plans are for food service equipment specified by Smith & Greene Company These plans are prepared and furnish for the purpose of indicating equipment service requirements and rough4n spotting locations only and do not relieve the General Contractor, Sub - Contractors, or other Involved trades of the responsib1 Iy of the above parties to consult with the architect. owner or his representative concerning all other requirements of the bugling. 2. All miscellaneous parts and Items knckrdng grease Crops. grease interceptors. faucets. valves, traps, him. wiring. magnetic starter, disconnects. electrical panels, thermal overload protection. cords. and plugs, etc. are suppled by the appropriate subcontractor unless otherwise specified on these plans or by separate mitten contract. 3. Plumbing. electrical, and refrigeration rough4n and final connections and hook-up shall be provided and performed by the respective subcontractors in compliance with opplcable national, state. and local codes. Alt rough4ns ore subject to change and verification pending the final selection and location of all equipment. 4. The General Contractor shall provide and instal the proper backing for wall and ceiling mounted equipment, shelving, brackets, braces, table cant/ever bases, stool cantilever brackets. hand rang. etc. As required and Indicated on the Smith & Greene Company plans specifications and equipment brochures. 5. All Items noted "existing, vendor, future, by otter, and NIC (not In contract}" shot be verified by the respective subcontractor for size and requirements prior to rough -in and final connection. 6. The General Contractor shall provide floor, wall, ceKng, and roof penetrations, and sleeves for refrigeration, syrup, inert gases, beer fine(s) to accommodated the requirements and proper installation of al food service equipment. 7. It shalt be the responsibNity of the General Contractor to provide weather protection for all roof, floor and wall penetrations prior to and during the itstoIk Iiion of the food service dealer's equipment and furnishings. 8.11 shall be the responsibHty of the General Contractor to properly seal all floor, roof and wall penetrations as required after the installation of the food service dealer's equipment and furnishings. 9. ft shalt be the responsibilly of the General Contractor to notify Smith & Greene Company of any corectiors. comments. or revisions on the plan set as approved for balding permit, immediately upon receipt of said plans and permit. poor to site construction. All dimensions shown on these plans are measured from finished walls. floor, ce8ng, and/or centerlines of Wily rough -ins. The sub - contractors shall make necessary allowances for finishes during rough -In as required. 01 � - fir :ru'�'�G : :�G `r£lC' .: � s ' .. y - -s:--- -_ HEALTH DEPARTMENT CRITERIA OWNER: see general information section CONTRACTOR: see general information section WATER & SEWER: Municipal EMPLOYEES: 3 EQUIPMENT: oil equipment is NSF approved INFERIOR WALL SURFACES: Smooth finish & FRP wainscot in rest rooms and 2' above all food counter areas and ssutcs. Hond snIc1 s to use laminate. LIGHTING: New or Existing with min. of 20 foot condles (215 knc) of fight in all food prep areas and 10 foot cantles (100 knc) in storage areas. Shatter shields will be provided in food, work and storage areas. FOOD: 100% prepackaged and )00% single service HAND WASHING: A wall mounted single service towel and soap dispenser shall be provided 01 each hand sink SINKS & LAVS: Al sinks and lavatories shot be suppled with hot {min. 120 degrees F) and cold running water under pressure with a 7' air gap between discharge and floor sink. Al sinks and lavatories shol comply with EHP-883. Hand sinks to use laminate FAUCETS: Al faucets shat have a combination faucet. Mop sink faucet shag have an anti-siphon device FLOOR SINKS: Al floor sinks stag be easily access+ble and cleanable WATER HEATER: Water Heater shal be 80 gat commercial type and stud provide 4500 to 6500 wa age Resiroom fo be 'ankle-1s. s. Lovay to use Hof wafer dispenser. STORE HOURS: Store hours shag be a maudmum of 12 per day_ Store is open from 10:00 a.m. to 1000 pm mon. - sun. NOTE 24 hours nolilication to the health department is required fa al kspections prior to store opening. Prosect must meet county and stole health department regulohons aiterio. et • fi r L • k �•. r'.... C1 �3i� to t ^C ^ ^3 t: " .: t::. ; :ou's pr :cr apf:rr:_I cf f .:vis :cri:. wi:t r :t:L - 3 a new p!c sub:rata! ra:.y include adde..onat plan review fees. BXHJBff l A' 1.BOALD TI64 . ;Ai that Mettle nil profit* a>Aeiiee lo 'Utak Casty or Toro. sties of wa 4 4 11 0% bobiosgae lona'NNoiNaid%Abaoa 2S,To SII 23WaftRo e4Fate. WWY; and being mono*Sob*deaeab.iisfoBoeeec • - Gi iefie p 0 a p ort oo ti e �r of 00 1 00 V o y 1 * . t8 IM ill a point %e1deh Mao bouot avorsr.we a a0.00 lase r►om Sr anraer 14 Iwo& at .11$00/ : flake tea * boa Ian posit i Be. mind ____ d lia[•*ioy °. soft frtrsor teitarAo lest mimeo mow ?meta WO a fa 1R E aaarr OF BsoBillti It 1100 . Soar► os! err E. penal oh to tikes,. of wwi Vrr s eft r 3e�r.73faoliotlro b. no* if. foe ;mash Web* teiir lsi With elr'oi' oat 6000110 Bye iio or s ova is Tea alit 1044 a ANN: of sa ne amt a oieiiak eeo0ta - -a4f"t see* NO Wit: fie i1. it trpobieaiSe. koeie3f/ 41 all etc Ni � of iiin eeoi m all sell e g e larIes y Need sr Ow bet fa1.7a flit l a n e s . Nosh > X e c r rut 7 1 2 2 feet b ! j en fyi tiaeleeli el.tdaoi of tali IM it VagWO intto TRUE !DOW OFBEOtlW003. . - . l • VICINITY MAP • c wt �.,j - = { w � �! �i- • c�- Lt >�t ai 1� �S -r�'`� r .. �. •. �c •atit� i; • :3t' :> >. - .:3,�_... �.t -- -� 4 '_ ;•� TENANT INFORMATION: DBA: CONTACT: ADDRESS: SUITE: CRY: STATE: ZIP: PHONE: FAX: EMAIL: STORE LOCATION: STORE NUMBER: LOCATION REFERENCE: STREET ADDRESS: SURE: CiTY: STATE: ZIP: COUNTRY: LANDLORD INFORMATION: NAME: CONTACT: ADDRESS: SUITE: CITY: STATE: ZIP: PHONE: FAX: EMAIL: • • • • DINNERS DONE RIGHT CONTACT El. MANANTIAL JOSE & JANNETH GARCIA 27925133RD CT SE OM NAME JOSE GARCIA PHONE: 425-351-2727 FAX: 253- 630.3094 EMAIL: pelonl8@peoplepc.com GENERAL INFORMATION KENT WA 98042 425 -351 -2727 253430 -3094 pelonl 8@ppeoplepc.com 01 TUKWILA, WA 668 STRANDER BLVD. - TUKWILLA WA 98188 USA AND TENANT INFORMATION: DBA: CONTACT: ADDRESS: SUITE: CITY: STATE: ZIP: PHONE: FAX: EMAIL: NAME: CONTACT: ADDRESS: SUITE: CITY: STATE ZIP: PHONE: CEL: EMAIL: CODE REQUIREMENTS • • • • • • • • CONTRACTOR INFORMATION: S & G TEAM CONTACTS: NAME JERRY WHITEHEAD PHONE: 1400 -232 -8050 FAX 1- 425- 988.6729 EMAIL: Jenyw®smtfheridgreene.com THIS DRAWING AND THE INFORMATIONAL CONTENT HEREOF IS THE CONFIDENTIAL PROPERTY OF EL MANANTIAL MEXICAN RESTAURANT AND IS PROVIDED SOLELY FOR THE USE OF AUTHORIZED FRANCHISEES, THEIR CONTRACTORS. RECIPIENT AGREES NOT TO REPRODUCE, COPY, USE OR TRANSMIT THIS DRAWING AND/OR ITS INFORMATIONAL AGENTS AND � NFORMATIONAL CONTENT, IN WHOLE OR IN PART, OR ALLOW SUCH ACTION BY OTHERS FOR EL MANANTIAL MEXICAN RESTAURANT, OR SMITH & GREENE COMPANY ACTING FOR EL MANANTIAL MEXICAN R ANY PURPOSE, EXCEPT WITH THE WRITTEN PERMISSION N RESTAURANT. RECIPIENT FURTHER AGREES TO SURRENDER THIS DRAWING AND ANY PERMITTED COPIES HEREOF UPON DEMAND. Al f 4 SEPARATE PERMIT r.:T.IZIIED FOR: �Jded� TOTAL USEABLE FLOOR AREA 1465.83 square f TOTAL SQ. FT. IN LEASE 1,665.85 square f OCCUPANT LOAD CALCULATIONS RECEPTTON:1 /15 soil. 4 occupants DINING AREA: 1/15 sgft. occupants LLWAY:1 /llOO sq.ft. 3 occupants KITCHEN: 1/409sq ff.Z.� occupants STORAGE ROOM: 1/300 sq f1. 1 occupants OFFlCE/MINI BAR: 1/100 sail. 2 occupants RECEIVED F TUKWILA ; 0 8 ?r,: P'EMtTCE TER 1 O de vs 0 E:11 up co O N O � o 417N7 111 -4 - R 4., 0 L 6 I° ' � O 03 (tc),1 �n 00 �4,.� 0 1 to v rn LR STATE OF W I,NGTOR 03.06.07 t a to D. Er! m •- arr.• moot KC -0 INFO & SHE PtAN . KC -1 EQUIPMENT PLAN =i KC -1.1 FLOOR/DECOI PLAN KC - 2 PLUMBING DEAN KC - 3 ELECTRICAL PLAN KC - 3.1 RCP PLAN KC - 4 ELEVATIONS 1 8 i N301IWN3d tag 9 o NW V1IM)1D11OAUD 03A13O3H NOJSI/tIG NI. 'no eI!M)inl JO AID 1007 - 1nr t a3AO IddV 33NVlldNO3 3000 L NOd a3M3IA32! • ^K ,• —�,- F�y.:c;'�sT �S— `.� ° "n ° •3r • SYMMBOL DESCRIPTION MANUFACTURER 8 BASECOVE T.B.D. _ ` 40> CARPET CERAMIC FLOOR . "_...__ __ _ TILE T.B.D. T.B.D. CERAMIC ROOR T.B.D. __ ._ ..� T.B.D. • TILE ® MURAL 2 •IM3 NOT USED NOT USED FINISH SCHEDULE COLOR T.B.D. T.B.D. i WALL PAINT SHERWIN 1MU.IAMS ANJOU PEAR 6361 WALL PAINT SHERWIN WILUAMS CHIVALRY COPPER 6353 1MLU WALL PAINT SHERWIN AMS AUTUMNAL 6361 LL WA PAINT SHERWIN WILLIAMS TOTALLY TAN 6115 W ;MUMS ALL PAINT SHERWIN U MS SOFTER TAN 8141 WALL PANT SHERWIN WHAMS BAIOEUTE GOLD 6368 WALL PAINT SHERWIN WILLIAM, REJUVENATE 6620 WALL TRIM SHERWIN WUiAMS FRENCH ROAST 6069 • PER OWNER PER OWNER PER OWNER REMARKS 01 • V EQUIPMENT SCHEDULE • V' � , '`AKOAStrapteitegS HIRE .0 �,� �rnrvrovcnA; i I1µ C01 Al1QN/FAUCET`SEF CLO, rCoR O R goo*woop FORAT LEASriS SECOHDS.. t ` • :�:st��..:s..iir.�ti :r.,: r s ti '..r� PLUMBING SY$TF.><IS tHALL BE DESSGNED, . • 0914STRUCTEO ANQ-UJSTALLED ; � ACCORONWG TOIA1¢!rAPPUGiBLEtOCAL, _.: STATE 4Nr - FEDERAx sTAruES, REG(/LAT1ONS AND ORDINANCES) , Hot ,iti TER GEICIFRATION•A'ND _ DismiBUTION SYSTEAI„S L BE :.- SUFEJCIENT: 0 MEET THE SHAL PEAKHOT. .= W/. DE�AIVDS•TIfROUGHOUTTH E �- s FOOD ESTABLISHMENT_ .. .. O0D �S E/IWCE OPERAflQNAREA a00Rs. FLOOR. COVERIIYG . WALLS, WALL•, - to $,cAND.CEILINGsSHALL BE . ' •DESIGNFD,,consyRUCTEO ANO1AfstAltED : minswit) 4* h i thtitittittiocittoii with utti SO TH DU EASILYCL ���s3i ���Yy r �+s� L::u•sc . y. r i: soicootod 9!+oP f?t int .G 0 4 0 :40e j � ; rr . . S b�andshistMtif a=. , �� 10 code igWpn a !materiels, Y: ° covisb+etlon snd� S O R O TH ER SUITABLE` T HE ORDERL STORAGE OF E MPLOYEES'CLOTH/NG_ AND OTHER- POSSES . BEADYISE 7lli4 THEIIfEW i:,:ww7.011.1.0Eir. ON . . S TATEFOOOCODET RJr.. L.BEF.;f a- ERATJOIV HOLD FOODAT D 4I DEGREESFA/fHENHOR T BELOW III {DOWN FROM 45 DEES) • i :� I:!•:: _ _ ' x.31 ,',i • iiye 4144497 1;j3/ 4 3 1 4.3vniiV.»•.,i orks.i..vii, vi14.i.y i /AV NO CHANGES SHALL BE MADE WITHOUT HEALTH i DEPARTMENT APPROVAL E i �it`QAI DstuTEEL�isIL LACKS, Olt rAg;ES t4RCF EN0!lcf 1O' , , = ` ACCO*MOQATEALL SOSLEDANDCLEANED: °Irk sill. BE ltovlDED . '•NECESSAItYlITFNSJL,f�OL�NS BEFORE;t, CLEANyYG ANp AFTER SANI!w ; 4 . WAREWASHING/DISHI+IWASHINGSINK- .' COMPARTMENTS SHALGBE LARGE • ENOUGH �Q ACCQMI�ODIITE• IMMENSION OR7ME LARGEST ' EQUIPMENT AIYD UTENSILS ,-. . sta l er PPAOVED MR 30 MT IMAM •biz 3 - sit h`lc ARepVeil) • a s 0 O N : 0 c>ft-; o 000 cnc" a V v � ^O O 411 00 cli cg. 4 t u„ ,.... el C4 v Th s50.• KC - 0 KC -1 KC - 1.1 KC - 2 KC -3 KC -3.1 KC -4 Ode L. i� INDEX INFO & SIZE PLAN WMENT PLAN FLOOR/DECOR PLAN PWMRfNG PLAN E . CTRICAL PLAN RCP PLAN ELEVATIONS 03.06.07 s • j I5.r SIOABOLI DOOR LOCATION DIKBtOt/P TYPE SIOABOLI DOOR LOCATION DIKBtOt/P TYPE ( SIZE THICKNESS MATERIAL • FRAME REMARKS FINISH MATERIAL j(E)EKmY 2 B Y.0 ?-0r OUSTING swum OUSTING EXISTING ADD SIGHT TINS DOOR TO REMAN UNLOCK DURING BUSINESS HOURS O I (E) motet - C 7-0'507-Z" OUSTING DUSTING PANT Moo DOOR PAINT COLOR PER 0 1 (E)W.H. Roots 1 A 3-0' 3-0' OUSTING EXISTING PANT WOOD DOOR PAINT COLOR PER FINISH SCHEDULE EMPLOYEE RESTR ® 1 (E) EMPLOYEE 1 A 7-17117-0 005RyG � OUSTING AM P MOD DOOR PACT COLOR PER FINISH SCHEDULE O 1 (E) CLIENT RESTROOM 1 j A 3-OCT4' E USTNG DU51NG PANT WOOD DOOR PAINT E PER FINISH a 1 (E) BACK OUT 2 B 3-01ET0" OUSTING E70STTNG EXISTING EX1STBIG BACK ENTRY TO REMAIN AS IS • U31N301111113d LOW 9 0 AVW V 1 IM)IRLdOJWO 03AI303U 1 . ALL COLD - FORMED STEEL FRAMING SWILL BE FABRICATED AND ERECTED N ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS AND N ACCORDANCE WITH THE LATEST EDITION OF TIE 'SPECIFICATION FOR THE DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS' BY THE AMERICAN IRON AND STEEL INSTITUTE 2. PAINTED 12.14 AND 16 OA. STUDS AND JOISTS AND DIAGONAL TENSION STRAPS SHALL CONFORM TO ASTM A570, GRADE 60.W/ A MN. YIELD STRENGTH OF 60.000 PSI. 3. PAINTED 18 AND 20 OA. STUDS. TRACK AND JOISTS AND ALL PANTED TRACK. BRIDGING AND ACCESSORMS SWILL CONFORM TO ASTM A611. GRADE C. W/A AMA. YIELD STRENGTH OF 33.000 PSL 4. GALVANIZED 1214 AND 18 GA. STUDS AND JOISTS SHALL CONFORM TO ASTM A653. GOO, W/ A MN. YIELD STRENGTH OF 60.000 PSI. 6. GALVANIZED 18 AND 20 GA. STUDS AND JOISTS AND ALL GALV. TRACK. BRIDGING AND ACCESSORIES SHALL CONFORM TO ASTM A653, G6O. W/A MN. YIELD STRENGTH OF 33.000 8. SUDS, JOISTS AND ACCESSORIES SHALL BE PRIMED WITH RUST-INHIBITIVE PANT MEETING THE PERFORMANCE REQUIREMENTS OF TT- P-836C. STEEL SHALL BE GALV. AT LOCATIONS EXPOSED TO WEATHER AND WHEREVER NOTED ON THE DRAWINGS. 7. STUDS OR JOISTS SHALL NOT BE SPLICED W/O PRIOR APPROVAL OF STRUCTURAL ENGINEER 8. U.N.O.. PROVIDE DOUBLE STUDS AT AU -JAMBS. CORNERS, INTERSECTIONS, BEAM BEARINGS AND JOIST BEARINGS. DOUBLE UP JOISTS BELOW PARTITIONS AND AROUND ALL FLOOR AND ROOF OPENINGS WHICH INTERRUPT ONE OR MORE MEMBERS. U.N.O. BEARING STEEL STUD WALLS SHALL BE BRACED WI TEMPORARY OR PERMANENT SHEATHING PRIOR TO APPUCATION OF FLOOR OR ROOF DEAD LOADS. 9. BRIDGING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WI THE FOLLOWINO MN. REQUIREMENTS: FOR NON•BEEARRIG WALLS. PROVIDE BRIDGING AT MID.HEIO1IT FOR WALLS LESS THAN ORE QUAL TO 10'41 HIGH AND CO O.C. MAX FOR WALLS GREATER THAN 10'0 HIGH. FOR BEARING WALLS; PROVIDE BRIDGING EQUALLY SPACED AT 4'.O' 0.C. MAX. N ADDITION. BRIDGING SHALL BE PROVIDED AT ROOF LIES. FLOOR UNES AND ELSEWHERE AS NOTED ON DRAWINGS. SOUR BLOCKING SWILL BE INSTALLED IN LIEU OF BRIDGING WHERE NOTED ON THE DRAWINGS. 10. STEEL STUDS SHALL BE 25 GA 3 618' METAL STUD PARTITION FROM 0►AFF. TO 11'-5' A.F.F.- SPACING TO BE 24' 0.C. 3 518' METAL STUD FROM 11 TO 14'- 3'AFF.- SPACING TO BE 018' O.C. 3 618' METAL STUD PARTITION FROM 14-3 TO 1O'.4 A.F.F. - SPACING TO BE ®1r O.C. OR 20 GA. 3 518' METAL STUD PARTITION FROM 0 TO W.5' A.F.F. SPACING TO BE 24' O.C. 11. ALL WELDING SHALL BE PERFORMED BY WELDERS END IN LIGHT GAUGE. STEEL FRAMING WORK 12. COLO- ORMED MEMBERS SHALL HAVE T MN. EFFECTIVE PROPERTIES MEMBER 11U04'x20GA. 0 .892 2 O3 TM STUD W x 20 GA. 3.582 0.757 1618' TRACK 8' x 20 GA 2.706 0.433 1114' 13. TRACK TO CONCRETE FLOOR &PRECAST CON ROOF STRUCTURE 111131 0.145 DIAMETER. TYPE X-0NI. LAW VELOCITY FASTENERS WITH 1• MN. EMBEDMENT. 24' O.C. MAX. INSTALL PER IC BOO OR RWL 28061K' x 3W IAN ZAMAC /OWNS 24 O.C. FASTENERS SHALL NOT HIT TENSION CABLE / DO NOT CUT OR NICK 'TENDONS N PRECAST CONC. TEES. .1 - �:.?. ': o.... .-r�s..�;7 <<: <�•��'.`:�i'"�r''. -_. DOOR HARDWARE GROUP GROUP 1 1 -12 PR. 1EA 1 EA. 1 EA. 1 EA. GROUP 2 (RESTROOM) HAGER BB1279 x630x4.5 x4.5 MP. BALL BEARINGS HINGES S HLAGE F4OELA PRNACY SET GYLNWJOHNSON FB-13 x 630 FLIT STOP St:1ILAGE'NEPTUNE 626 FINISH TOP MOUNT DOOR CLOSER NEPTUNE 626 FINISH ( EXISTING EXTERIOR STOREFRONT 000R ) 1 EA LCN CLOSER 1460 US 26D TOP JAMB MOONING 1 EA. CM EXIT PULL 0112 US26D 1 EA GLYNN-JOHNSON HNSON FLOOR STOP FB 36 US26D 1 EA WWILW THRESHOLD T25-00 (FOR REFERENCE. ONLY. G.C. TO FLD VRY) 4 1 s 2 DOOR SCHEDULE TYP METAL STUD WALL DETAIL PER IBC 2003 CODES SCALE: N.T.S. CONT. 20 GA. TOP TRACK SUSPENDED T-BAR CEILING WHERE OCCURS. SEE REFLECTED CEILING PLAN. TYP. INTERIOR WALL ASSEMBLY: 3 518' METAL STUDS ! 24' O.C. WITH 6.08 GYP. BD. ON BOTH SIDES - TAPED. SANDED SMOOTH. PAINT GRADE FINISH (TYP.) FLOOR TRACK TO BE ANCHORED TO EXISTING CONC. SLAB VW POWER DRIVEN FASTENERS AT 24• O.C. - ICB0Ll2388 (TYP.) RUBBER COVE BASE PROVIDE 45' DIAL. BRACING ! THE TOP MAX. 6'.W O.C. GWB5A8' WET & KITCHEN AREA WT WATER PROOF MB 1 FRP PANELS EXISTING CONC. FLOOR SLAB FINISH FLOOR AS SPECIFIED WALL LEGEND 1 NEW WALL 1/2 HEIGHT WALLS @ 42" OR 48' w/ cap FILL - IN WALL EXISTING WALL i. 2Yz:; -'. ^- TOP TRACK CONT. 20 GAUGE TYP. SOFFIT DETAIL SUBJECT TO ALL LOCAL CODES & AREA REQUIREMENTS! SUSPENDED T-BAR CEILDIG WHERE OCCURS. SEE RE LECTTD CEILING TYP. SOFFIT ASSEAWL 35IrMETAL STUDS 24•oc WITH EO. ON TH SKIES TAP�SANDED - � SMOOTH. PANT GRADE FIIMI PER SCHEDULE SCALE: N.T.S. PROVIDE DT FASTENE STRUCTURE ABOVE a TOP TRACK w2 410 SCREWS (TYP.) AS SPECIFIED - 1 .e s393t- �.st't'�ieOgiNIR: r °" 3e- .. - �'� L f. I A Z ROOM DOOR DOOR - TYPE A SCWD DOOR PAINT GRADE • DOOR AND WINDOW TYPES vs (E) SALTY CUM PULL Ur PUSH t IIAt` XES FRONDS AO LE SIGNACEAT WIN MIRY. SEE NAM DOOR -- TYPE B DOOR - TYPE C DOOR -- TYPE D (E) STOREFRONT DOOR SALOON DOOR ALUM. DOOR . W - TYPE A INTERIOR WINDOWS DO DOOR CLOSER TYPE B (E) STOREFRONT WINDOW 20.-r FLOOR PLAN fir .,•.P • NON ICOMPSINK (E) REACH N COOLER (E) REACH N FREEZER > • UNA KC - 0 INFO & SITE PLAN KC -1 EQUIPMENT PLAN KC -1.1 ROO*/DECOR PLAN KC - 2 PLUMBING PLAN KC - 3 ELECTRICAL PLAN KC - 3.i RCP PLAN KC - 4 ElEVA1IONS 03.06.07 I'= (Theet - . i 1 1A,RuuTT t ricuuLt l I � • DOOR LOCATION! 1 TYPE 1 SQE THICKNESS I MATERIAL GLASS 1 F I RENA[RICS I 1 FINISH WERT& o 1 FRONT sroRE - # 1 1 1 I EASING 0 I A+IALIMRERS DESK A F-0 e4. I PER W WLF. PER MAMI -1______.... PER MAKIN. S BACK BORDER FINISH GIASS ONE V Y SEE TIIiOIIGH 0 f IMAGERS DESK 1 I A i 3471041° I PSI INANUF. GLASS PER NAME PER WNW. �T STELA O I K 80RDER FINS" GUISS • U31N301111113d LOW 9 0 AVW V 1 IM)IRLdOJWO 03AI303U 1 . ALL COLD - FORMED STEEL FRAMING SWILL BE FABRICATED AND ERECTED N ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS AND N ACCORDANCE WITH THE LATEST EDITION OF TIE 'SPECIFICATION FOR THE DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS' BY THE AMERICAN IRON AND STEEL INSTITUTE 2. PAINTED 12.14 AND 16 OA. STUDS AND JOISTS AND DIAGONAL TENSION STRAPS SHALL CONFORM TO ASTM A570, GRADE 60.W/ A MN. YIELD STRENGTH OF 60.000 PSI. 3. PAINTED 18 AND 20 OA. STUDS. TRACK AND JOISTS AND ALL PANTED TRACK. BRIDGING AND ACCESSORMS SWILL CONFORM TO ASTM A611. GRADE C. W/A AMA. YIELD STRENGTH OF 33.000 PSL 4. GALVANIZED 1214 AND 18 GA. STUDS AND JOISTS SHALL CONFORM TO ASTM A653. GOO, W/ A MN. YIELD STRENGTH OF 60.000 PSI. 6. GALVANIZED 18 AND 20 GA. STUDS AND JOISTS AND ALL GALV. TRACK. BRIDGING AND ACCESSORIES SHALL CONFORM TO ASTM A653, G6O. W/A MN. YIELD STRENGTH OF 33.000 8. SUDS, JOISTS AND ACCESSORIES SHALL BE PRIMED WITH RUST-INHIBITIVE PANT MEETING THE PERFORMANCE REQUIREMENTS OF TT- P-836C. STEEL SHALL BE GALV. AT LOCATIONS EXPOSED TO WEATHER AND WHEREVER NOTED ON THE DRAWINGS. 7. STUDS OR JOISTS SHALL NOT BE SPLICED W/O PRIOR APPROVAL OF STRUCTURAL ENGINEER 8. U.N.O.. PROVIDE DOUBLE STUDS AT AU -JAMBS. CORNERS, INTERSECTIONS, BEAM BEARINGS AND JOIST BEARINGS. DOUBLE UP JOISTS BELOW PARTITIONS AND AROUND ALL FLOOR AND ROOF OPENINGS WHICH INTERRUPT ONE OR MORE MEMBERS. U.N.O. BEARING STEEL STUD WALLS SHALL BE BRACED WI TEMPORARY OR PERMANENT SHEATHING PRIOR TO APPUCATION OF FLOOR OR ROOF DEAD LOADS. 9. BRIDGING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WI THE FOLLOWINO MN. REQUIREMENTS: FOR NON•BEEARRIG WALLS. PROVIDE BRIDGING AT MID.HEIO1IT FOR WALLS LESS THAN ORE QUAL TO 10'41 HIGH AND CO O.C. MAX FOR WALLS GREATER THAN 10'0 HIGH. FOR BEARING WALLS; PROVIDE BRIDGING EQUALLY SPACED AT 4'.O' 0.C. MAX. N ADDITION. BRIDGING SHALL BE PROVIDED AT ROOF LIES. FLOOR UNES AND ELSEWHERE AS NOTED ON DRAWINGS. SOUR BLOCKING SWILL BE INSTALLED IN LIEU OF BRIDGING WHERE NOTED ON THE DRAWINGS. 10. STEEL STUDS SHALL BE 25 GA 3 618' METAL STUD PARTITION FROM 0►AFF. TO 11'-5' A.F.F.- SPACING TO BE 24' 0.C. 3 518' METAL STUD FROM 11 TO 14'- 3'AFF.- SPACING TO BE 018' O.C. 3 618' METAL STUD PARTITION FROM 14-3 TO 1O'.4 A.F.F. - SPACING TO BE ®1r O.C. OR 20 GA. 3 518' METAL STUD PARTITION FROM 0 TO W.5' A.F.F. SPACING TO BE 24' O.C. 11. ALL WELDING SHALL BE PERFORMED BY WELDERS END IN LIGHT GAUGE. STEEL FRAMING WORK 12. COLO- ORMED MEMBERS SHALL HAVE T MN. EFFECTIVE PROPERTIES MEMBER 11U04'x20GA. 0 .892 2 O3 TM STUD W x 20 GA. 3.582 0.757 1618' TRACK 8' x 20 GA 2.706 0.433 1114' 13. TRACK TO CONCRETE FLOOR &PRECAST CON ROOF STRUCTURE 111131 0.145 DIAMETER. TYPE X-0NI. LAW VELOCITY FASTENERS WITH 1• MN. EMBEDMENT. 24' O.C. MAX. INSTALL PER IC BOO OR RWL 28061K' x 3W IAN ZAMAC /OWNS 24 O.C. FASTENERS SHALL NOT HIT TENSION CABLE / DO NOT CUT OR NICK 'TENDONS N PRECAST CONC. TEES. .1 - �:.?. ': o.... .-r�s..�;7 <<: <�•��'.`:�i'"�r''. -_. DOOR HARDWARE GROUP GROUP 1 1 -12 PR. 1EA 1 EA. 1 EA. 1 EA. GROUP 2 (RESTROOM) HAGER BB1279 x630x4.5 x4.5 MP. BALL BEARINGS HINGES S HLAGE F4OELA PRNACY SET GYLNWJOHNSON FB-13 x 630 FLIT STOP St:1ILAGE'NEPTUNE 626 FINISH TOP MOUNT DOOR CLOSER NEPTUNE 626 FINISH ( EXISTING EXTERIOR STOREFRONT 000R ) 1 EA LCN CLOSER 1460 US 26D TOP JAMB MOONING 1 EA. CM EXIT PULL 0112 US26D 1 EA GLYNN-JOHNSON HNSON FLOOR STOP FB 36 US26D 1 EA WWILW THRESHOLD T25-00 (FOR REFERENCE. ONLY. G.C. TO FLD VRY) 4 1 s 2 DOOR SCHEDULE TYP METAL STUD WALL DETAIL PER IBC 2003 CODES SCALE: N.T.S. CONT. 20 GA. TOP TRACK SUSPENDED T-BAR CEILING WHERE OCCURS. SEE REFLECTED CEILING PLAN. TYP. INTERIOR WALL ASSEMBLY: 3 518' METAL STUDS ! 24' O.C. WITH 6.08 GYP. BD. ON BOTH SIDES - TAPED. SANDED SMOOTH. PAINT GRADE FINISH (TYP.) FLOOR TRACK TO BE ANCHORED TO EXISTING CONC. SLAB VW POWER DRIVEN FASTENERS AT 24• O.C. - ICB0Ll2388 (TYP.) RUBBER COVE BASE PROVIDE 45' DIAL. BRACING ! THE TOP MAX. 6'.W O.C. GWB5A8' WET & KITCHEN AREA WT WATER PROOF MB 1 FRP PANELS EXISTING CONC. FLOOR SLAB FINISH FLOOR AS SPECIFIED WALL LEGEND 1 NEW WALL 1/2 HEIGHT WALLS @ 42" OR 48' w/ cap FILL - IN WALL EXISTING WALL i. 2Yz:; -'. ^- TOP TRACK CONT. 20 GAUGE TYP. SOFFIT DETAIL SUBJECT TO ALL LOCAL CODES & AREA REQUIREMENTS! SUSPENDED T-BAR CEILDIG WHERE OCCURS. SEE RE LECTTD CEILING TYP. SOFFIT ASSEAWL 35IrMETAL STUDS 24•oc WITH EO. ON TH SKIES TAP�SANDED - � SMOOTH. PANT GRADE FIIMI PER SCHEDULE SCALE: N.T.S. PROVIDE DT FASTENE STRUCTURE ABOVE a TOP TRACK w2 410 SCREWS (TYP.) AS SPECIFIED - 1 .e s393t- �.st't'�ieOgiNIR: r °" 3e- .. - �'� L f. I A Z ROOM DOOR DOOR - TYPE A SCWD DOOR PAINT GRADE • DOOR AND WINDOW TYPES vs (E) SALTY CUM PULL Ur PUSH t IIAt` XES FRONDS AO LE SIGNACEAT WIN MIRY. SEE NAM DOOR -- TYPE B DOOR - TYPE C DOOR -- TYPE D (E) STOREFRONT DOOR SALOON DOOR ALUM. DOOR . W - TYPE A INTERIOR WINDOWS DO DOOR CLOSER TYPE B (E) STOREFRONT WINDOW 20.-r FLOOR PLAN fir .,•.P • NON ICOMPSINK (E) REACH N COOLER (E) REACH N FREEZER > • UNA KC - 0 INFO & SITE PLAN KC -1 EQUIPMENT PLAN KC -1.1 ROO*/DECOR PLAN KC - 2 PLUMBING PLAN KC - 3 ELECTRICAL PLAN KC - 3.i RCP PLAN KC - 4 ElEVA1IONS 03.06.07 I'= (Theet - . i 1 • TYPICAL RISER DIAGRAM - NTS SUBJECT TO ALL LOCAL CODES & AREA REQUIREMENTS, OPTIONAL TYPICAL WASTE AND VENT SYSTEM DETAIL WATER HEATER MOP SINK DISH WASH EXISTING SEWER MAIN UNE EXISTING WATER MAIN UNE PREP SINK TYPICAL RISER DIAGRAM - NTS SUBJECT TO ALL LOCAL CODES & AREA REQUIREMENTS! TYPICAL SIGNAGE Lla1NIO1Q l I3d dim e 0 )1Vw kniNUmi U3M3O3li • `:?:•tk'0s=f:1,°.%�`'.:c% =ti;�� 'wae4` TYPICAL HOT AND COLD WATER SYSTEM DETAIL PLUMBING NOTES 1. PLUMBING PLAN SHOWS ROUGH -IN AND CONNECTION LOCATIONS WITH DIMENSIONS AND CAPACRTES. PLUMBING CONTRACTOR RESPONISBLE FOR CODE REQUIRMBNT MODIFICATIONS 2. PLUMBR4G CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY VALVES, TRAPS. TAIL PIKES. LINE STRAINERS, PRESSURE REDUCING VALVES AND VACUUM BREAKERS AND COACT ALL WATER, AND WASTE LINE TO FOOD SERVICE AND BEVERAGE EQUIPMENT. 3. PLUMBING CONTRACTOR SHALL •STALL AND CONNECT ALL FAUCETS FURNISHED WM.1 FOOD SERVICE AND BEVERAGE EQUPMEHT 4. PLUMBING CONRACTOR SHALL FURNISH AND INSTALL ALL INDIRECT WASTE LIVES FROM FOOD SERVICE AND BEVERAGE EQUIPMENT TO FLOOR DRAMS AND SINKS AND INSULATE WASTE LINTS FROM ICE BAG, EVAPORATORS AND BARN MARIES. & PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ADA BATHROOM COMPLIANCE AND WITH LOCAL CODE REQUIRMEN1S. IF NEEDED 4. , =a..- .� 4 -.74 . .; :: :::tL - a - - 14 .*�.° i�'4i :iL • PLUMBING SYMBOLS HW -HOT WATER, OR CW -COLD WATER t t WASTE: DIRECT-CONNECTED UNLESS 14 NOTED 'OPEN HUB" : FLOOR SINK. W/ 1/2 GRATE 1 `--s 4 INDIRECT WASTE ( } R i -� ...s.,� 1a us ?5 �+^_ .aut cti..sS�sil+•?% - • FLOOR DRAIN 0-0 GAS STUB ( TYPICAL RESTROOM ELEVATION AND DETAIL USE THIS PLAN FOR ALL NEW PROJECTS VERTICAL GRAB BAR i ELEV. GENERAL NOTES 1. TOILET ROOM PLAN AND ELEVATIONS ILLUSTRATED ABOVE, ILLUSTRATE FIXTURE CLEARANCE DIMENSIONS, MOUNTING HEIGHTS, AND ACCESSORY PLACEMENT. ACTUAL LAYOUT MAY VARY, SEE FLOOR PLAN FOR CORRECT LAYOUT 2. LOWER EDGES OF LAVATORY 7 -5" FROM FINISH FLOOR 3. MIRROR MINIMUM 7-6": MAXIMUM 3 -4" ABOVE FINISH FLOOR 4. GRAB BARS 1 1/4" -1 1/2' MOUNTED 1 1/7 FROM WALL BARS SHALL BE CAPABLE OF SUPPORTING 300 LBS. LIVE LOAD WITHOUT PERMANENT DEFLECTION 5. LAVATORY RIM HEIGHT 33" -34" ABOVE FINISH FLOOR 6. LAVATORY TO HAVE LEVER HANDLE LOCATED NO MORE THAN 1T FROM EDGE OF LAVATORY 7. FLOORS SHALL BE SMOOTH, HARD, NON - ABSORBENT SURFACE 8. DIMENSIONS, NOTES. AND EQUIPMENT TYPICAL FOR ALL TOILET ROOMS UNLESS OTHERWISE NOTED 9. SEE ROOM FINISH SCHEDULE FOR TOILET ROOM FINISH 10. TOILET ROOM FAN TO BE INTEGRALLY SWITCHED WUH TOILET LIGHT 11. HOT WATER TANKS TO HAVE TEMPERATURE AND PRESSURE RELIEF VALVES 12. CONCRETE OR CMU WALLS IN TOILET ROOMS SHALL BE FURRED OUT WITH 5/8" TYPE "X" GYPSUM BOARD OVER AND FINISHED SIMILAR TO ADJACENT WALLS 13. HOT WATER TANKS TO HAVE DRIP PAN DRAIN TO SANITARY SEWER 14. PROVIDE PAPER TOWEL DISPENSER LOCATED 3'-4' MAXIMUM ABOVE FINISH FLOOR 15. GYPSUM BOARD APPLIED TO PLUMBING WALLS SHALL BE WATER - RESISTANT 16. PROVIDE 27 x 30" ACCESS PANEL IN ADJOINING TOILET ROOM CBUNGS FOR ACCESS TO HOT WATER TANKS 17. TOILET FLUSH VALVE TO BE ON OPEN SIDE OF TANK 18. CONTRACTOR TO PROVIDE ALL BLOCKING REQUIRED TO SUPPORT FIXTURES AND EQUIPMENT INDICATED. 43' 2 SIGNS ARE TO BE PLACED ON AND NEAR EACH DOOR SIGNS ON THE RESTROOM DOORS AT 60' A.F.F. FROM THE CENTER OF THE SIGN MEN WOMEN 1Sii[� 1 I vet NE*" GRAB BAR 6" 18ga STUDS 16" O.C. LIGHT FIXTURE VERIFY W/ REFLECTED CLG. PLAN MIRROR SNAP DISPENSER P -LAM OR APPROVED WAINSCOT INSULATE EXPOSED SUPPLY AND DRAIN LINES TOILET PAPER DISPENSER 6" CERAMIC TILE BASE 1/7 PLYWD. SHEATHING BEHIND GWB THIS WALL ONLY UNISEX 3 :a0�. ='?��� �.� = �.= �ry�'..._�.�t.�•tv�a�a I >�t r�r_.-� �_ �_s GRADE 2 BRAILLE LETTERS: MIN. 5!8" HIGH RAISED MIN. TM UPPERCASE, TYP. MANUFACTURES!: BEST SIGNS (OR EQUAL) 1. 800 -23S -2378. WWW.B£STSIGN SCOM MATERIAL: - me PLASTIC BACKGROUND COLOR GRAPHIC COLOR: THICKNESS: 114 • 140 BLUE #950 WHITE sa fa }, 3w3 i 314 _ -- - 1 - -- - _ - ELEV. PLUMBING SCHEDULE 11:2 24 - - - t _ • 2 Ills - 2x6 JOISTS 016" O.C.. TYP. • PAPER TOWEL DISP. 4 TYP. KNEE SINK CLEARANCE G MAX TOE CLEARANCE 17 NI& DEPTH g e.11 1 1 1 1 1 TS 1 '� 1S 1 1 COMP MC 13.1 2 EiiEFinanwittMO ji 152 , 1 L4000MFJC7 if 1 1 12 GAG Stle 11 f 2 iPLANC t� q I 1 1 112 Tf? .34 4 3 1 " V 4 Z Ei ' - A - m oii o ° �� ° � ° a• ii I$ 1 12 112 1* 112 !�Z t CC co IL b. Ell - _QOi4 ,-la I P! z 1 1 REMARKS FURORS o16A 11 4GCO14ECaO USING C0101ECION coraeACioelovs F7f0, e4 C O11141,0410v 111YEG IPIAEN1 0010RAC1011 10 VE2Ff02., ei W R ESETA CRAPEONLYPMBALDQFODKRIM URi AIOR MUMCOMECI1o1P ROW 27cxfRIKWA0016WP0C1401012C0TON USE RAlIDT01 MUSF 1 TOPS . i . 1 2 � • - - - ARGRP OUP 0R .. _ _ r • • 1 • 1 o .coa eaole - _. - _ • PLUMBING PLAN ,/r• � - •• • •w.r9'.�la is�.+. .c.�� •••l�y✓yn�iis Z sZ - i7wiv .� • 7- (Shea. • gl a E O -, cnONizt a ) 44 k a) N O ao ct43 c°4 ,c); ;Fa :7 roc Ooee 03.06.07 KC- 2 D. STATE Of WASHINGTON KC -0 INFO• SITE PLAN KC -1 EQUIPMENT PLAN KC -1.1 ROOR/DECOI PLAN I KC - 2 PLUMBING PLAN KC - 3 ELECTRICAL PLAN KC - 3.1 RCP PLAN KC - 4 ELEVATIONS t f , • 13 .31N39.1.11 1 183d Mt 0 0 A1VW 1f11N1)I l.LdO 03A1333d ITEM NO QTY 31 1 22 1 33 ' 1 34 1 35 1 O6 0 .._- 10 1 11 1 14 - 1 —. 1 - 18 19 , 1 20 1 COM WH PH1EX • EQUIPMENT CATEGORY AWN COOLER WRACKS 20.0 S1 IT REM - REACH N COOLER FOOD WARAVIL 2O FRYER - - - - r . . RT3RIGERIITOR PREP __ .4 5 - 1/4 TAME HOT FOOD 123 1.5 SMEAMWR, CONVECTION 25.0 90 1 468 POP MACHNE 3.5 - ICEMAKER . COMMERCIAL WATER HEATER 150 -. • .OUITLET 15A 2 PHOI*IF ELECTRICAL SCHEDULE ( NOTE `A' y w • 1 60 120 - 115 1 40 120 1 40 120 3 60 206 360 120 1 60 • 120 1 40 120 1 40 120 1 60 ELECTRICAL SYMBOLS FIXTURE MOUNTED JUNCTION BOX FIXTURE MOUNTED RECEPTACLE INCANDESCENT LIGHT FIXTURE FLUORESCENT LIGHT FUTURE HELD WIRING RUNS 1 HARD WIRE CONNECTION PONT ELECTRICAL NOTES u w � a NT! 0 X X -x SPECIAL PURPOSE OUTLET, VOLTAGE AS NDICATED, GROUND TYPE VERTICALLY MOUNTED 4. ALL CONDUIT RUNS INDICATED FOR REFRIGERATION. DRINK AND LIQUOR SYSTEM LEES SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. CONDUIT SHALL HAVE 24 (600MM) MN1MUM RADIUS BENDS. 120V.1 PHASE SERVICE 10. AMPS STUB AS NOTED, CONNECT AT POSIPRECHECK STATIONS. (DEDICATED CIRCUIT, ISOLATED GROUND, ADO PHONE ENE, PROVIDE EMPTY ,-BOX WITH CONDUIT FOR INTERCONNECTING POSSYSTEM. CREDIT CARD. D61., PHONE & FAX LN1J (VELEY ALL REQl1RMINTS WITH POS SYSTEM SUPPLIER) 4 W z 5-15 545 5-15P 5-15P 5-15P " 4; .* ` ,*' -: ±. 'SWE* idG.rarsit x.5101034 .,V DUPLEX RXCEPT., 20-AMP. 120-VOLT. GROUND TYPE, VERTICALLY MOUNTED OR W 42" A.F.F. IS INDICATED, MOUNT OUTLET HORIZONAL SIMPLEX RXCEPT., 20-AMP, 120-VOLT. GROUND TYPE VERTICALLY MOUNTED JUNCTION BOX, VERTICALLY MOUNTED SWITCH �,A�� T - •"_ -z t"T r` - 1- ELECTRICAL PLAN SHOWS ROUGH -NAND CONNECTION LOCATIONS AND DIMENSIONS WITH CAPACITIES. ELECTRICIAN IS RESPONEBLE FOR VARIATIONS TO MEET CODE REQUIREMENTS. 2. ELECTRICAL SYSTEM IS DESIGNED FOR 120 / 206 VOLTS, 1 AND 3 PHASE, 60 HERTZ 4 WIRE SYSTEM. 3. ELECTRICAL CONTRACTOR SHAD. TURN 6H AND INSTALL ALL JUNCTION BOXES, RECEPTACLES, COVER PLATES. PULL BOXES, CONDUIT AND WIRING EXCEPT WHERE NOTED. 5. ELECTRICAL DNISION SHALL FURNISH AND INSTALL EMPTY CONDUIT WITH JUNCTION BOXES FOR NSIAUATION Of OWNER SUPPLIED ELECTRONIC CASH CONTROL SYSTEM. ELECTRICAL IN ACCORDANCE WITH OWNERS REQUIREMENTS AND MANUFACTURERS z IO W w 4 12 22 ELECTRICAL REMARKS LIGHTS. HEAT TAPE 8. comas ) �• 1 NG COI d. EC 110N _- __.._._. _•- COSTING CONNECTION OR TO VERIFY EQUIPMENT EXISTING GAS COMECTION .._ . OUM GAS CONNECTION E WAIF ELEMENF PER COMPT. DOSING GAS COW&ECTION _ — 21 WFATINU 801( PLR EIECIRICTAN - 12 36 _ 4 DATA PORI LIC t ,C1A1EO GROIN4D • DMA PORT W/ PLUG EXISTING CONNECTION EXISTING CONNECTION VI1ti1 AL IiORQON1Al • � ELECTRICAL PLAN Doi t • • b l) a .0 EL, 4:, N'n O M� o 000n .0,..- 4.) 0� w 0 v I4 W M o 4D :� In 1 in � N N �i Cn C UT- • AMEX KC - 0 INFO A SUE PLAN -_ KC -1 EQUIPMENT PLAN KC -1.1 FLOOR/DECOR PLAN KC - 2 PLUMBING PLAN KC - 3 ELECTRICAL PLAN KC -3.1 RCPPEAN KC - 4 ELEVAUIONS Dole 03.06A7 1 l+oea6on Aaontooas ro.) - - FMUe Daacepion thenber.1 - Phases WSW Fixture Waits Proposed Irt..w ntselont 3 70.0 210.0 DEMV AMR e»>Q saoaas 6 40.0 210.0 DEMO MN= Wart& a e e o r ,a> = 4 14.0 56.0 DEMO Aai1. eraipt snaaws • 26.0 206.0 DEMO /ALA 2151CMISIED CAN eanaaM< 11 14.0 154.0 £&. .-jZW ?MOCK es s 1 26.0 ` 26.0 1 a* =MOW 1 ` 14.0 14.0 cowries srzalssss v011 men= 4 14.0 56.0 =was IrsossSZo oat r 3 14.0 42.0 >:::,e►s re= YOUR TIaM 3 14.0 42.0 ,T s ssoasscs>R ssicrssc 2 Ort*1tEre 1 70.0 70.0 MUMNION co.o 2 22.0 44.0 lJocs6on ( t o o n * e o r n roe) - - - O e c o p e n e y Velengtlon Mowed d e a n s DN t = •• Ikea En R ' AIe I x Arse Ni1K510111 ntselont 1 -20 201.7 362.0 DII$f11ie AA L Dsrrre Asir► 0.90 674 .2 606.0 *sear o• cz A10 FmrtsAR 1.10 211.4 235.9 reesosr.rr escui7f afO 1 - 30 66.5 99.1 # Aastlreosv os••t,.• ADO aroPA•S 0.90 350.7 315.6 bombes - Oesniio(I A ened pet trot per* - Area ye ifir (es W for perireete d - Mowed Naas z le (w xi) a.4 dawned Paralnp (dandard pale* It 02w.* LIGHTING CONTROLS (Section 15131 Covesed Pad deep (Naeeese Pore) 1513.1 03 We' with Type. Indicals bcataes Open PaAdrg _ 02 We Aioa core d* - Lighting Permit Plans Checklist LTG -CHK •' a. se N7w./Irnara' .• • •••1 eel step Peoled . MNAfIUAL ttesetexa la starama a IOat, 11 3/10/2007 The Mb/WO Inlonweioo Is ieceseery to mock • i8tee* parail eppltadon ler ooriollenco W11h the Weep iequ °weds In to 20015 WIS/Nn1 Ton ante Nceseeldereat Envoy Cede Iles. no. no I I R_.c It I E,eportneir LIGHTING CONTROLS (Section 15131 Y•• ' yea 1513.1 Local per Iat'aecess with Type. Indicals bcataes 1513 2 Aioa core d* IIsrinwsn IOW pee swede 15133 Veyietd sots. onetol 3chedrdb rs6s Type and features, isdical° Weakens Too r.AC.l Wades lades.' 110412119411/10 In Ness no O Sdaed Dams instals entrees *sang on trans r•• 16134 I speyisalsb yposw bele*T..spool* cow e 15135 tend* shae.I Soh. drdo wee type and bourn. elalcakiocsi►an no t) Row erb•ktp Malta* loouen 'to 0►)Wwlocol. Haocet. Hoerial 15i3 War. auto dat-oN Indcale %caeca no 16136.1 p) 00110. onsets SoMdLE• wet type eras bca1cns - 110 15136 2 de) auto. ewaclres -8eiodifo wit type eat *cares tbedo-up. Prom oseeteeta *WINO an no _ 13117 Coaysissionlep Wacadc swirier+wes lee Wading aaeots cosndssrsrinp - �' 1 iL i** Sess. rows 1 e 1 soo I 1431 roe man cadency `l1EGt•11OT el Equpward Sdiedrde WWI iv. spa%ofectency I I SYMBOL • NO. 3' t • i MUM t FOR WAG AREAS EXCEED:NG1.000S0 FT. HORIZONTAL RESTRAINT OF CELNGTODE SiRUCTURE SNAIL OE PROMO THE HORIZONTAL MORAN! SIR! 8E DESIGNED 10 Mew/ EOiAPHIWAILOADS 2. FOR MUG AREAS EXCEEDING 2,500so FT. ASEISM SEPARATION FONT CRAM. HEIG iT PARTITION SHALL BE PROXIMO. A SPRIONER HEADS AM) OTHER PEIE1MT10NSWILL HAVE A 2 . MEMO R?IG.SUM OR MAMA TISOUGH THE CfMNG TIE TO ALLOW 1• Met OF FREE UOVEIIEM CEILING SUSPENSION SYSTEM N.T.S. FIXTURE F1 : FLUORESCENT FIXTURE 2'x2' F2 FLUORESCENT FIXTURE 2'x4' • i W1 WALL MOUNT FIXTURE W2 RECESSED CAN FIXTURE Cl FAN/LIGHT COMBO T2 '. TRACK FIXTURE El EMERGENCY LIGHTING P1 PENDANT LIGHT F7 ` EXIT LiGHT SIGN SYMBOL tg 0 t • s SINGLE POLE SWITCH DIMMER SWITCH 3 WAY SWITCH CBLMG MOUNT SPEAKER JUNCTION BOX DROP CEILING DETAIL 4. CHANGES °I MMO RARE ELEVATION SHALL SE PROVDED WRNPOWTNE TRAM. S. CABLE TMYSAHD ELECTRICAL CONDUITS SIM. BE rainmeakr SUPPORTEDAW13RAMOIDEPEDDENLLY OF THE Medea S. FROMM2 WENS PER IKSR FIXTURE AIR SH518C BRACING. 7. HA.VOER SWUM let12GA.ALL SMAYWEIESHAM BE TNT &TIE000N11 Yid) TURNS Ial ALSO SWAY WIRES $wL( BE OdECTIYATTACIED TOSIRUCRIAE FAST Wert OF ORAMS (4/OR lESS FROM WAIL BOUNDARY 2' Tat PERSETER St FPORTINO(l06t RE le ORTHOGONAL IIDRIBONiAL WiECT1OKONE END OF MAPS GEO) SWUM ATTACHED TO CLOSURE AJIGL£ 116oDERe0W lLBENN• Mal FROST WALL AtVINST UPONAiD FREE TO SUOE Cat CLOSUREANGIE LIGHTING FIXTURE SCHEDULE i r :QTY. MANUFACTURER AND MODEL 1 WATTS SUPPLIER 18 8 DESCRIPTION • SYMBOL • WAVY-0UP/ TIMOR° SYSTEM • • • • • TBD TBD TBD TBD TBD TBD TBD TBD SDS1aC SPLAY WIRE MIND SIWIcoNslsT WO) HANGER WIRES, EAMAW 0 ANG& FROMYFATICALWIE TOSiRucr. ABOVE SEKPAC WIRE SYSTEM SET 017-0r0.C.EAWAY 4rw x SEISMIC BRA CING DETAIL N.T.S. 1 S. SUSPENDED C UM) SYSICIATTAO1 NTSSHMLIN CAPABLE OF RESiSTNG 100185 IMAM 1. AREAS SIINMER1TUN144 SE del WALLS ON (Q SIDES mono TO DIE STRUCTURE MEOW IIAVE SEISM BRACING. PARTITION TAUS MIST 8E BRACCOTOSTRUCiURE t IIMPDDExT OF SISPDDEO CEILING SYSTEM 10 GUQiY 10. INSTALL SUSPUCCO EEIIGADOORDi G TO SECi1ONS 803 AND 1621.1 ALONG W MASIR COS AND O3AASEC 742 SECTION I626ANDCOCAUAW 1011 DESCRIPTION VERTICAL SiRUiS IRJST 8E POSITIVELYATIM EOTOTHE SVSPO61DII5YSIEYSNO THE STRUCTURE ALCM 12 i CONTRACTOR 70 CONTRACTOR 70 1 CONTRACTOR 1 EXISTING WHERE "(Er .e _ I 14 CONTRACTOR 1 14 CONTRACTOR 22 ! CONTRACTOR I - - - 1 1 26 !CONTRACTOR EXCEMPT 30 !CONTRACTOR 40 CONTRACTOR SIGN CIRCUIT ABOVE CBUNG FOR CONNECTION BY TENANT. • EXHAUST VENT RETURN AIR AiR DIFFUSER rser • • 1 REMARKS • 2004 Washin pion State Nooresldenia! Seeley Code Compliance Form If "no" is circled for any question, provide explanation: 1513.S No Automatic Shut -oft provided as this is en existing iocatlon. Owner wit use exhibit exteilor 141∎11 g control. 1513.6 No occupancy sensors deeded, manual switch controh provided. 1513.6.2 No auto switches needed, rooms have already existing switch conuok, only new manual controls where noted in plan 1513.7 No Commissioning lighting controls needed as no automatic switches, no daylight or occupancy controls are provided. 2004 xe►sw.wwr. / anrace ...rnremsporsouglorarrw"a Slate NOlwesidenlat Esser •, Code Fares Lighting Summary LTG-SUM rws.+rr silo) Project Info pioled Modred* as senas:sw 3soao s assratiwsnr 11WRISA. le, APO•N•M Name: Jest ewscsA Applies/4 Addles,: APfsoard Phony Vele 3/10/2007 Fos Oiil6n Ow n/buena Use Project Description I © i e* ewe.. ©Addiion RI Aaeresen ©PIens Endudes Refer to WSEC Set on 1513 ice controls end convelesionksg rea*omonb. 1 'Compliance Option 1 prslcil ow • Wang Peeve/Akre/ante e 0 Sys1 ,A�.a l See OandecafonCbeeiid[wM. Ndkals Prescdneee i LPA spaces desM on plans) 1 1 Alleration Exceptions 10 Flo changes sea bend nolotofaiBhlnd i edc.POroPdssebeg•a.c. Q UAW Than OMo1faisturesn. w. Fnstallo dwan no ge oned.sepe a e* atenatensrge 1 Ataxintum Allowed Lighting Wattage (Interior Flom Ta11s 15-1 (over) -document all goeptans on Tome t.TCI.IPR any not eaceod Tet* /liesied Wal s not wader Maximum Allowed Lighting Wattage (Exted Matenowneeneounownowooftworfternowhoweno TABLE 13-1 Unit L 2004 Washington Slate NecousidenfaF Ener 1 Code Cwnpiianoe Fenn POwar Allowance LP e. Total Mooed WatI 1609_ 4 dotes: 1. use awwbdredsIssed maximum deptewaispe. Far hard-wired WWI, only. Pao delauatkWIn Ilse UREC Technical Rotenone* Manual may srsob*toed 2. laded. sot DOW unleSSlssst ,a5waia =Wine. Proposed Li was ta ge (Interior) 3.ISt ell Sity e.. roe a seasptrelsang .noteaceplion and term IMMIsfhlwe Vend. Teed Proposed Wye4 1162. Lighting Summary (back) LTG -SUM s..r.rrraoos Prescriptive Spaces Qualification Checklist ieprsbings•• • Voter sot r s moo/ iwd+e The•s•ber /1aves+Me •is0r • l01 brF1e t•Oode arsr+Oweenssvesmese•*me 1 rsoe Qs:nce d>,as OOCUSarser 0 war boly.0 slerada Irons or simile storage honors Omer Leg naa: (recent 1521) Checkifal awe labelled enlist Wed o6 %eledwes ant Ober. 1. fls/owsosnt Inane With s) ea nenkneed. bank* 1 or 2teo bvo• q hero 540>sdlT- 1.T- 2.T•4..T6.T6,Totboom d)hssetard•sireddecbode Q...ai * seaarts. Screeri1 cooped faresost Mums de not Qusilll. 2 used Heide loth a) reseeaor W ceeaeie tar Imps <.15Qme2 dea er& b.wea •- Ead anti ISO IBMs comae erdoded boat court d <ssrdls awns. Use Pa rei....reN6/0. earpeHlp. rsaaina.he,is nes ' - . • gals le n wles knecal Olives. Carats 2.3 ONNIfINIVI 1.2 Use 011oe f.cl6ies � eau* ype,endla rsobut*sae6.iled toeeteses radeti. wrtweona.~sl•sa. Oe Aire itLn 1 10 UMW. IME OS MIAMI 1}+ _ Itt~� 1�� 1_.1 06 BOT. OF ROOF SHED i T-6". SEE ELEVS. 11 ' 1 I EXIST. HARD LID 0:0 8%0" 1<- 41 6 I - - - - - _,,/( I 11 1 1 1� (E) 1 i� ) - - • - -I r / r 1 1 1 1 1 1 -- • T :1I EXIST. HARD UD @ 8'41 i j . -:-L .L11 SWiTC 5 1 I ff. �'• I 1! � ` (E) I- -- .fir -- l--- F-I - -- 1 1 1 1 f _ ` 1 _ I 1 1 1 1 1 r 1 1 1 r ; __ -; - -�- 1 T ; i1 J L7 1 f I 11 (El , 1 ;..._ EXIST. TILE ®9 -6" I I l- -- i - 1 - - - -I - 1 ♦ ♦ 4 C ; 1 2 1 (y -- • 1 1 0 P - .i: E.! - - (f.tiii-5-- it; :: " " �l , I .■1 ." h' ------ = = 31 - - aiti ' a- 1- 1 1 1 1 _L... / 1 f 1 Zfip 1 1 EXIST. TILE 0 7 -6" 1 1 1 COSTING UGHiS I WHERE (E) IS NOTED_ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A- J , 1I4" =1'•4' E TILE @ 9'-' I \ _1 s ' 1 / \ / X / EXIST. TILE @ 7 -6" JL_! _1 _1r__L__J 7. . .'_ I ... • Ij 1 , I`= 1. - I - • 1 - -� -4 1 r 1' , 1 1 REFLECTED CEILING PLAN r - 1 • • • • i 1 ♦ 1 1 1 1 1 1 1 / ./ 1 1 1 1 1 1 I 1 1 COMPRESSOR ABOVE WALK IN FREEZER. REMOVE EXISTING T -BAR CMG_ (IF REQUIRED). VERIFY WITH OWNER PRIOR T -BAR CLNG REMOVAL EMT SIGN: (PER IBC 1006 & 1011) AND EGRESS PATH ILLUMINATION _ _ t t N ROOF SKIED/ r 1 ♦ I _ 1 , SEE ELE�lV . . 1 , `1 1 ; �` � e 1 .-=, Li i2: 1 E t p.:L:1 ' . ' - ' 1 i 1114{7 1 .. N I I e L J • INCOMPLETE 1 1 -1» (NOTE 1 1. EXISTING ACOUSTIC CEILING TILE I CONTRACTOR TO VERIFY EXISiVIG HEIGHT M D EXISTING LIGHT FURORES. OF ANY D*SCREPANCES TO NOTIFY DESIGNER. 2 MEP EXISTING LK;HT SWITCHES FOR 1 EXISTING IJGHT FIXTURES. 1 WUGIfT I SwIrcI+ES %HERE NOTED. 0 CORRECTION LTR- Uol At4 1 0 0 a) "V . rd C E H CA C P24 KC -0 KC - 1 KC . 1.1 KC -2 KC -3 KC -3.1 KC - 1K P4 03 E mil cis 0 y114 on tnaex 03.06.07 CiN C)cf) 16-N° I Z5 1 0.4 a) 00 ON PLUMBING PLAN ELECTRICAL PLAIT RCP PLAN ELEVATIONS INFO & SITE PLAN EQUIPMENT PLAN FLOOR/DECOR FLAN 3 L tu U/ 90 AYW YlIM)lruAOALIO 03AI333d 0'41' 8USP. CE�IkG VFY. A9r�6'A.F.F. •SUSP. CEILING VFY. AT-0i'AF 8OT. OF ROOF SHED 8r- 6'AF.f. SUSP. CSUNG VFY. m t • • 0 1 111 0 rMI sssssssssssssssssssssssssrssss.....wsltsssssss•- ov yrrtirrrr immoirrrrrrrrrrrrSSrrrrommorrr8w" rtirrrrrrrrr> Irrrrrrrrrrrrr><rrrrrrrrrrrrmor ' rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr ` YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYF '' � r � MURAL 1 MURAL 3 ra 0 NI M" 0 MIMES Ir' F.F SUSP. CEILING VFY. 6'-0•AF.F. OPT ,ALL O-•' .F. P ERM N uNIT PER MANUF. L iI >o 4'-6 9'4�'AFF • BASF. CEILING vFY. 7'- O'A • BOT. OF ROOF SHED - •aY YYYSSuuuuuYissrrwwwwwwuY t•uYwuYY.SVY000 UWU11UU VYYYYUYVS VYww1.1Y• lfrllrrrrrrrrrrrrrrr1S 11 t rrrrrrrrrrr1UUSrrrrrrrrrr1Vrrrrrr rrrrrrrrrrrrr ' rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr 111 ti1rrrrrrlrrrrrrrr> rrrrrrrrrrrrrrrrrrrrrrrrr >rrrrrrrrrrrr>trrrrrrrrr YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY ■YYYYYYYYYYYYYYYYYYYYY■YY • v INTERIOR ELEVATIONS 'fir 6'4FAFF SUSP. CEILING VFY. v MURAL 2 20 v TIT Iv 31 IU m )rVib • 0 B 1 r ELEVATION KEY PLAN \4. • R COMP I CODE pWOVE 1 7 ?041 r City 01 Tukwila 1 WI m o o. La. 4 0 E N tiD C) irc CO Ch •Zr 0 F4 4 64 �O 0 h .0 C+Q o► III v• -Ea *M tr, el C/) ... ..rte r �.l ,�,. Dale weal s 03.06.07 KC- 4 (W.. .i KC - 0 INFO & SITE PLAN KC -1 EQUIPMENT PLAN KC -1.1 ROOR/DECOR KC - 2 PLUMBING CLAN KC • 3 ELECTRICAL PLAN KC - 3.1 RCP PLAN KC - 4 ELEVATIONS aze4v5 Y =s : Va ue 4 PLAN 1 a • • 1 1 • 4 .A■ Ma EL MANANTIAL, MEXICAN RESTAURANT 668 STRANDER BLVD. TUKWILA, WA 98188 . 1.14 ‘r• • /r5 c l; r ti ••1 ). P'. . Smith & Greene Company 19015 - 66TH AVE SOU17-1 KENT, WA 98032 (425) 656 * FX (425) 656-8075 ••■••• ••••••••• •••• • %WI IM et. 41'44' • In