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Permit D10-282 - JUBA CENTER - PHASE 2
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D10 -282 Juba Center 14223 Tukwila International Boulevard RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = Brief Explanatory DeSctiptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 59 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. JUBA CENTER 14223 TUKWILA INTERNATIONAL BL D10 -282 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.Tukw ila WA.gov CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2009 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D10 -282 Occupant/Tenant: JUBA CENTER - PHASE 2 Building Address: 14223 TUKWILA INTERNATIONAL BL, SUITE NO. 4 Parcel No.: 1523049011 Property Owner: SEG 56TH LLC 845 106TH AVE NE #100 , BELLEVUE WA 98004 Use: OFFICE Occupancy Group/Division: A2 Type of Construction: IIB Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 68 BUILDING a9 /ZZ /ZO/ FFICIAL DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES City o*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. tukwi la. wa. us DEVELOPMENT PERMIT Parcel No.: 1523049011 Permit Number: D10 -282 Address: 14223 TUKWILA INTERNATIONAL BL TUKW Issue Date: 03/29/2011 Suite No: Permit Expires On: 09/25/2011 Project Name: JUBA CENTER, PHASE 2 Owner: Name: SEG 56TH LLC Address: 845 106TH AVE NE #100 , BELLEVUE WA 98004 Contact Person: Name: GEORGE E HANSON AIA Address: PO BOX 99627 , SEATTLE WA 98139 Contractor: Name: N C STRUCTURES LLC Address: 121 E ELTHAN LN , BELFAIR WA 98528 Contractor License No: NCSTRL *002N2 Phone: 206 728 -6900 Phone: 360 275 -8660 Expiration Date: 05/11/2012 DESCRIPTION OF WORK: PHASE 2 OF JUBA CENTER: SMALL FOOD /COFFEE SERVICE TENANT SPACE Value of Construction: $100,000.00 Fees Collected: $2,433.96 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: IIB Occupancy per IBC: 0004 Electrical Service Provided by: * *continued on next page ** doc: IBC -7/10 D10 -282 Printed: 03 -29 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N N • • Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. Start Time: End Time: Fill 0 c.y. 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 Signature: LJIL ' ` ;G Date: %-;-P 1 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Date: 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. PERMIT CONDITIONS: 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. doc: IBC -7/10 D10 -282 Printed: 03 -29 -2011 7: All construction shall be done in conforzie with the approved plans and the require of the International Building Code or International Residential , International Mechanical Code, Washingt ate Energy Code. 8: All food preparation establishments must have Seattle /King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King County Department of Public Health, (206/296- 4928), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 9: 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: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 11: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 12: Manufacturers installation instructions shall be available on the job site at the time of inspection. 13: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 14: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 15: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 19: ** *FIRE DEPARTMENT CONDITIONS * ** 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 22: Portable fire extinguishers shall be provided within a 30 -foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher. (IFC 904.11.5) 23: 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 min) 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) 24: 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) 25: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available doc: IBC -7/10 D10 -282 Printed: 03 -29 -2011 for use. These locations shall be along norm the of travel, unless the fire code official det ines that the hazard posed indicates the need for placem way from normal paths of travel. (IFC 906.5 26: 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) 27: A Type 1 hood shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for commercial purposes that produce grease vapors. Each required commercial kitchen exhaust hood and duct system required by section 610 of the International Fire Code to have a Type 1 hood shall be protected with an approved automatic fire- extinguishing system installed in accordance with this code. (IFC 610.2, IFC 904.2.1 and IFC 904.11) Automatic fire- extinguishing systems shall comply with UL 300 or other equivalent standards and shall be installed in accordance with the requirements of the listing. (NFPA 96, 10.2.3) 28: Type 1 hood systems shall be designed and installed to automatically activate the exhaust fan whenever cooking operations occur. The activation of the exhaust fan shall occur through an interlock with the cooking appliances, by means of heat sensors or by means of other approved methods. (IMC 507.2.1.1) 29: 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. 30: U.L. central station supervision is required. (City Ordinance #2050) 31: 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) 32: 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) 33: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit panic hardware on rated fire doors. (IFC 1008.1.9) 34: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 35: 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) 36: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 37: 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) 38: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 39: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 40: 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) doc: IBC -7/10 D10 -282 Printed: 03 -29 -2011 41: Maintain sprinlder coverage per N.F.P. . Addition/relocation of walls, closets or pa ns may require relocating and/or adding sprinkler heads. (IFC 901.4) 42: 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) 43: 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 Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance No. 2050). 44: An approved manual fire alarm system including audible /visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 45: 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) 46: 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) 47: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 48: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 49: 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. 50: 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) 51: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 52: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 53: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 54: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 55: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 56: * * * * * * * * * * * * ** PUBLIC WORKS * * * * * * * * * * * * * ** Applicant shall contact Valley View Sewer District at (206)242 -3236 to determine if grease control measures (bio- enzyme treatment unit or equivalent) shall be installed. doc: IBC -7/10 D10 -282 Printed: 03 -29 -2011 CITY OF TUKIPIA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: //Www.ci.tukwila. wa. us, Building Permit R o: DLd Mechanical Permit No Plumbing/Gas Permit NO: Public Works Permit No. Project No. ''or r office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** ISITE LOCATION King Co Assessor's Tax No.: 1523049011 Site Address: 14227 Tukwila International Blvd Suite Number: four Floor: one Tenant Name: JUBA CENTER LLC New Tenant: m Yes ❑ ..No Property Owners Name: Seg 56th LLC Mailing Address: 520 Kirkland Way Suite 100 Kirkland City 98033 State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: George E. Hanson AIA Mailing Address: PO Box 99627 E-Mail Address: ghanson@gharch.com Day Telephone: Seattle (206) 728 -6900 98139 City State Fax Number: (206) 260 -2910 Zip GENERAL CONTRACTOR INVORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: To Be Determined Contact Person: E-Mail Address: Contractor Registration Number: City Day Telephone: Fax Number: Expiration Date: State Zip ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: George Hanson Architects, Inc. P.S. Mailing Address: P0 Box 99627 Contact Person: George E. Hanson AIA E-Mail Address: ghanson@gharch.com Seattle City State Day Telephone: (206) 728 -6900 Fax Number: (206) 260 -2910 98139 Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Mailing Address: Does Not Apply Contact Person: E-Mail Address: HAApplications \ FonneApplications On Line 12010 Applications \7 -2010 - Peinit Applicationdoc Revised: 7 -2010 bh City Day Telephone: Fax Number: State Zip .1 Page 1 of 6 BUILDING PERMIT INFORMATI 206- 431 -3670 Valuation of Project (contractor's bid price): $ 100,000.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): This application is for phase 2 of JUBA CENTER. A previous permit application (010 -269) for phase 1. This application is for a small food/coffee service tenant space. Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 50,529 Floor area of principal dwelling: 32,853 Floor area of accessory dwelling: 0 *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? m Yes ❑ No If `yes ", explain: Blockbuster changes to restaurant FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes m 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. A:\Applic ion,\Fonn.Apphcetim. On Line \2010 Applications \7-2010 - P'®it npplicaliondoc Revived 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1°` Floor 32,853 2,031 2B B 2id Floor 3td Floor Floors th u Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 50,529 Floor area of principal dwelling: 32,853 Floor area of accessory dwelling: 0 *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? m Yes ❑ No If `yes ", explain: Blockbuster changes to restaurant FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes m 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. A:\Applic ion,\Fonn.Apphcetim. On Line \2010 Applications \7-2010 - P'®it npplicaliondoc Revived 7 -2010 bh Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION — 206- 433 -0179 Scope of Work (please provide detailed information): This proposal provides for a new food and coffee service space totalling 2,031 s.f. that will occupy a portion of space previously occupied by Blockbuster. No exterior improvements, no change in building foot print, height, landscaping, parking, or site utilities. Call before you Dig: 1- 800 -424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila m ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline m ...Valley View ❑ .. Renton ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): b ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way ❑ Non Right -of -way ❑ ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ ...Total Cut cubic yards ❑ .. Work in Flood Zone ❑ ...Total Fill cubic yards ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... 11 WO # ❑ ...Temporary Water Meter Size .. 11 WO # ❑ ...Water Only Meter Size WO # ❑...Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: JUBA CENTER LLC Day Telephone: (206) 349 -2220 Mailing Address: 14227 Tukwila International Blvd. Tukwila WA 98168 City State Zip Water Meter RefundBilling: Name: JUBA CENTER LLC Day Telephone: (206) 349 -2220 Mailing Address: 14227 Tukwila International Blvd. Tukwila WA 98168 City State Zip H: Wppliadiona\Fmms•Applications On Ime\2010 Applications \7 -2010 - permit Application.doc Revised: 7 -2010 bh Page 3 of 6 PERMIT APPLICATION NOTES = Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED Ap rNT: Signature: (e ms 1 9-41-4-.SON Print Name: George E. Hanson Mailing Address: PO Box 99627 Date Application Accepted: Date: Oct 20, 2010 Day Telephone: 206 728 6900 Seattle WA 98139 lo to City State Date Application Expires: /y4 H: Applicetione\Foma-Applicatioro On Line 12010 Applications b -2010 - Permit Application.doc Revised: 7 -2010 hh I I � Zip Staff Initials: Page 6 of 6 1 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 1523049011 Permit Number: D10 -282 Address: 14223 TUKWILA INTERNATIONAL BL TUKW Status: APPROVED Suite No: Applied Date: 10/25/2010 Applicant: JUBA CENTER, PHASE 2 Issue Date: Receipt No.: R11 -00619 Initials: User ID: Payee: WER 1655 Payment Amount: $1,476.90 Payment Date: 03/29/2011 03:39 PM Balance: $0.00 JUBA CENTER TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5027 1,476.90 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,476.90 1,472.40 4.50 doc: Receiot -06 Printed: 03 -29 -2011 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.tulcwila.wa.us RECEIPT Parcel No.: 1523049011 Permit Number: D10-282 Address: 14227 TUKWILA INTERNATIONAL BL TUKW Status: PENDING Suite No: Applied Date: 10/25/2010 Applicant: JUBA CENTER LLC Issue Date: Receipt No.: R10 -02154 Initials: User ID: Payee: JEM 1165 Payment Amount: $957.06 Payment Date: 10/25/2010 11:52 AM Balance: $1,476.90 JUBA CENTER LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5001 957.06 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 957.06 Total: $957.06 doc: Receiot -06 Printed: 10 -25 -2010 INSPECTION RECORD Retain a copy with permit W 10`Z g Z INSPE ION NO. PERMIT NO. CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Projec : Z-1,)4 LD-k ' Type of Inspection: j=`_iN A C., Address: H223 Ts (). Date Called: Special Instructions: Date Wanted:. 9- 15-- 11 a m. Requester: Phone No: 0G °3`-.t -ZZ2 O proved per applicable codes. Ij Corrections required prior, to approval. COMMENTS: ";-i-• t 141 1F--'A/4I tJo o ofri' I"A -14se° vie 6) Col.. Uwarm:Jisee AliglicIr n R , SECTION FEE REQUI ' ED. Prior t • next inspection, fee must be p d 6300 Southcenter 131 id.. Suite 10 ''. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTI O. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 i� to -22! Project: Type of Inspection: 2. moo— i,PP — e Y��X 3 (Ave nftl i * t QC) (AA\ iJce (40 4 kC' "Ni. OM )t4-1. e1 00,c\a. (T02 <ze- - ;,.,s4.40 4 — Address: 1 422 3 'T—L ,PIS Date Ced: Special Instructions: Date Wanted: ®_2z_ ( \ a.m. Requester: Phone No: proved per applicable codes. El Corrections required prior to approval. �Q COMMENTS: fe L c k't ; J c- A2,.Ni &Jc( 2. moo— i,PP — e Y��X 3 (Ave nftl i * t QC) (AA\ iJce (40 4 kC' "Ni. OM )t4-1. e1 00,c\a. (T02 <ze- - ;,.,s4.40 4 — �-, , r ----- \A p. _ ` ` h( yam; �%f-P N',`\ - to c. `' es 'iri F`i ►-)AL le 44av (-Jew.. L vvot3A►,■_) 1-3 F W ye, i r41 , --k- -Coy- Cc o J f,..0„, irf, --.8,,,, 1 '` Date: 0 REINSPECTION FEE RE •+ UIRED. Prio to inspection, f - ust be at 6300 Southcenter Blvd., Suite 100. all to sechedule reinspection. Rec; No.: Date: INSP " - ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 INSPECTION RECORD Retain a copy with permit PERMIT NO. Projecti - Type of Inspection: 1 „ 1 eiciff Addres : (42:2 _iE Date Called: _N Special Instructions: Date Wanted:. • / a.m. r - i ' �� p.m. Requester: Phone No .S. 3-2S4-}(t7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: • 7-/ ,r,7j/ .. •� '. V ` � : s ‘ ,,,,,....., • •) ,... 1 . • .. . . , . . • . 1 ) . / r I / . 7) Inspector: Date: /1- r7 REIN CTION FEE R UIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD kI0 Retain a copy with permit '� /d -252 INSPE TION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188' (206) 431 -3670 Permit Inspection Request Line (206) 431 -24`5 Project: v+ 2, a 14 g wr . Type ofThs, ection: ‘ ..s -s ..1 a4rotda coo. c • Ate Address: 2 /`23 % � __Z Date Called: Special Instructions: Date Wanted: 7 -.2 /- ! / p.m. Requester: Phone No: o25-,3-0A-.41 - aiAC7 ./ Approved per applicable codes. Corrections required prior to approval. COMMENTS: (4/3 -5-')i..S/V.4.1.0 043 .c.-.7 .9- 2 44213 - 479,9 -�� v 64.nz „may — A// NN. ./ Inspec r Date: 7 -Zip/ REJIVSPECTION FEE REQUIRED. Prio o next inspection, fee must be id at 6300 Southcenter B d.. Suite 100. Call to schedule reinspection. I/ I • ; INSPECTION. RECORD • oi a Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 11— 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Projegy.. ,... %....iki /OA ,C). . 1 . , . Type of Inspection: ...?..„) bi../o / / e-_- NI 6 s c. 0- e ...,....." ,.. ;117 01,01 he • /.. /7 — Wei- ' Cesti/ Address: 141:1-1 1-3Uit 1 _ 0 t , A-- Date Called: ,d ppott,L4V- 1449)- 5 /Cep _ ,...—...„,, Special Instructions: , " i Date Wanted: _..., — ) — ( ( ((a.m. P-m.. Requester: Phone No: LIApproved per applicable codes. Corrections required prior to approval. e.;•••.• • ;:'! . COMMENTS: ' 1 Atze, - 5.7 4, ,C). . 1 . , . 17-614.424.? .4.4 __ 41, I.-, /....e, lie 4 ,itee,/ k ...?..„) bi../o / / e-_- NI 6 s c. 0- e ...,....." ,.. ;117 01,01 he • /.. /7 — Wei- 0 5 e.../ ,., 71. ppze,./ . /ex., /fie 3 he. il-1 — /12.5 ,) zi, P2" 9 /2, r_.4(:)-e- A9 ":1 ,11.4.141i 4,2/ r,/‘ 'f ec X LS 170 A4 4.41 6°E4 <If'S '4' ( ,d ppott,L4V- 1449)- 5 /Cep _ Ale k_.--- : 5 . 9. ' i "(_ 71---e-Als, .1, -0 • 2" . bo, 11.16.106 el 4L Pn 'bi 4 le,_-... heel,. € 4 4 , " i • ; Date: 7--/ 3/./ • REINSPECTION FEE R UIRED. Prior to next inspection, fee must:be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectioti..-... nspector: 4 • •-;,;.. . . 1NSPECTION RECORD L. • Retain a copy with permit 10 INSPEC NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (2- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 (206) 431-3670 Project 1,1 .9 tat e_ F t.rrf (7 Type of Inspection: So-S . C.f..: L'6 Adafess: ..., ....___. 1 Date Called: ............. Special Instructions: Date Wanted:co ....:20..... r: a.m. 1 —15A-T• Requester: Phone tio: _ i 3 '1132. - -353.0 ElApproved per applicable codes. {TiCorrections required prior to approval. COMMENTS: -FiVe c›c:Kr....114. LA, - t( ;v..) 064c(114 ..,2.) I ..., 7 . : . ...---■ ,......, , -.. . . ...• nspect (ILAAA-s j IrA Date' (en— .2 et) • • :„ • - • SPECTION FEE RE RED. Prior next inspection..fee at 6300 Southcenter lvd.. Suite 100. Call to sch.adUte reinspeCtioh. • INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project-' L - Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: ..5.-- 9- // �-rrr_ � Requester: Phone No: 07 53- 23Z-35" 3'� wm i Approved per applicable codes. Corrections required prior to approval. 4 COMMENTS: ec o Date: 9 INSPECTION FEE REQJIRED. Prior • next inspection, fee must be aid at 6300 Southcenter plvd.. Suite 1 0. Call to schedule reinspection. INSPECTION RECORD t Retain a copy with permit co 10 -2« ' INSPECTION NO. ,/ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION • Ni- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: .4., / Type FR �spectio Inspection: Address: 12127'5 i- -5 Date Called: Special Instructions: Date r,W ante`edd: , f :m. m. Requester: 4 Phone No: .253-732. -S-3U 0 Apprdr Nper applicable codes. Corrections required prior to approval. CP NF ENTS: So i" FR AAA 4,60NIN.ANieca k I\ ectj: SPECTION FEE REQUIRED: at 6300 Southcenter Blvd.. Su Date: 'S — ( F-1 ext inspection, fee must be all to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: • (►7-2/13 4 -C.',�,►I,tTF/Z Type of Inspection: Lt/ Ad ress: / 4,22 2 13 _ _ Date Called: Special Instructions: Date Wanted: if i Requester: Phone No: ❑ Approved er\pplicable.codes. Corrections required prior to approval. COMMENTS: p 4 . •eti'A3i 4/64 OF / —NR Af4'/ 'Nair LAO i INSPECTION FEE EQUIRED. Prior to next inspection, fee must be aid at 6300 Southce er Blvd., Suite 100. Call to schedule reinspection. N- ' na. • .- del INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION C 6300 Southcenter Blvd., #100, Tukwila. V44188 (206) 431 -3670 Permit Inspection Request Line (206) 43-1-2451 Proms- J v �k p Ts't � Type of Inspection: f r e-" Address: 14'x1 -3 r i 3 Date Called: Special Instructions: {. Date Wanted: _ � a.m. ' / i k (-13',._!...,11" Requester: I , L- --J /1--r- tic 0 r IA', i Phone No 7_53 —132 3S3F Approved per applicable codes. a Corrections required prior to approval. COMMENTS: gr,),1/4-ki.A ./J\A Coa—uy &e_.A P ._ (e '1) f e I_ - -"JAL) E J 1 C. t_. 1 c ; -- {. 6.43.-, Fi r .A-. 6 `• ,)• /\ a 1 I , L- --J /1--r- tic 0 r IA', i (} ti.r " (L--- ,v A_ i-rB ol't 0 • 1- tN.s r— . I C Af `. ,-i .:-,e■ Ct p 1 \ J1 " C f i% L�t1-1/•. Cpe _1)^J i.4 `mil f. !' _pAf (lamP.n' ) Inspector: Date: -7 , "—I REINSPECTION FEE REQUIRED Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. ,uite 100. Call to schedule reinspection. • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: .,(A LtA .3 C-e.A)*•-sr- Type of I spectio �, Address: i qa- Suite #: , —4--I.6 Contact erson: Special Instructions: ( Phone No.: pproved per applicable codes Corrections required prior to approval. COMMENTS: Date: VA /6 / Sprinklers: Fire Alarm: Hood & Duct: Monitor: 'e S V ce:)."-- S"n k d IA pt-y0 e! S 0/\e Permits: Occupancy Type: PAtGh co A- ^ OK S' , • OK ,. Needs Shift Inspection: Date: VA /6 / Sprinklers: Fire Alarm: Hood & Duct: Monitor: i Pre -Fire: Permits: Occupancy Type: Inspector: S -D— Date: VA /6 / Hrs.: I $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from . the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: 1 State: Zip: fNord /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 - 1 INSPECTIQN NUMBER • • • b. INSPECTION RECORD Retain a copy with permit D /O- -- -5-_ /la PERMIT NUMBERS L' CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 • Project: Sprinklers: Type of Inspection: pvic 6oAe r /-5f sc Address: 14 ). 3 Suite #: T. T• (3. Contact Person: r2 4 Special Instructions: Occupancy Type: Phone No.: 1 s) -73.Z -33-30 r. Approved per applicable codes. Corrections required prior to approval. COMMENTS: Stis - s 1 ►+- ►�ss;►,S -CS 1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: - Permits: Occupancy Type: Inspector: .)f ( Date: (5' -/ y _ // Hrs.: n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. 3-r Billing Address Attn: Company Name: Address: . City: State: Zip: Word /Inspection Record Form.Doc • 6/11/10 T.F.D. Form F.P. 113 Y • • ,. .. _ . - .... INSPECTION RECORD Retain a copy with permit Oita zrz. /1- .5 — 43a PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT er 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: j-v, /04 c a 4 fe. A 3 Type of Inspection: spr, 41atom. -/G 6d<. -- Address: / 4 z 3 Suite #: T.t6 Monitor: _ Contact Person: Special Instructions: Permits: ,, - r 3 Phone No.: .2v4 . SCI -- 31,r5-- • Approved per applicable codes. Corrections required prior to approval. COMMENTS:' Sprinklers: 3 Fire Alarm: Hood & Duct: / Monitor: _ Pre -Fire: . Permits: ,, - Occupancy Type: i C7/e -10 (i. IC.✓ 'l .caro l -- IC; A- Gle vi•goH f. /Yo,L -.0fi /4/10,41- 7 `.. Needs Shift Inspection: Sprinklers: 3 Fire Alarm: Hood & Duct: / Monitor: _ Pre -Fire: . Permits: ,, - Occupancy Type: Inspector: � I 3 Date: 7/7 v ii Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Z,4 A. o.ese.. /444, Address: /4.2I Z. 31$ City: 54 a l7 (?v4 r) Company Name: /j,' . 5,4 St. A G 'To Word /Inspection Record Form.Doc State: Lt./4 6/11/10 1 Zip: 7 ,f27b T.F.D. Form F.P. 113 2 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: S-� 6, C�4de Type of Inspection: .SAQr,H4)�4— , �Gm i�� Fire Alarm: .' Address: 11-/z2. 3 Suite #: TrC3 . ; ■Phone Contact Person: ��� a ') Special Instructions: a1 : 4C c is �r * c Oil -in, G`f®,.i,_ --P'`ia.9 -.14.4.-- No.: z ,S3 - 73 z - 3s--.5e) Approved per applicable codes. Corrections required prior to approval. 'COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: /VC pe.4-7 . ;A `04. wLa,.2.0 lJa4 e . 1.4...)6 01,& 4.4.4 t, G a1 : 4C c is �r * c Oil -in, G`f®,.i,_ --P'`ia.9 -.14.4.-- f Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: pfl2 fi Date: 7 / /y /// •, s $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from . i the City of Tukwila Finance Department. Call to schedule a reinspection. Hrs.: 'i Billing Address Attn: 1 Company Name:. Aie. ,57-/k.c-71-14k- 5 L, C Address: /Z./ 1 v41/7 C. •••t.- City: !' c.l I4 r i State: Zip: 71.52,f Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • ' • INSPECTION NUMBER • INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Proje Sprinklers: Type of Inspection: 5? $"--- C.-R,r14R=stP Address: Suite #: 4-2L3 71 3 Contact Person: Special Instructions: Phone No.: Approved per applicable codes. „ •Corrections required prior to approval. COMMENTS: Sprinklers: _ Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: . :` 1 A 8 t P 04 L \ v..A ,C1." cl\ jy .11 vV' '-'1.7t1 - l� Gv. c� L\ i ; . , • r • • I • Needs Shift Inspection: *ti 4(1 Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: `'. =yy\sj Date: -' J 1 J J Hrs.: , s $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: 1 Company Name:. Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 2009 Washington State Ener• Code Compliance Form for Nonresidential and Multifamil Residential 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Info Project Address Juba Center Date 1/28/2011 14227 Tukwila International Blvd For Building Department Use Tukwila, WA 98168 Applicant Name: George E Hanson AIA Applicant Address: ro Box 99627 Seattle, WA 98139 Applicant Phone: 206 728 6900 FILE COPY 0,...,8. kiln CORRECSION LTR# REVIEWED FOR CODE COMPLIANCE APD f'1VED FEB 0 7 2011 City of'NM BUILDING DIVISION RECEIVED FEB 02 2011 PERMITcFNTER 2009 Washin ton State Ener Code Com•liance Form for Nonresidential and Multifamil Residential Interior Lighting Summary LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Info Project Address Juba Center Date 1/28/2011 14227 Tukwila International Blvd For Building Department Use Tukwila, WA 98168 Applicant Name: George E Hanson AIA Applicant Address: Po Box 99627 Seattle, WA 98139 Applicant Phone: 206 728 6900 Project Description Dining Room • New Building • Addition Alteration Plans Included Indicate controls (Sections 1513) including commissioning requirements on plans. Compliance Option 0 Prescriptive • Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plant Alteration Exceptions (check appropriate box - sec. 1132.3) 3 not changed • No changes are being made to the lighting and space use • Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor plan /room #) Occupancy Description Allowed Watts per f? .. brOSS mlenor Area in ft2 Allowed x Area Kitchen Restaurant (ceiling 8 10. -0 ") 1.22 1091 1331 Dining Room Restaurant (ceiling 8 10. -0 ") 1.22 940 1147 Kitchen Exempt Exh Hood (sect. 1512.1.4) exhaust hood lights 3 " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage Total Allowed Watt Location (floor plan /room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Kitchen Exempt Food Preparation (sect. 1512.1.4) Layin Fluore 6 Walkin Coolers Exempt Dining (sect. 1512.1.4) Surface Fluorexcent 2 Kitchen Exempt Exh Hood (sect. 1512.1.4) exhaust hood lights 3 Service Exempt (sect. 1512.1.4) buffet - bariata 7 Dining Room Exempt Dining (sect. 1512.2.6) 19 Dining Room Type A fixtures 30 60 1800 Dining Room Type D fixtures 1 75 75 Dining Room Type H Fixtures 4 75 300 Dining and BOH Emergency Exit Lights 4 15 60 Dining and BOB Exempt Emergency Egress Lights Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 2235 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, Tamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For line voltage track lighting, list the greater of actual luminaire wattage or length of tr multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. 2009 Washin ton State Ener Code Com•liance Form for Nonresidential and Multifamil Residential • • interior Lighting Summary (back) LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Prescriptive Spaces Occupancy: 0 Warehouse or Parking Garage 0 Other lifii Checklist Qualification ec Note: If occupancy type is "Other' and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) 0.85 o • Check if 95 /o or more of fixtures comply with 1.2 or 3 and rest are ballaste 1. Fluorescent fixtures with a) 1 or 2 two lamps, b) reflector or louvers, c) 5 -60 watt T -1, T -2, T-4, T -5, T -8, or CFL lamps, and d) hard -wired electronic dimming ballasts. Screw -in CFL fixtures and tracking lighting do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps < =150w c) electronic ballast 3. LED lights. TABLE 15 -1 Unit Liuhtina Power Allowance (LPA Use' LPA` (W /ft`) Use' LPA` (W/ftz) Automotive facility 0.85 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)5 0.91 Convention center 1.10 Parking garages 0.20 Courthouse 1.10 Penitentiary and other Group 1 -3 Occupancies 0.90 Cafeterias, fast food establishments', restaurants/bars5 1.20 Police and fire stations 0.90 Dormitory 0.85 Post office 1.00 Dweling Units 1.00 Retail'°, retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.33 Exercise center 0.95 School buildings (Group E Occupancy only), school classrooms, day care centers 1.00 Gymnasia, assembly spaces 0.95 Theater, motion picture 0.97 Health care clinic 1.00 Theater, performing arts 1.25 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.20 Transportation 0.80 Hotel /motel 1.00 Warehouses 0.50 Laboratory spaces (all spaces not classified "laboratory' shall meet office and other appropriate categories) 1.62 Workshops 1.20 Laundries 1.20 Libraries' 1.20 Plans Submitted for Common Areas Only' Manufacturing facility 1.20 Main floor building lobbies' (except mall concourses) 1.10 Museum 1.00 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.80 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by 2% per foot of ceiling height above 20 feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by 2% per foot of ceiling height above 12 feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by 2% per foot of ceiling height above 9 feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.1 w /ftZ may be used. 8) Reserved. 9) For indoor sport toumament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W/ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque) and lighting for free- standing display where the lighting moves with the display are exempt. An additional lighting power allowance is allowed for merchandise display luminaires installed in retail sales areas that are specifically designed and directed to highlight merchandise. The following additional wattages apply: i. 0.6 watts per square foot of sales floor area not listed in items ii and iii below; ii. 1.4 watts per square foot of furniture, clothing, cosmetics or artwork floor area; or iii. 2.5 watts per square foot of jewelry, crystal or china floor area. The specified floor area for items i, ii, or iii above, and the adjoining circulation paths shall be identified and specified on building plans. Calculate the additional power allowance by multiplying the above LPDs by the sales floor area for each department excluding major circulation paths. The total additional lighting power allowance is the sum of allowances for sales categories!, ii, or iii plus an additional 1,000 watts for each separate tenant larger than 250 square feet in area. The additional wattage is allowed only if the merchandise display luminaires comply with all of the following: (a) Located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). (b) Adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). This additional lighting power is allowed only if the lighting is actually installed and automatically controlled, separately from the general lighting, to be turned off during nonbusiness hours. This additional power shall be used only for the specified luminaires and shall not be used for any other purpose. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the intenor Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) 2009 Washin ton State Ener Code Com•liance Form for Nonresidential and Multifamil Residential Lighting Power Allowance Adjustments LTG -LPA ' 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Address IJuba Center 'Date 1/28/2011 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances fo interior lighting. The Occupancy Description should agree with the Use listed on Code Table 15 -1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft2. Carry the Adjusted LPA to the corresponding "Allowed Watts per2ft location on LTG -SUM. Adjusted Lighting Power Allowances (Interior) Location (floor plan /room #) Occupancy Description Allowed Watts per ft? ** Ceiling Height for this room Ceiling Height limit for this exception ** Adjusted LPA Watts per ftt Kitchen Food Preparation Space 1.20 10.0 feet 9 feet 1.22 Dining Dining Room 1.20 10.0 feet 9 feet 1.22 ** From Table 15 -1 based on exceptions listed in footnotes BXUV.U465 - Fire Resistance Ratings - ANSI /UL 263 ONLINE CERTIFICATIONS DIRECTORY Page Bottom BXUV.U465 Fire Resistance Ratings - ANSI /UL 263 Design /System /Construction /Assembly Usage Disclaimer Page 1 of 7 • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published Information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning altemate materials and alternate methods of construction. • Only products which bear UL's Mark are considered as Classified, Listed, or Recognized. REVIEWED FOR CODECOM APPrifVED FEB 0 7 2011 , Fire Resistance Ratings - ANSI /UL 26$'ILE COPY Permit No.. _ L.inn14 A n rmM nrid omls!jnng Fire Resistance Ratings - ANSI /UL 263 City of Tukwila BUILDING DIVISION Design No. U465 November 17, 2010 Nonbearing Wall Rating — 1 HR. CI i TREM1.A JAN - 112011 PER • CEN1ER NL :.*..4:_.- ....._w5;F.rw.....1 ��.�::a<:.e...iC:- .s•::... �.--- n.�.1:►M.�'Miiti� ��vw'�"C`.w:^u1�Y �1:.wvw..� -i i:�wuyvM..irne .b'i.'A...fF ?. • • • 1. Floor and Ceiling Runners — (not shown) — Channel shaped runners, 3 -5/8 in. deep (min), 1 -1/4 in. legs, formed from min No. 25 MSG galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. 1A. Framing Members*— Floor and Ceiling Runners — (Not shown) — As an alternate to Item 1 - Channel shaped, min 3 -5/8 in. deep, attached to floor and ceiling with fasteners 24 in. OC. max. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System CORRECTION LTA# 4.®1.._.,,. Rio -2'62 http: / /database.ul.com /cgi- bin /XYV /template /LISEXT /1FRAM E /showpage.html ?name= BXUV.U... 12/8/2010 BXUV.U465 - Fire Resistance Ratings - ANSI /UL 263 SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System Page 2 of 7 1B. Framing Members* - Floor and Ceiling Runners — Not shown - In lieu of Item 1 — For use with Item 2B, proprietary channel shaped runners, 1 -1/4 in. wide by min 3 -5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. CRACO MFG INC — SmarterTrack20T ", SmartTrack20T" MARINO /WARE, DIV OF WARE INDUSTRIES INC — VIper2OSTM Track, Viper20DT" Track 1C. Floor and Ceiling Runners — (Not shown) —For use with Item 2C- Channel shaped, fabricated from min 20 MSG corrosion- protected or galv steel, min depth to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners spaced max 24 in. OC. 1D. Framing Members * — Floor and Ceiling Runners — Not shown - In lieu of Items 1 through 1C — For use with Item 2D and 4G only, proprietary channel shaped runners, 1 -1/4 in. deep by min 3 -5/8 in. wide fabricated from min 0.018 in. thick gals steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. CLARKWESTERN BUILDING SYSTEMS INC — CW ProTRAK DIETRICH INDUSTRIES INC — DIETRICH ProTRAK DMFCWBS L L C — ProTRAK 1E. Framing Members * — Floor and Ceiling Runners — Not shown - In lieu of Items 1 through 1D — For use with Item 2E and 4I only, proprietary channel shaped runners, 1 -1/4 in. deep by min 3 -5/8 in. wide fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. TELLING INDUSTRIES L L C — TRUE- TRACKT" 2. Steel Studs — Channel shaped, 3 -5/8 in. deep (min), formed from min No. 25 MSG galv steel spaced 24 in. OC max. Studs to be cut 3/4 In. less than assembly height. 2A. Framing Members * — Steel Studs — As an altemate to Item 2 - Channel shaped studs, min 3 -5/8 in. deep, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System http: / /database.ul.com /cgi- bin /XYV/ template /LISEXT /1FRAME /showpage.html ?name =BXUV. U... 12/8/2010 . BXUV.U465 - Fire Resistance Ratings - ANSI /UL 263 Page 3 of 7 2B. Framing Members* - Steel Studs — Not shown - In lieu of Item 2 — For use with Item 1B, proprietary channel shaped steel studs, 1 -1/4 in. wide by min 3 -5/8 in. deep fabricated from min 0.020 in. thick galv steel. Studs cut 3/4 in. Tess in length than assembly height. CRACO MFG INC — SmarterStud20' ", SmartStud20'" MARINO /WARE, DIV OF WARE INDUSTRIES INC — Viper2OST", Viper20D'" 2C. Steel Studs — (As an altemate to Item 2, For use with Item 4E) Channel shaped, fabricated from min 20 MSG corrosion- protected or gals steel, 3 -1/2 in. min depth, spaced a max of 16 in. OC. Studs friction -fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. Tess than assembly height. 2D. Framing Members * — Steel Studs — As an altemate to Items 2 through 2C- For use with Item 113 and 4G only, channel shaped studs, min 3 -5/8 in. wide fabricated from min 0.018 in. thick galv steel, spaced a max of 24 in. OC. Studs to be cut 1/2 in. less than assembly height. CLARKWESTERN BUILDING SYSTEMS INC — CW ProSTUD DIETRICH INDUSTRIES INC — DIETRICH ProSTUD DMFCWBS L L C — ProSTUD 2E. Framing Members * — Steel Studs — As an alternate to Items 2 through 2D- For use with Item 1E and 4I only, channel shaped studs, min 3 -5/8 in. wide fabricated from min 0.018 in. thick galv steel, spaced a max of 24 in. OC. Studs to be cut 1/2 in. less than assembly height. TELLING INDUSTRIES L L C — TRUE - STUD'" 3. Batts and Blankets* — (Optional) — Mineral wool or glass fiber batts partially or completely filling stud cavity. See Batts and Blankets (BZJZ) category for names of Classified companies. 3A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 Ib /ft3. Altemate application method: The fiber is applied with U.S. Greenflber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 ib /ft3. U S GREENFIBER L L C — Cocoon2 Stabilized or Cocoon -FRM (Fire Rated Material) 3B. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray applied cellulose insulation material. The fiber Is applied with water to Interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU -WOOL CO INC — Cellulose Insulation 3C. Fiber, Sprayed* — As an altemate to Batts and Blankets (Item 3) - Spray applied cellulose fiber. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application Instructions supplied with the product. The minimum dry density shall be 4.30 Ibs /ft3. INTERNATIONAL CELLULOSE CORP — Celbar -RL 4. Gypsum Board* — 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. When attached to Item 6 (resilient channels) or 6A (furring channels), gypsum board is screw attached to furring channels with 1 in. long, Type S steel screws spaced 12 in. OC. AMERICAN GYPSUM CO — Types AG -C, AGX -1 http: / /database.ul.com /cgi- bin /XYV/ template /LISEXT /1FRAME /showpage.html ?name = BXUV.U... 12/8/2010 . BXUV.U465 - Fire Resistance Ratings - ANSI /UL 263 Page 4 of 7 BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO — Type DBX -1. CANADIAN GYPSUM COMPANY — Types AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRC or WRX. CERTAINTEED GYPSUM INC — Types 1, EGRG, GlasRoc, ProRoc Type X, ProRoc Type C, SllentFX. CERTAINTEED GYPSUM CANADA INC — ProRoc Type C, ProRoc Type X, ProRoc Type Abuse - Resistant. GEORGIA - PACIFIC GYPSUM L L C — Types 5, 6, 9, C, DAP, DD, DA, DAPC, DGG, DS, GPFS6. LAFARGE NORTH AMERICA INC — Types LGFC2, LGFC2A, LGFC6, LGFC6A, LGFC -C, LGFC -C /A, LGFC -WD. NATIONAL GYPSUM CO — Types FSK, FSK -C, FSK -G, FSW -C, FSW -G, FSW, FSW-3, FSW -5, FSW -6. NATIONAL GYPSUM CO — Riyadh, Saudi Arabia — Type FR, or WR. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type PG -C, PG -11 or PG -9. PANEL REY S A — Types PRX, RHX, MDX, ETX. SIAM GYPSUM INDUSTRY (SARABURI) CO LTD — Type EX -1 TEMPLE - INLAND — Type X, Veneer Plaster Base - Type X, Water Rated - Type X, Sheathing - Type X, Soffit - Type X, TG -C, GreenGlass Type X, Type X Comfort Guard Sound Deadening Gypsum Board. UNITED STATES GYPSUM CO — Type AR, C, FRX -G, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRC, WRX, USGX (Joint tape and compound, Item 5, optional for use with Type USGX). USG MEXICO S A DE C V — Type AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRC or WRX. 4A. Gypsum Board* — (As altemate to Item 4) - Nom 5/8 in. thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed by steel framing. Panels attached to steel studs and floor runner with 1 in. long Type S steel screws spaced 8 in. OC when applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. When used In widths other than 48 in., gypsum panels to be installed horizontally. CANADIAN GYPSUM COMPANY — Types AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRC or WRX. CERTAINTEED GYPSUM INC — ProRoc Type X, ProRoc Type C. CERTAINTEED GYPSUM CANADA INC — ProRoc Type X, ProRoc Type C. GEORGIA- PACIFIC GYPSUM L L C — Types DAP, DAPC, DGG, DS. LAFARGE NORTH AMERICA INC — Type LGFC6A, LGFC -C/A http : / /database.ul.com /cgi- bin/XYV/ template /LISEXT /1FRAME /showpage.html ?name= BXUV.U... 12/8/2010 • BXUV.U465 - Fire Resistance Ratings - ANSI /UL 263 Page 5 of 7 UNITED STATES GYPSUM CO — T ype AR, C, FRX -G, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRC, WRX, , USGX (Joint tape and compound, Item 5, optional for use with Type USGX). USG MEXICO S A DE C V — Type AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRC or WRX. 4B. Gypsum Board* — (As an alternate to Items 4 or 4A) — Nom 3/4 in. thick, 4 if wide, installed as described in Item 4A with screw length increased to 1 -1/4 in. CANADIAN GYPSUM COMPANY — Types AR, IP -AR. UNITED STATES GYPSUM CO — Types AR, IP -AR. USG MEXICO S A DE C V — Types AR, IP -AR. 4C. Gypsum Board* — As an altemate to Items 4, 4A, and 4B - Nom. 5/8 in. thick gypsum panels, with square edges, applied horizontally. Gypsum panels fastened to framing with 1 in. long bugle head steel screws spaced a max 8 in. OC, with last 2 screws 3/4 in. and 4 in. from each edge of board. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs on Interior walls need not be staggered or backed by steel framing. TEMPLE - INLAND — GreenGlass Type X. 4D. Gypsum Board* — As an alternate to Items 4, 4A, 4B, and 4C - Nom. 5/8 in. thick gypsum panels applied horizontally. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Gypsum panels fastened to framing with 1 in. long Type S steel screws 1- 1/2 in. from board edges, 3 in. from board edge and every 8 in. OC in the field. Screws spaced a max 12 in. along the top and bottom edges of the wall. NATIONAL GYPSUM CO — Types FSK, FSK -C, FSK -G, FSW -C, FSW -G, FSW. 4E. Gypsum Board* — (As an alternate to Items 4 through 4D) - Installed as described in Item 4. 5/8 in. thick, 4 ft. wide, paper surfaced, applied vertically only and fastened to the studs and plates with 1 in. long, Type S steel screws spaced, 8 in. OC. Not to be used with Item 6. NATIONAL GYPSUM CO — SoundBreak XP Type X Gypsum Board 4F. Gypsum Board* — (Not Shown) - (As an alternate to Item 4 when used as the base layer on one or both sides of wall. For direct attachment only to steel studs Item 2C) - Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to studs with 1 -1/4 in. long Type S -12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the fleld. RAY -BAR ENGINEERING CORP — Type RB -LBG 4G. Gypsum Board* — (As an alternate to Items 4 through 4F) — For use with Items 1C and 2C only, 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the fleld of the board. Joints oriented vertically and staggered on opposite sides of the assembly. NATIONAL GYPSUM CO — Types FSW UNITED STATES GYPSUM CO — Type SCX 4H. Wall and Partition Facings and Accessories* — (As an alternate to Items 4 through 4G) — Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described In Item 4. SERIOUS MATERIALS INC — Types QuietRock ES, QuietRock 527. http : / /database.ul.com /cgi- bin/XYV/ template /LISEXT /1FRAME /showpage.html ?name = BXUV.U... 12/8/2010 BXUV.U465 - Fire Resistance Ratings - ANSI /UL 263 Page 6 of 7 4I. Gypsum Board* — (As an altemate to Items 4 through 4F) — For use with Items 1E and 2E only, 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC In the fleld of the board. Joints oriented vertically and staggered on opposite sides of the assembly. UNITED STATES GYPSUM CO — Type SCX 5. Joint Tape and Compound — Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape, 2 In. wide, embedded in first layer of compound over all joints. As an altemate, nominal 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. Paper tape and joint compound may be omitted when gypsum boards are supplied with square edges. 6. Resilient Channel — (Optional -Not Shown) — 25 MSG galv steel resilient channels spaced vertically max 24 in. OC, flange portion attached to each intersecting stud with 1/2 in. Tong type S -12 pan head steel screws. May not be used with Item 4F. 6A. Steel Framing Members (Not Shown)* — As an alternate to Item 3, furring channels and resilient sound isolation clip as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2 -3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self- tapping No. 6 framing screws, min 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. b. Framing Members* — Used to attach furring channels (Item a) to studs (Item 1). Clips spaced 48 in. OC., and secured to studs with 1 -5/8 in. wafer or hex head Type S steel screw through the center grommet. Furring channels are friction fitted Into clips. PAC INTERNATIONAL INC — Type RSIC -1. 6B. Framing Members* — Optional - Not Shown - Used as an alternate method to attach resilient channels (Item 6). Clips attached at each intersection of the resilient channel and the steel studs (Item 2). Resilient channels are friction fitted into clips, and then clips are secured to the stud with min. 1 in. long Type S -12 pan head steel screws through the center hole of the clip and the resilient channel flange. KEENE BUILDING PRODUCTS CO INC — Type RC Assurance. 7. Wall and Partition Facings and Accessories* — (Optional, Not shown) — Nominal 1/2 in. thick, 4 ft wide panels, for optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with manufacturer's recommendations. When the QR -510 panel is installed between the steel framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) is /are to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or Intended as a substitute for the required layer(s) of UL Classified Gypsum Board. SERIOUS MATERIALS INC — Type QuietRock QR -510. 8. Lead Batten Strips — (Not Shown, For Use With Item 4E) - Lead batten strips, min 1 -1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. Strips placed on the interior face of studs and attached from the exterior face of the stud with two 1 in. long Type S -12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ- L -201f, Grade "C ". Lead batten strips required behind vertical joints of lead backed gypsum board (Item 4E) and optional at remaining stud locations. Required behind vertical joints. 9. Lead Discs or Tabs — (Not Shown, For Use With Item 4E) - Used in lieu of or in addition to the lead batten strips (Item 8) or optional at other locations - Max 3/4 in. dlam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1 -1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item 4E) underneath screw locations prior to the installation of the screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ- L -201f, Grade "C ". *Bearing the UL Classification Mark Last Updated on 2010 -11 -17 Questions? Print this page Notice of Disclaimer Page Top http: / /database.ul.com /cgi- bin /XYV/ template /LISEXT /1FRAME /showpage.html ?name= BXUV.U... 12/8/2010 . BXUV.U465 - Fire Resistance Ratings - ANSI /UL 263 Page 7 of 7 Copyright © 2010 Underwriters Laboratories Inc.® The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and /or Listings (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must Include a copyright notice in the following format: "Copyright © 2010 Underwriters Laboratories Inc. ®" An independent organization working for a safer world with integrity, precision and knowledge. http: / /database.ul.com /cgi- bin /XYV /template /LISEXT /1FRAM E /showpage.html ?name = BXUV.U... 12/8/2010 • r tiA ARCHITECTS, INc. P.S. January 9, 2011 JUBA CENTER Phase 2 permit D10 -282 Plan Review: Allen Johannessen The following is in response to correction sheet dated October 27, 2010: crtYRMu► JAN 1 1 2011 PERMIT CENIER 1.) The occupancy data on the cover sheet refers to this space as a "8" occupancy with occupancy count of 48. The seating is shown is 48 however there is a waiting area with seating and with service occupants, this would put the numbers well over 50 by your calculations Response: After considerable debate and negotiation the owner agreed to pursue an Assembly Occupancy in the Phase 2 space. Occupancy type and occupancy total has been revised on Sheet A- 1.0. 2.) In addition to item 1) the spaces on the west side of the restaurant is an "M" occupancy. The previous permit had shown offices. However this also would need to be changed Response: The room titles for spaces in Phase One of Juba Center were changed from Office to Retail Space during the building department correction phase and is identified as such on the Permit Set for that construction. 3.) "M" and "A" occupancies shall be separated by one hour construction Response: See notes on sheet A -1.0 for one hour rated assembly BXUV U465, ANSI /UL 263 and revised door schedule. 4.) Provide a reflected ceiling plan that show emergency lighting. An egress plan shall also be required to show the means of egress. This may be combined on the reflected ceiling plan Response: See reflected ceiling plan on sheet A -2.0. 5.) Provide a completed Washington State Energy Code Non - residential lighting compliance form. Response: See attached. 6.) Plan shows a detail of a type I hood penetrating the east side wall. Provide specific details Response: See additional description at sheet A -3.0. GEORGE HANSON ARCHITECTS, INC. PS PO Box 99627 SEATTLE, WASHINGTON 206 728 6900 (OFFicE) 206 260 2910 (FAx) 1 Juba Center Building Dept Corrections January 9, 2011 Page 2 7.) Provide accessible barrier free details with dimension specifications for check writing and service counters. Response: See details added at sheet A -3.0. 8.) Due to the number of occupants for the "M" occupancy and the restaurant, separate bathrooms shall be required, one for Men and one for Women since these two occupancies are using the same restroom facilities. Provide calculations for the number of combined occupants of the restaurant and mercantile. Show the two restrooms shall be sufficient for the combined tenants for the number of required fixtures Response: See plumbing fixture calculation on sheet A -1.0. George E Hanson AIA 206 910 8629 (Cell) ghanson @gharch.com 03 -02 -2011 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director GEORGE E HANSON AIA PO BOX 99627 SEATTLE WA 98139 RE: Permit Application No. D10 -282 14223 TUKWILA INTERNATIONAL BL TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 10/25/2010, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 04/23/2011. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, ID-A° CtIVII Bill Rambo Permit Technician File: Permit File No. D10 -282 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Jim Haggerton, Mayor epartmer t of Commu ity evelopment Jack Pace, Director December 16, 2010 George E. Hanson AIA PO Box 99627 Seattle, WA 98139 RE: Correction Letter #1 Development Permit Application Number D10 -285 Juba Center, Phase II —14227 Tukwila International BI Dear Mr. Hanson, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions concerning the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Jenni Perm enc File No. D10 -282 er Marshall Technician W:\Permit Center\Correction Letters\2010\D10 -282 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 • 1 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Project Name: Juba Center, Phase 2 Permit #: D10 -282 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The occupancy data on the cover sheet refers to this space as "B" occupancy with occupancy count of 48. The seating is shown is 48 however there is a waiting area with seating and with the service occupants, this would put the numbers well over 50 by your calculations. This however is "A" with "B" occupancy. The dining area shown shall calculate 940sf/15 =63 occupants. Service area 1091 sf /200 =5 with the total for this tenant at 68 occupants. Please revise the occupant calculations and occupancy types for this tenant space. 2. In addition to item 1), the spaces on the west side of the restaurant is an "M" occupancy. The previous permit had shown offices. However this also would need to be changed to be identified as mercantile (M) spaces. Please provide the clarification to show the spaces as M occupancies. 3. "M" and "A" occupancies shall be separated by one hour construction. Provide a wall detail for the wall separating the two occupancies. Include the UL listing for the wall construction. In addition the temporary wall shown adjacent to the kitchen office may require a one hour exit door and wall constructed to divide the two spaces. Please provide these details and include door specifications. (IBC Table 508.4) 4. Provide a reflective ceiling plan that show emergency lighting. An egress plan shall also be required to showing the means of egress. This may be combined on the reflective ceiling plan. Identify the length of egress travel. Provide dimensions for the paths of egress travel. 5. Provide a completed Washington State Energy Code Non - residential Lighting compliance form. 6. Plan shows a detail of the type I hood penetrating the east side wall. Provide specific details for the penetration of the duct through the exterior wall. 7. Provide accessible barrier free details with dimension specifications for check writing and service counters. • • 8. Due to the number of occupants for the "M" occupancy and this restaurant, separate bathrooms shall be required, one for Men and one for Women since these two occupancies are using the same restroom facilities. Provide calculations for the number of combined occupants of the restaurant and mercantile. Show the two restrooms shall be sufficient for the combined tenants for the number of required fixtures. Number of fixture requirement shall be identified by the combined square footage of the two separate occupancies. Provide restroom names specifying which the Men's and Women's restrooms are. (IBC Chapter 29 Washington State Amendments) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. n Department of Community Development Jack Pace, Director AID City of f TulCiA/1la Jim Haggerton, Mayor January 28, 2011 George E. Hanson AIA PO Box 99627 Seattle, WA 98139 RE: Correction Letter #2 Development Permit Application Number D10 -282 Juba Center, Phase II —14227 Tukwila International BI Dear Mr. Hanson, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions concerning the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, er Marshall t Technician encl File No. D10 -282 W:\Permit Center\Conection Letters \2010\D10 -282 Correction Letter #2.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: January 27, 2011 Project Name: Juba Center, Phase 2 Permit #: D10 -282 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Calculated lighting budget did not meet current energy codes. Please provide a revised 2006 Washington State Non - Residential lighting summary compliance form. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. Food and Facilities Program 401 Fifth Avenue, Suite 1100 Seattle, WA 98104 -1818 206- 296 -4632 Fax 206 - 296 -0188 TTY Relay: 711 www.kingcounty.gov/health January 31, 2011 Mr, George Hanson c/o George Hanson Architects, Inc. P.S. P.O. Box 99627 Seattle, WA 98139 • Public Health IA Seattle & King County MOM WV OPT FEB 07.2011 ?WAIT MITER Re: PLANS AND SPECIFICATIONS FOR: Juba Center at 14227 Tukwila International Blvd, Tukwila, WA 98168 SR1199736 P/E 6713 (Risk 3) Dear Mr. Hanson: The plans and specifications for the above new project have been reviewed and, in accordance with the provisions of Title 5, the Code of the King County Board of Health (The Food Code) are hereby APPROVED and subject to the following conditions: • All prep sinks and ice machine need to be indirect plumbed. Plumbing systems shall be designed, constructed and installed according to law (applicable local, state and federal statues, regulations and ordinances). • Hot water generation and distribution systems shall be sufficient to meet the peak hot water demands throughout the food establishment. Failure to have hot water of at least 100 degrees Fahrenheit is a red critical violation. If this violation is cited three (3) times in a twelve (12) month period, the food establishment may be closed and the permit may be suspended. • No changes shall be made without Health Department approval. Your establishment has been assigned the following plan review service number (SR1199736). Please use this SR# in all future contact with us. As required in The Food Code, upon completion of the construction and before opening for business, the food service establishment operator /owner shall: 1 Complete an application for the annual operations permit if you don't have a current permit. Include a copy of this letter when applying for the annual permit. Please call me prior to paying for your permit to verify the correct fee. Be advised that the penalty for commencing operation of a food service establishment without the required permit is 50% of the applicable permit fee. 2. Obtain a preoperational inspection approval. Contact Sid Forman at (206) 263 -8531 at least one week in advance to schedule a preoperational inspection. Be sure all other Mr. George Hanson January 31, 2011 Page 2 of 2 inspections (plumbing, building, etc.) are done before you call the Health Department for an inspection. This approval letter only addresses the equipment, plumbing fixture locations and finishes. It does not include piping, grease traps, back flow prevention or other piping systems. Your application for a food service establishment permit from Public Health — Seattle & King County may be approved during this inspection however it is the responsibility of the food service establishment operator /owner to obtain all necessary permits and approvals from other agencies. Operating the establishment without these required permits or approvals may subject the operator /owner to legal action by the appropriate agencies. If the establishment is opened without the Health Department preoperational inspection, it may be subject to closure. Failed preoperational inspections will require a $382 fee for a repeat inspection. Contact your local building department or water district if pre - treatment facilities are required when wastewater contains more than 100 parts per million by weight of fat, oil or grease of animal, vegetable or mineral petroleum origin. Please arrange to have your approved set of plans picked up at my office within 30 days of this approval. If you have any questions, please do not hesitate to contact me. Than you for your compliance in this matter and I look forward to working with you. Sincerely yo s Sid Forman, RS Health and Environmental Investigator III Food Plan Reviewer Public Health - Seattle and King County 401 Fifth Avenue, #1100 Seattle, WA 98104 -4099 sid.folman@kingcounty.gov (206) 263 -8531 Fax: (206) 296 -0189 Enclosures • PERMIT PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -282 DATE: 02 -02 -11 PROJECT NAME: JUBA CENTER, PHASE 2 SITE ADDRESS: 14227 TUKWILA INTERNATIONAL BL Original Plan Submittal X Response to Correction Letter # 2 Response to Incomplete Letter# Revision # After Permit Issued EPARTMENTS: 9 ul ding 'vision lir Public Works ❑ Fire Prevention Structural n Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02-03 -11 Complete 1 Incomplete n Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route 7 Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 03 -03-11 Not Approved (attach comments) ❑ 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 • PERMITCOORDCOPY0 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -282 DATE: 01/11/11 PROJECT NAME: JUBA CENTER, PHASE 2 SITE ADDRESS: 14227 TUKWILA INTERNATIONAL BL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS Zan Ivision Public Works Fire Prevention Structural n Planning Division n ❑ Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 01/13/11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required DATE: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: DUE DATE: 02/10/11 Approved Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW NJ Staff Initials:f�/\P Documents/routing slip.doc 2 -28 -02 • PERMIT Co {'D COP- PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -282 DATE: 10/25/10 PROJECT NAME: JUBA CENTER, PHASE 2 SITE ADDRESS: 14227 TUKWILA INTERNATIONAL BL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPA TMENT ui�din� �IVlslon j ru'lbiiic Wo'rl lg. ` y Fire A-vv■ Prevention Structural Planning Division imu Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 4,1 Comments: Incomplete DUE DATE: 10/26/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Building Please Route Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/23/10 Approved n Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only ��(( ���(( 4 CORRECTION LETTER MAILED: , UG ' Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: A. Documents/routing slip.doc 2 -28 -02 • 1 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Web site: http. /Avww ci tukwila.3va.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: �/ /0— 21 Z- ❑ Response to Incomplete Letter # Response to Correction Letter # 2- ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: Phone Number: JC-4- --'-eo'vt 71e Summary of Revision: f/249 rJ e FFB022011 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisio c Received at the City of Tukwila Permit Center by: Entered in Permits Plus on H:\Applications \Forms - Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Created: 8 -13 -2004 Revised: 7 -2010 • City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: //www.ci.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: 1/11 /1' Plan Check/Permit Number: ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: _p lb- Z0Z ovryclnitivirwu JAN 112011 PERMIT CENTER Juelar Z TvmotLA, LaT'YLxc T0t47d1- ) Lup • Phone Number: Zoo 7243 4 1ot s .a. �T -17 vtittzuitz Summary 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: kr Entered in Permits Plus on 1 t H: \Appbcations\Forms- Applications On Line \2010 Applications \7 -2010 - Revision Submittal.doc Created: 8 -13 -2004 Revised: 7 -2010 TOWN BE YI'!BNi EN7 14816 Milit Road South P.O. Box 0 Tukwila, WA 98168 y--� Phone: (206) 242 -3236 I Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY Residential: $50 Commercial: $100 pg" / i° /z1 /co ❑ Certificate of Sewer Availability OR 1131 Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) Purpose Purposeilf Certificate: Lla'Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: �� ❑ Residential Single Family El Residential Multi - Family :d Commercial ❑ Other Applicants Name: —3-1 tba ,C Phone: (-u)b > — 3 - 22 LZ Property Address or Approximate Location: Tax Lot Number: iP to is lr 14227 TUtr- . A NrCia ,31- 13LA2)) Su otLAr i 0 ( 1 r..w∎La. w Pr 1'1 I t Legal Description(Attach Map and Legal Description if necessary): ..."114a b Cer•.ce.J Li- e- (A. p may, -t-v 1'C a �,PS (-a�1'''^�/� - pi, . Go,,,.a -ek w , cl 'r�t, 2-o G - 702-8- 6°1 p D (La,- QJ GoeL •N/- - Part B: (To Be Completed by Sewer Agency) r4 1. 21 a. Sewer Service will be provided by side sewer connection only to an existing 0 size sewer ® feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or Cl (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. El a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ 10 (9— Co a. District Connection Charges due prior to connection: ri, du GFC: $ 15227— SFC: $ '10 er UNIT: $ TOTAL: $ 4jC1� Pe" (Subject to Change on January 1st) Either a King County /Metro Capacity Charge, a SWSSD, or Midway Sewer District Connection Charge may be due upon connection to sewers. RECEIM b. Easements: ❑ Required ❑ May be Required CITY OFTUi(V1tILA c. Other: G- re.are ice+ e/ r vm-4.7 e re7 uz ;4.4 OCT 2 5' 2010 G PERMIT CENTER I hereby certify that the above sewer agency information is true. This certification shall be valid for one year fro date of signature. 1O/211 /d . Title DID co 2.12, ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non - Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property"), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or ity ofSeaTac. This Certificate is between the District and the applicant only, and no third person or p shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwis 2. This Certificate creates no contractual relationship between the District and the applicant and successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits; approvals and authorizations from King County, City of Seattle, City of Tuwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service-which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I acknowledge that I have received the Certificate of Sewer Availability/Non-Availability and this Attachment, and fully understand the terms and conditions herein. Ie_21_2_vtD Applicant's Signature Date CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 -431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 -431 -3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district PERMIT NO.: Min ik @,r can li��+ate�l:;b�y'�aP�lica��f�`' t, . ,. Site address (attach map and legal description showing hydrant location and size of main): it'22 `7 TuIc.wtLA TNITV..0 L. D S of Ti)K.w%Ltktw P 9gI G -Pci -D • 't , tiOwine%jnfork ation°� ''^'. :H�,• � '.. r'; '!1., St _ , ,� ! . CIA,. 16 ` '. 'a . - :�A9erft QntaCt,Persdn d: _ 2 .. . , } '!.tRi'Y y 1,-0,,-s1 r+,,t Name: -u'Nbo1 C.P.vt�t_n„ G Name: Abel i Qc�l Fa wg a-F-e. Address:14�7 -rUi LA troov -gvr4 Suit,.. l00 Address: p,e, ab� 6 Fs:9 z4 ,et W4 9 t 16re Phone: (2.06). 3 41_ 2.2.7. O are Phone: [so to / —' &'7 -• 0, 1 7 S This certificate is for the purposes of: ❑ Residential Building Permit ?' Commercial/Industrial Building Permit ❑ Rezone ❑ Preliminary Plat ❑ Short Subdivision ❑ Other Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant to the closest point of structure is ft. Area is served by (Water Utility District): OwnCI1 gent Signature ID. 21- 2o10 Date 1. The proposed project is within u k_w r (a_ 2. [RN.--o-improvements required. f a �t 'N9 Jt (City /County) 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: /9- (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of /43 / gpm at 20 psi residual for a duration of 2 hours at a velocity of A fps as documented by the attached calculations. 5. water ailability: RECEIVED_ Acceptable service can be provided to this project CITY OF TUKwiLA 0 Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. OCT 2 5 2010 System is not capable of providing service to this project. PERMIT CENTER I hereby certify that the above information is true and correct. df- K i N G6es . Lo A'r-62 P; 5`r. 12-5 Agency /Phone 2pG - 2y2._g5y7 �. Pd By 6d ---2./-10 Date �xP t v� es ia - -el -1I This certificate is not valid without Water District #125's attachment entitled "Attachment to Certificate of Water Availablity" \applications \water availability (7 -2003) Printed: 9 -16-03 Contractors or Tradespeople P nter Friendly Page 1 General /Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name N C STRUCTURES LLC UBI No. 602024649 Phone 3602758660 Status Active Address 121 E Ethan Ln License No. NCSTRL'002N2 Suite /Apt. License Type Construction Contractor City Belfair Effective Date 8/22/2000 State WA Expiration Date 5/11/2012 Zip 98528 Suspend Date County Mason Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status NAKAMC *095B4 CONSTRUCC TION CONSTR Construction Contractor Carpentry/Framing Unused 1/24/1991 1/18/2001 Archived Business Owner Information Name Role Effective Date Expiration Date NAKAMURA, RAY Partner /Member 01/01/1980 Bond Amount NAKAMURA, TAMMY J Partner /Member 05/17/2010 100124508 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 6 American Contractors Indem CO 100124508 05/11/2010 Until Cancelled $12,000.0005/11 /2010 5 AMERICAN CONTRACTORS INDEMNITY 100017230 02/18/2007 Until Cancelled 04/13/2010 $12,000.0002/02 /2007 4 ACCREDITED SURETY E CAS CO 10013761 02/18/2005 Until Cancelled 02/18/2007 $12,000.0003/17 /2005 3 COLONIAL AM CAS E SURETY OF MARYLAND LPM4068005 02/18/2005 Until Cancelled 04/14/2005 $12,000.0002/22 /2005 Assignment of Savings Information Savings Assignment of Savings Account Number Effective Date Release Date Assignment Type Impaired Date Amount Received Date 1 8/22/2000 Until Released Bond $4,000.00 Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 14 WESTERN HERITAGE INS CO SCP0797344 05/11/2010 05/11/2011 $1,000,000.00 05/11/2010 13 WESTERN HERITAGE INS CO SCP1247508 05/11/2010 05/11/2011 $1,000,000.0005 /11/2010 12 LLOYDS OF LONDON (UNDERWRITER PAT041095 03/09/2009 03/09/2010 $1,000,000.00 03/10/2009 11 U/W AT LOYDS PAT038813 03/01/2008 03/01/2009 $1,000,000.00 02/25/2008 https: // fortress .wa.gov /lni/bbip /Print.aspx 03/29/2011 31T1 -1 AvENUE 1 PROP LINE 259' -0' PROP LINE 213' -4' (STING LOADING DOCK NO CINANGE TO PARKING, LANDSCAPE, LOT COVERAGE OR EXTERIOR SHELL OF THE MAIN STRUCTURE. PREP LINE 199 -0' SITE PLAN SCALE 1" = 40' -0' PROJECT DATA SCOPE OF WORK TENANT IMPROVEMENT OF EASTERN TENANT SPACE OF EXISTING BUILDING FOR USE AS RETAIL_ TAX PARCEL NUMBER: I52304 -9011 SITE ADDRESS 14221 TUKWILA INTERNATIONAL BLVD, SUITE D TUKWILA, WASHINGTON 9 • A. w. a A. 1. JUBA CENTER LLC 3920 SOUTH 146T1-1 ST TUKWILA, WASHINGTON 9 AND L ORD /FARCE L OWNER SEG 56TH LLC C/0 FIRST WESTERN PROPERTIES, INC. 520 KIRKLAND WAY SUITE 100 KIRKLAND, WASHINGTON 98033 LEGL DESCRIPTION BEG 259 FT E OF SW COR OF SE 1/4 OF SW 1/4 TH N 2 '1930 FT TO TPOB TH CONT N 150.10 FT TH E 329 FT M/L TO WLY LNOFSTHWY *1TH SLY ALG SDWLYLNTOAPTWHICH BEARS 6 86 -33 -03 E 294.65 FT FR TP08 TH N S6 -33 -03 W 294105 FT TO TF08 ZONING: TYPE OF CONSTRUCTION: TYPE OF FIRE PROTECTION: BUILDING ARE DRUG STORE LAUNDRY L IOlIOR STORE T TO • YEAR B THIS PE JUBA CE PHASE 1 NCC 28 (MASONRY) FIRE SPRINKLERS 15,066 S.F. (B OCCUPANCY) 3,114 S.F. (B OCCUPANCY) . I — • cl) / / / / / / SOUTH 144ST STREET / / / / I9' -0 3/4° JUBA CENTER 14227 TUKWILA INTERNATIONAL BLVD. PLANNING APPROVED • No changes can be made to these plans without approval from the Planning Division of DCD Approved By: Date: FILE COPY Permit No.D 18.2` Plan review approval is subject to errors and omissions Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Fie,= sy and conditions is acknowledged: BY Date: 6' -9 3/4' City Of lbkwila BUILDING DIVISION 8' -1 1/8' REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions Will require a new plan submittal and may include additional plan review fees. r EP`ARAT E PERMIT REQUIRED FOR: C tlechanicai Le Electrical Plumbing alias Piping City of Tukwila DING DIVISION WALL TYPES EXISITNG WALL TO REMAIN. PROVIDE NEW FINISH AS E NOTED. 01 O 3 1" METAL STUD AT 16" OC WITH I' TYPE X GUM EACH SIDE —FLOOR TO 1' -9' AFF. 02 O 3 I" METAL STUD AT 16" OC WITH TYPE X GW8 EACH SIDE —FLOOR TO SUSPENDED CEILING. 03 03 HEADER ONLY - 3 r METAL STUD WALL WITH ' TYPE X GW6 EACH SIDE - FROM 8' -0' AFF TO UNDER SIDE OF ROOF DECK. APPLY DRYWALL TO ONE SIDE OF STUDS ABOVE THE SUSPENDED CEILING. START HEADER AT TOP OF WALKIN BOXES WHERE THEY OCCUR. OTHERWISE START HEADER AT 8' -0' AFF. PROVIDE LATERAL BRACING FOR ALL METAL STUD WALLS TO STRUCTURE PER IBC REQUIREMENTS. FIRE SEPARATION: THE WALL BETWEEN PHASE ONE AND PHASE 2 OCCUPANCIES SHALL BE A ONE HOUR FIRE SEPARATION WALL FROM FLOOR TO UNDERSIDE OF ROOF SHEATHING. UL ASSEMBLY U465. PROVIDE ONE HOUR FIRE DAMPERS (SMOKE AND FIRE) AT HVAC PENTRAT IONS. PROVIDE FIRE RATED DOOR 105 AS SHOWN ON THE FLOOR PLAN AND DOOR SCHEDULE. 48' -9 3/8" (F") 1' -11 1/2' 1' -10 1/4" 2 '-4" 11'-10 1/2" TUKWILA, WASHINGTON DRAWING INDEX A -1.0 A -2.0 A -3.0 KC -I KC -2 KC -3 KC -4 COVER SI -1EET REFLECTED CEILING PLAN ENLARGED PLANS AND SCHEDULE KITCHEN EQUIPMENT PLAN EQUIPMENT SCHEDULE NOT USED EQUIPMENT ELEVATIONS DEFERRED SUBMITTALS DESIGN BUILD PLUMBING DESIGN BUILD I-1VAC DESIGN BUILD ELECTRICAL NREC LIGHTING AND MECHANICAL COMPLIANCE FORMS FIRE SPRINKLERS MODIFICATIONS FIRE ALARM MODIFICATIONS ANY SPECIAL INSPECTIONS THAT MAY BECOME NECESSARY PLUMBING FIXTURE CALC PHASE ONE - MERCANTILE 3,562 SF / 1 OCCUPANT PER 200 SF = 18 OCCUPANTS / 2 SEXES = 9 OCCUPANTS (PER MEN AND WOMEN) PHASE TWO - ASSEMBLY (RESTAURANT) 2,031 SF / 1 OCCUPANT PER 30 SF = 68 OCCUPANTS / 2 SEXES = 34 OCCUPANTS (PER MEN AND WOMEN) TOTAL OCCUPANT LOAD = (9 =34) = 43 OCCUPANTS WAC AMMENDMENT TABLE 29012.1 REQUIRES 2 WC PLUS I LAV PER RESTROOM. • 1' (STING TROOM Do ELECTRICAL CLOSET '/. l'///7 /T /.% /r+"7 /"%l/ /l % % /,*./ //'/+ / /,/ /..' /.' /. " /.��' /.a�'/. / FREEZER 204 I ®i yr 1�1 IOW 203 r. i *404‘, 2' AIR SPACE OUTSIDE COO ER FREEZER UAL S. ( SPRINKL! RISER R 0 M , KITCHEN ri 1u 202 u in 201 ,4. DINING RM 205 iE Aga fOra*.&■, A Ak :Now A4 /Area 1' -9 1/2" N Co 0 1 e: MENTS, 0I TENANT AC FERMI T T WAS FILED FOR L ICATION SERV I C DINING REA OCCUPA OCCUPA PARKIN' PARKIN Y TYPE: LOAD ROVIDED: QUIRED: - SHOPPING CENTER (32,853 1,091 S.F. 940 S.F. 2,031 S.F. 218 EXISTING STALLS (4 STALLS PER 1,000) = 132 STALLS RETAIL BARTELLS 15,066 SF LIQUOR STORE 5,640 SF JUBA (PHASE 1) 3,562 SF (24,268 BF) (4 STALLS PER 1,000) = 100 STALLS STORAGE 2,640 SF (2,640 SF, (I STALL PER 2,000) = 2 STALLS LAUNDR" 2,640 SF (3,114 SF) (I STALL PER 300) = CAFE (r1-41 S APPLICATION) 2,031 SF (2,031 SF) (1 STALL PER 100) _ APPL IC INTERNA INTERNA INTERNA UNIFORM INTERNA UNIFORM WASHING 13 STALLS 21 STALLS 136 STALLS E'LE CODES - CURRENT EDITIONS OF: IONAL BUILDING CODE, WAC 51 -50 IONAL MECHANICAL CODE (IMC) ZONAL FIRE CODE, WAC 5I -54 FLUMBING CODE (UPC) IONAL FUEL GAS CODE (IFGC) ABATEMENT FOR DANGEROUS BUILDINGS ON STATE ENERGY CODE, WAC 51-11 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (VIAQC), WAG 51 -13 WASHINGTON STATE AMENDMENTS FOR ABOVE REFERENCED CODES 1 dlikaltelk AL SAY�� 81 _a 1/4' All741gA 41"111*: 1g6 'a .r irsir AAL4r.A■ Amompliterawritr / InwAvAr* AI/ 1VrACV AakTiMP 16Wreir Ti" A I AWAILIVAIMAIL AMY TIOW Teri\ 1 NCB WORK THIS AREA FEB 0 7 2011 ArT City ofTidcwi� BUILDING DIVISION r "riorx/ jyr Amp,- -4.4We SEE NOTE "4 FOR CLEAR EXIT AISLE \O 0 CEILING PLAN } SCALE 1/4' = 1' -0" NORTH DI ARCHITECTS, INc. P.S. GEORGE HANSON ARCHITECTS, INC. P.S. P.O. Box 99627 SEATTLE, WASHINGTON 98139 TEL. (206) 728 -6900 FAx (206) 260 -2910 x 0 3270 REGISTERED 1 • GEORGE ._. HIAN00'i STATE OF WW.SIH!NGTOIN -,,,� THE DESIGNS AND CONCEPTS REPRESENTED BY THESE DRAWINGS AND /OR PRESENTATIONS ARE THE EXCLU- SIVE PROPERTY AND TRADE MARKS OF GEORGE HANSON ARCHITECTS AND MAY NOT BE USED OR COPIED WITH- OUT EXPRESS WRITTEN CONSENT OF GEORGE HANSON ARCHITECTS, INC. P.S. 20100 ■ REVISIONS NO DATE DESCRIPTION /� 1 -5 -11 BLDG DEPT CORR /fa \ GEN PLAN REVISION ■ SHEET TITLE COVER SHEET DRAWN DATE CHECKED HANSON OCTOBER 20, 2010 PROJECT NO. 1111.00 ■ SHEET NO. CORRECTION A -1.0 0 EXISTING SUSPENDED AC TILE CEILING TO REMAIN. REPLACE MISSING AND /OR DAMAGE TIME. VERIFY CONDITION OF EXISTING SEISMIC BRACING AND IMPROVE TO CONFORM WITH CURRENT CODE. REMOVE EXISTING DROP SOFFIT AND ENTRY VESTIBULE CEILINGS AND RESTORE SUSPENDED CEILING OF MAIN SPACE. MATERIALS TO MATCH EXISTING CEILING. SLAVAGE ALL LIGHT FIXTURES AND RU -USE AS NEED TO COMPLETE NEW LIGHTING PLAN. HVAC MODIFICATIONS 514ALL BE DESIGNED BY A DESIGN BUILD SUBCONTRACTOR FOR THE GC. EXISITNG AIR DISTRIBUTION SHALL BE SEPARATED SO SUPPLY PHASE I SPACES SEPARATE FROM PHASE 2. RELOCATE SUPPLY AND RETURN DIFFUSERS AS NECESSARY. HVAC DIFFUSERS SHOWN ON THIS PLAN ARE EXISTING • 1 • • _u p -y • ■G •• lA •- SHALL DETERMINE NEW DIFFUSER LOCATIONS. REUSE EXISTING. SUPPLY MATCHING NEW DIFFUSERS AS NEEDED. Pi 0kIDE EXHAUST FANS AT NEW RESTROOMS AS n IRED BY CODE. WIRE CONTROL TO LIGHT FIXTURES S FANS OPERATE SAME AS LIGHTS. D F AREUTAND SUBMIT NECESSARY DRAW NGS AND NREG FORM FOR MECHANICAL PERMIT. EGRESS ILLUMINATION FREEZER W 2031 COOLER K 110 0 no, / "'NOY, 03//,7'2 /://i/ iiiiiiis Ell FREEZER W 2031 COOLER K 110 0 no, / "'NOY, 03//,7'2 /://i/ EXHAUST HOOD BY KEC EQ l' -8' EQ EMERGENCY LIGHTING ______ L �_ , v ������I ; iir• 1 11 I®I I ■I I■ I I ■I I ■ I SPRI 1 -� I&_�° _ �o �- : • .O .° I RISE 0 .o ff ' I A6 lai I iilii !r-si 0 ilk _N ...",_ /N 71-t-: • DA o < o �; . ,. DINING ROO '��� •r '`ib,4111P49 W 201 [111111P6A4i1 ' -- �� ' '<°-.q= e SAllitc14 AT,o 6 AO il OA EMERGENG I_:; `" ..ii 'i ��r�if toil, ,O ►� �� �� �� .° at LIGHTING I> •�,�_ 4... '`, - ��`,S .�_ /• r'/r 1 A&T,,: _ _�� . ./ w. o `..../11. • 1- 0 0 IB 106.1 THE MEANS OF EGRESS, INCLUDING THE EXIT DI HARGE, SHALL BE ILLUMINATED AT ALL TIMES THE B IL ING SPACE IS SERVED BY MEANS OF EGRESS IS OCCUPIED. IBC 1006.2 THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT CANDLE AT THE WALKING LEVEL.. BIC 10063 THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES ELECTRICAL SUPPLY. IN TEH EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEMS SHALL AUTOMATICALLY ILLUMINATE TEH FOLLOWING AREAS: I. AISLES AND UNENCLOSED STAIRWAYS OF ROOMS THAT REQUIRE TWO OR MORE MEANS OF EGRESS. 2. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS. 3. EXTERIOR EGRESS COMPONENTS. 4. INTERIOR EXIT DISCHARGE ELEMENTS. 5. EXTERIOR LANDLING5 FOR EXIT DISCHARGE DOORWAYS. LIGHTED EXIT SIGNS WITH 90 MINUTE BATTERY BACK UP POWER SOURCE SHALL SE PROVIDED PER SECTION 1011.53. SEE LOCATIONS ON PLAN. SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED BY TWO LAMPS OR SHALL BE OF AN APPROVED SELF - LUMINOUS TYPE. THE BUILDING'S SIRING SYSTEM SHALL PROVIDE CURRENT SUPPLY TO ONE OF THE LAMPS. POWER TO THE OTHER LAMP SHALL BE FROM THE BATTERY BACK UP SOURCE. VERTICAL STRUT PER ASTM C 635 / 636 12 GA. STANDARD BRACING AND HANGER WIRES. CROSS TEE MAIN RUNNER NOTES: L ALL BRACING WIRES TO BE ATTACHED PARALLEL TO THE COMPONENT AND AT A MAXIMUM OF 45 DEGREES TO THE PLANE OF THE CEILING. 2. ALL BRACING WIRES TO BE TAUT AND TIED AT BOTH ENDS WITH A MINIMUM OF 3 1/2" TURNS. 3. RING NAILS SHALL BE INSTALLED AT ALL COMPONENT INTERSECTIONS WITH THE HORIZONTAL STRUT AT UNATTACHED WALLS. 4. HORIZONTAL STRUT SHALL RUN CONTINUOUS AT ALL PERIMETERS, HOT POP RIVET TO WALL ANGLE. MAX. SUSPENDED ACCOUSTICAL TILE MAIN RUNNER OR CROSS BAR WIRE 4' -0' O. 8" X. 1/2' HORIZONTAL STRUT A UNATTACHED WALL- NO POP RIVET, THIS SIDE. 1/8' POP RI VET AT ALL MEMBERS, ONE WALL. PROVIDE SPACE AT ALL MEMBERS OF OPPOSITE WALL. SUSPENDED CEILING POD SCALE EQUIP GENERAL NOTES LEGEND 8' -0' I#EADER L !NEI CpF FULL HEIGHT PARTITIONS I. SEE SMITH AND GREENE FOOD SERVICE DRAWING AND CATALOG CUT SHEETS FOR KITCHEN EQUIPMENT PLACEMENT, SPECIFICATIONS, ROUGH IN REQUIREMENTS. THE OWNER HAS NOT PURCHASED THE EQUIPMENT AS OF THE TIME OF THIS WRITING. THE CONTRACTOR AND SUB - CONTRACTORS SHALL VERIFY ALL EQUIPMENT SPECIFICATIONS AND ROUGH IN REQUIREMENTS WITH THE OWNER PRIOR TO INSTALLATION. 2. WORK BY THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES IN EFFECT AT THE TIME OF THE WORK. VERIFY WITH CITY OF TUKWILA. 3. THIS WORK OCCURS IN AN EXISTING SPACE THAT WAS PREVIOUSLY IMPROVED FOR OTHER OCCUPANTS. SOME ELECTRICAL PLUMBING AND HVAC IMPROVEMENT EXIST IN THE SPACE. THE CONTRACTOR AND SUB - CONTRACTORS SHALLVERIFY THE LOCATIONS OF AND PROVIDE PROTECTION FOR EXISITNG IMPROVEMENT WHILE NEW WORK OCCURS. RESTORE IMPROVEMENTS DAMAGED DURING CONSTRUCTION TO ORIGINAL CONDITION. TAKE NECESSARY PRECAUTIONARY MEASURE TO INSURE USE OF SYSTEM THAT SERVE ADJACENT TENANT SPACES ARE NOT INTERRUPTED. 4. CONTRACTOR SHALL VERIFY REQUIREMENT FOR SOLID BLOCKING REQUIREMENTS FOR EQUIPMENT SUPPLIED AND PROVIDE SAME BEFORE INSTALLING DRYWALL. 5. THE CONTRACTOR SHALL PROVIDE NECESSARY PENETRATIONS IN WALLS AND /OR ROOF TO ACCOMODATE EXHAUST FROM TYPE I EXHAUST HOOD. SEE WALL SECTION. LINE OF NEW PARTIAL HEIGHT EX'S ING 2X4 FLUORESCENT LAY- IN FIX` RE TO BE REMOVED OR RE GATED PARTITIONS AO RECESSED DOWN LIGHT AA 2 gB TRACK LIGHT 2X4 FLUORESCENT LAY -IN FIXTURE IN G4 C4 C4 NEW LOCATION EXISTING 2X4 FLUORESCENT LAY -IN FIXTURE TO REMAIN 194 EMERGENCY L FLUORSCENT BT Ca IXTURE OLER MFG RECESSED ADJUSTABLE WALL WASH FIXTURE EQUIP GENERAL NOTES (CONT) PENDANT LIGHT FIXTURE 6. THE CONTRACTOR SHALL VERIFY WHETHER REFRIGERATED EQUIPMENT I5 TO BE SELF CONTAINED OR HAVE REMOTE COMPRESSORS. IF REMOTE COORDINATE AND INSTALL ANY NECESSARY CONDUIT AND SLEEVES FOR REFRIGERATION LINES AND PROVIDE NECESSARY ELECTRICAL ROUGH IN. 1., SYRUP, CO2, ANY OTHER BEVERAGE LINE AND DATA LINE REQUIREMENTS SHALL BE COORDINATED WITH THE OWNER CONTRACTOR SHALL PROVIDE NECESSARY SLEEVES AND CONDUIT PRIOR TO INSTALLATION OF DRYWALL. MIN RADIUS FOR SLEEVES SHALL BE 24'. 1. THE CONTRACTOR SHALL SEAL ALL WALL AND FLOOR PENETRATIONS AFTER INSTALLATION OF EQUIPMENT AND FURNISHINGS. 8. UTILITY ROUGH- INS, FINAL CONNECTIONS, AND HOOK -UPS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR IN COMPLIANCE WITH APPLICABLE CODES. 10. CONTRACTOR SHALL PROVIDE SEISMIC BRACING WHERE REQUIRED BY CODE, EQUIP PLUMBING NOTES I. PLUMBING WORK SI -IALL BE BY A DESIGN BUILD SUB - CONTRACTOR EMPLOYED BY THE GENERAL CONTRACTOR THE DESIGN BUILD SUBCONTRACTOR SHALL PROVIDE ALL PLUMBING -TYPE MATERIALS INCLUDING BUT NOT LIMITED TO VALVES, TRAPS, LINE STRAINERS, FLOOR SINK COVERS, PRESSURE REGULATORS, SIPHON BREAKERS, RESTROOM FIXTURES, 140T WATER SYSTEM, SUPPLY AND WASTE PIPING AND PROVISIONS NECESSARY TO THE HVAC SYSTEM, IF ANY. 2. DESIGN BUILD PLUMBING SUBCONTRACTOR SHALL SIZE, FURNISH AND INSTALL ALL GREASE INTERCEPTOR AS REQUIRED AND COORDINATE SIZE - LOCATION WITH OTHER AFFECTED TRADES AND EQUIPMENT VENDOR 3. PLUMBING ROUGH -IN AND FINAL CONNECTIONS TO FOOD SERVICE EQUIPMENT SHALL BE BY THE CONTRACTOR AND SHALL BE INSTALLED PER APPLICABLE CODE. 4. CONTRACTOR SHALL FURNISH AND INSTALL GAS SHUT -OFF VALVES FOR EACH PIECE OF EQUIPMENT AND MAIN GAS VALVES. PROVIDE PERM INENT I.D. TAGS. 5. CONTRACTOR SHALL FURNISH AND INSTALL DIRECT SINK WASTE AND INDIRECT WASTE LINES AS REQUIRED BY CODE FOR EACH PIECE OF EQUIPMENT, INCLUDING TRAPS, TAIL PIECES, LINE STRAINERS, AND WALK -IN CONDENSATE WASTE LINES, AS REQUIRED. ATTACHED ANY SUPPLY OR WASTE LINES THAT ROUTE THROUGH CABINETRY TO BACK PANELS TO ALLOW MAXIMUM USABLE STORAGE SPACE OF THE SHELF. 6. CONDENSATE DRAIN LINES SHALL BE COPPER 1. CONTRACTOR SHALL PROVIDE AND INSTALL INSULATION ON ALL HOT WATER DISTRIBUTION LINES, ALL DRAINS FROM ICE MACHINE, ICE PANS, AND ANY LINES CARRYING WASTE FROM REFRIGERATION UNITS SO AS TO ELIMINATE CONDENSAT ION. 8. ALL INDIRECT WASTE LINES TO HAVE A 2" MINIMUM AIR GAP. 9. CONTRACTOR TO PROVIDE FLOOR SINKS WITH GRATE AT LOCATIONS REQUIRED BY CODE OR SHOWN ON THESE DRAWINGS. 10. CONTRACTOR SHALL SUPERVISE SLOPE TO DRAINS TO INSURE UNINTERRUPTED FLOW OF WATER COORDINATE EQUIPMENTN ACCORINGLY. 11. PLUMBER SHALL FURNISH AND INSTALL PRESSURE REDUCING VALVES) AT DISHWASHER(5), STEAMER(S) AND OTHER EQUIPMENT, AS REQUIRED. 12. DESIGN BUILD SUBCONTRACTOR SHALL FURNISH WATER HEATER(S) AND TO ENSURE ADEQUATE WATER SUPPLY FOR THE FOOD SERVICE EQUIPMENT. WATER TEMPERATURE TO THE DISHWASHER SHALL BE 140 °. EQUIP ELECTRICAL NOTES I. ELECTRICAL ROUGH -IN PROVISIONS AND FINAL CONNECTIONS FOR EQUIPMENT SHALL BE BY THE GENERAL CONTRACTOR SUCH WORK SHALL BE PER APPLICABLE CODES. 2. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL STAINLESS STEEL OUTLET AND RECEPTACLE COVERS IN SERVICE AREAS. 3. UNLESS OTHERWISE NOTED IN THESE PLANS, IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE ALL ELECTRICAL -TYPE MATERIALS INCLUDING, BUT NOT LIMITED TO: WIRING, SWITCHES, D ISCONNECTS, FLEX, CONDUIT, CONTACTORS, TRANSFORMERS, THERMAL OVERLOAD PROTECTORS, MAGNETIC STARTERS, SHUNT TRIP BREAKERS, ELECTRICAL PANELS, CORDS, PLUGS, COVERS, ETC. 4. CONTRACTOR SHALL FURNISH AND INSTALL ALL ELECTRICAL COMPONENTS FOR WALK -IN REFRIGERATORS AND FREEZERS INCLUDING, BUT NOT LIMITED TO: LIGHTS, DOOR VENTS, SOLENOIDS, TIME CLOCKS, DEFROST CIRCUITS AND INTERCONNECTIONS BETWEEN REMOTE COMPRESSORS AND INTERIOR MOUNTED EVAPORATOR COILS. ELECTRICAL SHALL ALSO PROVIDE DISCONNECTS AND THERMO- OVERLOAD PROTECTION FOR COMPRESSORS. 5. CONTRACTOR SHALL PROVIDE AND INSTALL HEAT TAPE ON DRAIN LINES IN DANGER OF FREEZING. VERIFY LENGTH WITH REFRIGERATION CONTRACTOR 6. CONTRACTOR SHALL PROVIDE DISCONNECTS AT THE J -50X FOR ICE MAKER 1. CONTRACTOR 514ALL PROVIDE INTERCONNECT SWITCHING BETWEEN THE KITCHEN HOOD EXHAUST FANS AND THE KITCHEN MAKE -UP AIR SYSTEMS AS REQUIRED BY CODE. 8. CONTRACTOR 514ALL PROVIDE ELECTRICAL CONTACTORS ON ALL ELECTRICAL OUTLETS, JUNCTION BOXES, ETC. LOCATED UNDER ANY CLASS I EXHAUST HOOD 50 AS TO DISCONNECT UPON ACTIVATION OF THE FIRE SUPPRESSION SYSTEM. 9. CONTRACTOR SHALL VERIFY REQUIREMENTS OF CASH REGISTERS, PRINTERS, COMPUTERS, SOUND SYSTEM, ETC. INCLUDING CONDUIT RUNS AND DEDICATED / ISOLATED OUTLET REQUIREMENTS WITH OWNER OR VENDOR HE 1-16 SELECTED TO PROVIDE SUCH SYSTEMS. ® RHEOSTAT (LINE OR LOW VOLTAGE AS REQUIRED BY FIXTURE TYPE HVAC GRILL EXIT EXISTING HVAC RETURN AIR GRILL X EXISTING HVAC SUPPLY DIFFUSER 0 EXISTING FIRE SPRINKLER HEAD .%..I�. /". /,. .®®. I%./®. �I ." ®"/ /"' /�.r'.0+'I'.0.'./.+'./ r4'{ I// or risol Jr /.IIr Air CEILIN SCALE 1/4' = 1' -0' NORTH Poor EIMMIlliar Aildri l' r Fr >(\ UAL; AY ,inni • #\''' 4 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. 1006.2 Illumination level. The means of egress illumination level shall not be Tess than 1 foot - candle at the walking surface. 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways... 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings... for exit discharge doorways... 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.4 Performance of system. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot - candle and a minimum at any point of 0.1 foot - candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ration of 40 to 1 shall not be exceeded. EQUIP SCALE 1/4' = 1' -0" NORTH 123C' IUU4.3 POSTING OF OCCUPANT LOAD. Every room or space that is an assembly occupancy shall have the occupant 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. REVIEWED FOR CODE COMPLIANCE APPPflVED FEB 0 7 2011 City of Tukwila BUILDING DIVISION D to - 282 cmNVIVMu+ JAN 11 2011 PERMIT CENTER ARCHITECTS, lNc. P.S. GEORGE HANSON ARCHITECTS, INC. P.S. P.O. Box 99627 SEATTLE, WASHINGTON 98139 TEL. (206) 728 -6900 FAx (206) 260 -2910 W W 4t ti �ll F+� 0 E:1 �0 W L� ci) NZ ll 4t :74 H N 3270 F4 CIS T ERFD AriCI'FUT GEORG E F. HANSON STATE OF WASHINGTON THE DESIGNS AND CONCEPTS REPRESENTED BY THESE DRAWINGS AND /OR PRESENTATIONS ARE THE EXCLU- SIVE PROPERTY AND TRADE MARKS OF GEORGE HANSON ARCHITECTS AND MAY NOT BE USED OR COPIED WITH- OUT EXPRESS WRITTEN CONSENT OF GEORGE HANSON ARCHITECTS, INC. P.S. 2010.0 ■ REVISIONS NO. DATE DESCRIPTION CA 1 -4 -11 GENERAL REVISION BLDG DEPT COR ■ SHEET TITLE REFLECTED CEILING PLAN DRAWN CHECKED HANSON DATE OCTOBER 20, 2010 PROJECT NO. 1111.00 ■ SHEET NO. A -2.0 ENTRY /71111.;-.. I C A je ifirr 1 OPEN TO I- IALLWAY EXISTING SUSPENDED CEILING UND DRYWALL SOFFIT ABOVE BARISTA DRYWALL (PAINT) r SUSPENDED CEILING MENU BOARDS DRYWALL (PAINT) SACK SPLASH BACK COUNtE VERIFY EQUIP( At FOOD SER BASE BOARD PASS TI4RU OPENING ENT LAYOUT ICE DRAWINGS v BACK COUNTER ELEVATION SCALE 3/8' = 1' -0' TURNS 9 45 DEGREES y TURNS 945 DEGREES ozz CA51 -I REGISTER COUNTER GATE BARISTA ENCLOSURE 1 v i 11 DELI CASE 1 II 1 FRONT OF BARISTA COUNTER SCALE 3/8' = 1' -0' DRYWALL SOFFIT NEW 2X2 SUSP CELING DRYWALL HEADER AT ENTRANCE TO CORRIDOR 77 CONDIMENT COUNTER ELEVATION SCALE 3/8' = 1' -0" OPEN TO HALLWAY RECESS CAVITY FOR SLIDING PALNES SUSPENDED CEILIN 1) WALL SURFAC ,� ) ELE APPROX LOCATION OF BUFFET TABLE AND SNEEZE GUARD BUFFET LINE ELEVATION SCALE 3/8' = 1' -0' DOOR SCHEDULE DOOR NO. SIZE TYPE FROM ROOM TO ROOM HAND REMARKS FIRE RATING REMARKS 101 3' -0' X 6' -S° .4 206 202 LEFT NA 102 3' -0' X 6' -S' A 206 205 RIGHT NA 201 103 COOLER DOOR FF 202 203 RIREGMT W.4,...5 NA EXT 104 FREEZER DOOR FF 203 204 xNt IC RREV WI NA 105 ... 3' -0' X 1' -0' A 206 EXIT HALL LEFT - - - F2 1 HOU- FF EXIST'G CMU EXTERIOR WALL STEEL CHANNEL THROUGH BOLT TO FAN BASE PLATE ONE HOUR F I REMASTER WRAP EXTEND HOOD TO FAN PROVIDE CLEAN OUT AT ANY SEND WELDED EXH DUCT EXISTING SUSF' CEILING 1-IGT TYPE 1 EXI -IAU txzw,m3-3its:331:37: NOTES: 1 SALVAGE ALL DOORS AND HARDWARE THAT ARE SCHEDULED FOR REMOVAL. REUSE TO THE GREATEST EXTENT POSSIBLE A5 REQUIRED BY THE NEW LAYOUT CONFIGURATION. 2. PROVIDE SIGN AT DOORS 01 4 02 STATING 'T14I5 DOOR MUST REMAIN UNLOCKED WHEN BUILDING 15 OCCUPIED.' WHEN UNLOCKED, DOORS MUST SWING WITHOUT OPERATION OF ANY LATCHING DEVICE. 3. PROVIDE TACTILE EXIT SIGNS PER A111.1 AT EXIT pOORS 01, 02, AND DOOR 23. 4. DOOR 105 SHALL B STOP, GA PANEL_ ohr 1 DOOR N 154, et S M DO • JAMB WITH PANIC HDWR, HINGES, DOOR i'C., a fri 01e-e I. ALL EXTERIOR DOORS SHALL BE WEATHERSTRIPPED. 2. ALL FIRE RATED DOORS SHALL BE SELF - CLOSING AND SELF LATCHING. 3. DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30' TO 44' ABOVE THE FINISHED FLOOR S ION r lS r-t e k �►�VIr�W t3 loon 1`10 EXIT DOORS SHALL BE ORENABLE FROM INSIDE WITHOUT THE USE OF A KEY, SPECIAL EFFORT, OR SPECIAL KNOWLEDGE. 8. DOOR OPENING HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT AND 51-IALL NOT REQUIRE TIGHT GRASPING OR TWISTING OF THE WRIST. EXIT DOORS SHALL NOT BE LESS THAN 3' -0' IN WIDTH AND 6' -S' IN HEIGHT. PROJECTIONS, INCLUDING PANIC HARDWARE, SHALL NOT REDUCE THE OPENING TO LESS THAN 32' CLEAR WIDTH. 4. WOOD DOORS SHALL HAVE ALL EDGES FACTORY PRIMED AND SEALED. RESEAL ALL DOOR EDGES g• CUT IN THE FIELD. 5. MAINTAIN MINIMUM CLEAR WIDTH AT STRIKE SIDE OF DOORS (15' a PULL SIDE, 12' a PUSH SIDE) 6. MAXIMUM EFFORT REQUIRED TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING: EXTERIOR DOORS 85 LB5 INTERIOR DOORS 5 LBS FIRE DOORS 15 L135 FINISH SCHEDULE 10. ALL DOORS LEADING TO ACCESSIBLE SANITARY FACILITIES SHALL PROVIDE 32' MINIMUM CLEAR UNOBSTRUCTED OPENINGS. II. ALL GLAZING IN DOORS, ALL GLAZING LESS THAN IS' FROM FINISHED FLOOR, ANID GLAZING WITHIN 24' OF DOORS AND LESS THAN 60' FROM FINISH FLOOR SHALL COMPLY WITH ALL LOCAL BUILDING CODE REQUIREMENTS FOR SAFETY GLAZING. SPACE FLOOR BASE WALLS CEILING REMARKS NO. NAME WEST EAST NORTH SOUTH FINISH Ht 201 PINING ROOM FI 51 W4 W4 W5 W4 W.4,...5 CI EXT 202 KITCHEN F2 52 1111 WI W1 W1 C2 EXT 203 WALK-IN COOLER F2 52 FF FF FF FF FF FCTY 204 WALK- IN FREEZER F3 153 FF FF FF FF FF FCTY 205 OFFICE FI 51 W4 W'¢ 1114 W4 CI EXT 206 HALLWAY FI 51 W4 UJ4 W4 1114 CI EXT FINISH SPECIFICATIONS / MATERIAL NOTES FLOORS WALLS (cont.) F1 16 X 16 PROCELAIN TILE WI FULL HEIGHT KEMLITE GLASBOARD FLAT PANEL, FIRE X, VERIFY TILE AND GROUT WITH OWNER. BES 585, WHITE. PROVIDE ALL TRIM PIECES. PROVIDE 3' X 3' STAINLESS CORNER GUARDS AT A HEIGHT OF 6' -0' F2 COMMERCIAL GRADE SHEET VINYL APP. TO ALL OUTSIDE CORNERS. VERIFY SHEET VINYL SPECIFICATION WITH OWNER W2 VOID F3 FACTORY FINS- UJ3 STAINLESS STEEL SMOOTH ALUMINUM PANEL AS SUPPLIED BY WALK -IN FURNISHED AND INSTALLED BY THE KITCHEN EQUIPMENT COOLER FREEZER MANUFACTURER CONTRACTOR F4 SEALED CONCRETE W4 PAINTED DRYWALL MATT SHEEN AGENT DESIGNED TO CURE, SEAL AND ONE COAT DRYWALL PRIMER, TWO COATS SATIN SHEEN HARDEN CONCRETE, FREE OF WAXES AND PETROLEUM. LATEX ENAMEL, LIGHT STIPPLE TEXTURE. COLOR AS SPEIFIED BY DESIGNER BASE W5 GLAZING 51 COVED VINYL BASE EXISTING GLAZING TO REMAIN. STANDARD STAINED 4 VARNISHED 11J6 FACTORY FINISH (EMBOSSED ALUMINUM) 52 6' COVED SHEET VINYL COVER FLOOR MATERIAL 6° UP PERIMETER WALLS AND 11J7 VOID TERMINATE WITH METAL MOLDING. 133 FACTORY FINISH CEILINGS CI EXISTING SUSPECTED CEILING TO REMAIN C2 EXISTING SUSPENDED CEILING GRID TO REMAIN. REPLACE TILE WITH WHITE SMOOTH FACE 'VINYL ROCK." C3 FACTORY FINISH C4 VOID APP. = ABOVE FINISH FLOOR BT HOOD STAINLESS STEEL WALL REPLACE METAL FURRING AND DRYWALL AS NECESSARY TO IN t - L UTILITIES FOR NEW CI-4EN APPLIANCES. 4 TERIALS BEHIND EN BOARD AND OR TO INSTALL AT THIS WALL. NO COMBUST COOKING APPLIANCES. INST FIRE TAPE. KITCHEN E STAINLESS STEEL FILL STUD CAV K of• • R UIP VEN IRE WI H N IN TI t I N- COMBUSTIBLE SULATION (R -19) R{bR FLOOR SLAB I_ PROVIDE CLASS C FLAME SPREAD RATING AT ALL WALL AND CEILING FINISHES PER IBC TABLE 803.5 FOOT NOTE E. 2. FOAM PLASTICS SHALL NOT BE USED FOR INTERIOR FINISHES. 3. VOID HEALTH DEPARTMENT 1. INSTALL A VERTICAL PARTITION 16' IN HEIGHT BETWEEN ALL HANDWASH SINKS AND ALL FOOD PREPARATION SINKS AND /OR FOO PREPARATION AREAS. 2, ALL FOOD SERVICE EQUIPMENT, BOTH NEW AND USED SHALL BE LISTED BY THE NATIONAL SANITATION FOUNDATION (NSF) OR EQUIVALENT FOR ITS INTENDED USE. USED AND NEW; REFRIGERATION MUST BE CAPABLE OF HOLDING POTENTIALLY HAZARDOUS FOOp AT 41 DEGREES F OR BELOW. 3. EXTRA WALL PROTECTION 15 REQUIRED ON WALLS BEHIND ALL SINKS, INCLUDING HAND SINKS, FOOD PREPARATION COUNTERS AND TABLES, COUNTER TOP EQUIPMENT TALLER THAN 16' AND DISHWASHERS. SUCH WALL PROTECTION IN THIS PROJECTS SHALL BE FLOOR TO CEILING FIBER GLASS REINFORCED P14NELING (FRP). 4. ALL FLOORS IN KITCHEN, FOOD PREPARATION, FOOD SERVICE, FOOD STORAGE, AND DISHWASHING AREAS SHALL BE SURFACED WITH 'DURABLE, NONABSORBENT, EASILY CLEANABLE MATERIAL. SUCH MATERIAL IN THIS PROJECT SHALL BE COMMERCIAL GRADE SHEET VINYL WITH HEAT WELDED SEAMS. EXPANSION JOINTS, SEAMS, SAW CUTS, AND SIMILAR IN ALL FLOOR AREAS SHALL 5E FILLED AND SEALED SO AS TO PROVIDE A SMOOTH AND CLEANABLE SURFACE. SIDEWALK EXHAUST WALL SECTION SCALE 3/4' = 1' -0' 1 r 5. CEILING ABOVE THE FOOD PREPARATION AREAS MUST BE NON - PERFORATED, NON - ABSORBENT, SMOOTH AND EASILY CLEANABLE. IN THIS PROJECT SUCH CEILING MATERIAL SHALL BE 'VINYL ROCK° SET IN EXISTING METAL GRID AT THE EXISTING HEIGHT OF 10' -0'. 6. LIGHT FIXTURES IN FOOD PREPARATIO1N AND STORAGE AREAS SHALL BE PROVIDED WITH COVERS OR SHATTERPROOF BULBS. IN THIS PROJECT FLUORESCENT FIXTURES SHALL WAVE ACRYLIC LENSES. H0T HOLD UNIT HEAT LAMPS SHALL BE PROVIDED WITH SHATTERPROOF BULBS. 1. THE OWNER AND /OR CONTRACTOR SHALL SCHEDULE A PREOPERATIONAL INSPECTION PRIOR TO HEALTH DEPARTMENT ISSUANCE OF THE OPERATING PERMIT AND APPROVAL TO OPEN FOR BUSINESS. REQUEST FOR PREOPERATIONAL INSPECTION SHALL BE SUBMITTED TO THE KING COUNTY HEALTH DEPARTMENT A MINIMUM OF ONE WEEK IN ADVANCE OF DESIRED INSPECTION DATE. CODECOMPLIANCE APPROVED FEB 07 2011 City ot Tukwila BUILDING DIVISION cmru JAN 11 2011 PERMIT CENTER b[o261 ARCHITECTS, INc. P.S. GEORGE HANSON ARCHITECTS, INC. P,S, P.O. Box 99627 SEATTLE, WASHINGTON 98139 TEL. (206) 728 -6900 FAX (206) 260 -2910 W z w U 4t ti r-� G4 z 0 40 Iz4 E-+ W (� E- Z N i ll h--1 cip z 0 4t z 0 W 4.4 3 ?70 REGISTERED ARCHITCGT . GEORGE E. HANSON STATE OF WASHINGTON 4010,, THE DESIGNS AND CONCEPTS REPRESENTED BY THESE DRAWINGS AND /OR PRESENTATIONS ARE THE EXCLU- SIVE PROPERTY AND TRADE MARKS OF GEORGE HANSON ARCHITECTS AND MAY NOT BE USED OR COPIED WITH- OUT EXPRESS WRITTEN CONSENT OF GEORGE HANSON ARCHITECTS, INC. P.S. 2010.0 'REVISIONS NO. DATE DESCRIPTION 1 -5 -11 BLDG DEPT CORR ■SHEET TITLE SCHEDULES SECTIONS ELEVATIONS DRAWN CHECKED HANSON DATE OCTOBER 20, 2010 PROJECT NO. 117100 ■SHEET NO. A -3.0 mmnml'iiillllln Rump, 5 BUFFET IN TO KIT ® DINING TO BUFFET 0 3D SECTION 111111111111111111111111 1 1 1111111 II 11110111 (35A) 1I I 1 II 1111 /1111111111 HMI lillll 1111111111111111(1 I I I 1 111111111 1III I111111II111111111111111111111111 L41'- - - -- ; C� , III/ �II �,=a�� _ F i x•;11 ■1� •!, 4 7. — -- �I — - - - -- ■J�� • 111MMIr IIIIIMa■ = =a11111M_M ® =EaMIMMIII® 111111111111 11111111.111111111I I 11111111111111111111111111111 III 111111111 II111111111��111111111 111111 I111III11I1'IIIII1I III 1111111FI111111111111111 IIIII1111111111111111IIIIIIIIIIII111111II l lIl ll 111 1111 1111111111111'I 111III = 11111111111111 1111111 111111111 -_ ■ ®ICI. ® (123) lillllllllllll 11111 1 II 1l ' 1I1 10111111 0 I 111111111 1111110111 111111111111111 III 1 1 111111111 1 11 1 11 I III 11111111111 I11111,',I, I1 . 111111a 111111111'11111111111 II 111111111111111111111 10 '10001 IIIIIIIIIII IiiIIIIl111I1111111111111 FOOD, FOOD PREPARATION AND FOOD & SERVICE EQUIPMENT STORAGE AREAS ARE PROHIBITED UNDER SEWER LINES THAT ARE NOT SHIELDED TO INTERCEPT POTENTIAL DRIPS. OTHER UTILITIES MAY NOT BE UNNECESSARILY EXPOSED BE ADVISED THAT THE NEW WASHINGTON N -STATE FOOD CODE REQUIRES COMMERCIAL REFRIGERATION TO HOLD FOOD AT 4 DEGREES FAHRENHEIT OR BELOW II: (DOWN FROM 45 DEGREES) WAREWASHING/DISHWASHING SINK COMPARTMENTS SHALL BE LARGE ENOUGH TO ACCOMMODATE IMMERSION OF THE LARGEST EQUIPMENT AND UTENSILS. EQUIPMENT PLAN 1/4" = 1' -O" LOCKERS OR OTHER SUITABLE FACILITIES SHALL BE PROVIDED FOR ORDERLY THE STORAGE OF H N AND 'CLOTH! G ND O THER EMPLOYEES' DRAINBOARDS, UTENSIL RACKS, OR TABLES LARGE ENOUGH TO ACCOMMODATE ALL SOILED AND CLEANED ITEMS SHALL BE PROVIDED FOR E ES N AR C S Y UTENSIL HOLDING ...BEFORE CLEANING NINE ND AFTER A ER SANITIZING. I S Y S B I G PLUi� D ANt T-RUCTE S ON C LA ACCORD' NG T DER STATE AND FE ULATIONS ANt E D SHALL SE APPLI D E TA L L I S CABL1 STATUTES, )RDINANCES NO CHANGES WILL BE ADE L WITHOUT HEALTH DEPARTMENT AR � NT APPROVAL a ! E FOOD SERVICE OPERATION AREA FLOORS, FLOOR COVERINGS, O GS WA LLSWL L COVERINGS, N GS ERI , , AND CEILINGS SHALL BE DES( N G ED, CONSTRUCTED AND INSTALLED SO THEY ARE SMOOTH, DURABLE AND EASILY CLEANABLE. Equipment Schedule ITEM QTY. Description MFG. Model 101 1 WORKTABLE SSP WT30S30 -BS 102 2 WALL SHELF, UP BRACKET SSP EMWS1460 UP 103 2 FRYER, DEEP FAT, GAS, SPLIT IMPERIAL RANGE IFS -2525 103A 1 SPLASH GUARD SSP custom 104 1 BROILER, UNDER - FIRED /GAS GARLAND GD- 18RBFF 105 1 GRIDDLE, GAS MODULAR VULCAN -HART 24RRG 106 1 RANGE ROYAL RANGE RR -4 107 1 WARMER, DRAWER TYPE APW HDD -2B 108 1 SLIM TRASH CAN RUBBERMAID SLIMJIM 109 1 COOKER, RICE TOWN 57155 110 1 WORKTABLE- custom SSP WT30S44 -BS 110A 1 COOKER, RICE TOWN 57155 111 1 CLASS 1 EXHAUST HOOD CAPTIVE -AIR nd4224 111A 1 WALL FLASHING SSP CUSTOM 112C 1 DROP -IN, COLD PAN WELLS RCP -7500 112H 1 DROP -IN, HOT WELLS WELLS MOD- 400TDM 112S 2 BREATH GUARD PREMIER( 113 2 GAS CONNECTION SYSTEM DORMONT 1675 KIT 48 113A 5 GAS CONNECTION SYSTEM DORMONT 1675 KIT 36 114 1 REFRIGERATOR, REACH -IN TRUE T -23 115 1 REFRIGERATOR,SHORTY TRUE TRCB -52 -60 115A 1 HOT PLATE, GAS IMPERIAL RANGE IHPA -2 -12 115B 1 STOCK POT RANGE U.S. RANGE SP -1844 115C 1 FILLER, POT FISHER 93890 117 1 REFRIGERATOR, PIZZA PREP TURBO AIR TPR -67SD 118 1 STOCK POT RANGE U.S. RANGE SP -1844 119 1 SINK, PREP, 1 COMP ELKAY SSP 1C20X20220 121 1 HAND SINK, WALL MT SSP SEHS -17 122 1 MIXER TABLE SSP MS24S24 -STS -X 122A 1 TENDERIZER BERKEL 705 123 1 ICEMACHINE W -BIN ICE -O -MATIC ICE0525 B42 124A 1 STORAGE SHELVING CAMBRO 24X54 5 -TIER 124B 1 STORAGE SHELVING CAMBRO 24X36 5 -TIER 125 1 CLEAN DISH TABLE SSP CDT -42 -L 126 1 WAREWASHER, LOW TEMP CMA EST -C 127 2 SLANT RACK SSP SR42 -X 128 1 HOT FOOD TABLE RANDELL 3614 -240 129 1 RACK, PAN NEW AGE 1311 129A 1 WORK TABLE W/ H/S SSP WT30S60- BS -CUS 129B 1 HAND SINK, DROP -IN ADVANCE TABCO DI -1 -10 130 1 3 COMP SINK CLEAN DISH TABLE SSP DDR -DR -92 130F 1 PRE -RINSE FAUCET, WALL MOUNT FISHER 34428 131 1 SAW, MEAT TURBO AIR GBS -270S 135 5 SHELVING METRO LOT 135A 5 SHELVING METRO 2436BR 136 2 WALKIN COOLER IMPERIAL CUSTOM 136C 1 CONDENSER FAN IMPERIAL tbd 136F 1 CONDENSER FAN IMPERIAL tbd 137 1 WORK TABLE "ANGLE CUT" SSP CUSTOM 142A 1 SINK, PREP, 1 COMP ELKAY SSP 1C20X20220 142C 1 POT RACK SHELF SSP PRS -60 142D 1 POT RACK SHELF SSP SLWS48 142F 2 FAUCET, WALL MT FISHER 3253 143 1 DBL SWING DOOR W /PORTHOLE ELIASON LWP 144 1 WALL SHELF SSP EQMS1260 145 1 WALL SHELF SSP EWMS1460 146 1 WALL SHELF OVER PASS SSP EMWS1496 -X 201 1 TERMINAL W /PTR BY OWNER TBD 202 1 DISPLAY CASE, SELF -SERVE STRUCTURAL CONCEPTS HUDLR4852 203 2 SLIM TRASH CAN C N R R D UBBE MAI SLIMJIM 204 1 REFRIGERATOR, UC, COMPACT BEVERAGE -AIR UCR34 205 1 ESPRESSO MACHINE, Automatic VERISMO (VENDOR ?) 701 VERIFY 206 1 COFFEE GRINDER BY OWNER VERIFY 207 1 HOT WATER DISPENSER BUNN HW2 -0001 208 1 DIPPERWELL FISHER 3041 209 1 KNOCKBOX POLARWARE SSR -24 212 1 COFFEE MAKER, SERVER, AUTO FETCO CBS- 52H -15 213 1 HOT CHOCOLATE DISPENSER BY VENDOR TBD 214 2 REFRIGERATOR, UC, COMPACT TRUE TUC- 48 -ADA 215 1 ICE BIN, DROP IN FISHER DI1424 217 1 HAND SINK, DROP -IN ADVANCE TABCO DI -1 -10 HOT WATER I DISTRIBUTIOI SUFFICIENT? WATER DEMO FOODESTABl 218 2 BLENDER Hamilton 908 224 1 HAND SINK, DROP -IN ADVANCE Ar,r�,� � ��� + - -10 ... ` F 1 METAL CHAIR - RAW JH CARR (;����� • a- F1 2 6 TOP TABLE JH CARR 4' RD APINNWED F2 2 TABLE 36 SQ JH CARR 36 SQ F3 8 TABLE 33X48 JH CARR • ' I 33x48 F4 31 METAL CHAIR - RAW JH CARR 317 FS 5 FLOOR SINK 1/2 GRATE BY P.C. T-T 12" SQ V1 1 SODA DISPENSER SODA VEN Iii) "LDING DIV`30 -8 RESTROOM & KITCHEN HAND WASH SINKS SHALL BE EQUIPPED TO PROVIDE WATER AT A TEMPERATURE OF AT LEAST 100 DEGREES FAHRENHEIT THROUGH A MIXING VALVE OR COMBINATION FAUCET SELF CLOSING OR METERING FAUCETS SHALL PROVID FLOW OF WATER FOR AT 15 SECONDS. r1'1. IF OVERNIGHT HT c0 O N O F OO D OCCURS T H EN • M OMIT OR IIYGS REQUIRED T O OCUMENT THE FINAL C O O K IN G ; MPERATURB. (VERIFICATION BY El P.OYEE OR RECORDING DEVICE.) A PRE_OCCUP BY THE KING ANCY INSPECTION REQUIRED PRIOR TO HEALTH DEPT Is APPLICANT PLAN SET I OPENING. REQUIRED TO BE AVAILABLE REQUIRED THAT IN . SITE INSPECTION. DURING 10-2- 2_ APPlicams copy / SALES RY PERSON JER W. (206) 953 -3678 JERRY W @sm8 hardgreene. cam SHEET SIZE D size (36 "x24 ") SCALE: 1/4 " =1'0" (UON) BACKGROUND BY: B. BRUNTON DESIGN 8Y: BRICK B. 90°% CD CRAFTER: CLYDE L. KC -1 KC -2 VE —4 `.EB 07 2011 ERMIT CENT EF INDEX EQPT. PLAN SCHEDULE ELEVATIONS Food eq P ANSt)- by Ui ment that is certified for sort' tation i h an American National Standards itt tco+rtP Y accredited certification program e food code equipment & utensil ement terial, uctrori and design req GENERATION AND J SYSTEMS SHALL BE 0 MEET THE PEAK HOT ND THROUGHOUT THE JSHMENT. APPROVED SUBJECT TO ORDINAN JAN 3 1 2011 Pablie ; -Bea •r 1. BY FOOD, D ,FOOD P R EP AR AT SERVICE EQUIPMENT ION AND FOOD EQP � PROHIBITED I ENT STORAGE AREAS ARE ARE NOT SHIELDED TOE SEWER INTERCEPT POTENTIAL DRIPS, OTHER UTILITIE; Ni OT BE UNNECESSARILY EXPOSED 1 Revision /Issue BACKGROUND EQUIPMENT PLAN FINALIZED SPACE PLAN ROUGH -IN PLANS SUBMITTAL SET Date 12106110 12110110 1104111 11 -111 11 - -111 date: 1/5/2011 11:49:56 AM Sheet bLO282 N Fs Greene COMPANY Smith & Greene Company NEW KITCHEN PROJECT SALES PERSON JERRY W. (206) 953 -3678 JERRYW@smithanclgreene.com SHEET SIZE D size (36 "x24 ") SCALE: 1/4 " =110" (UON) BACKGROUND BY: Approver DESIGN BY Designer 90% CD DRAFTER: Author .,.::; i KC -1 INDEX EQPT. PLAN KC -2 SCHEDULE KC -4 ELEVATIONS crTYRSMAL.a JAN 11 2011 PERMIT CENTER IRevision /Issue Date BACKGROUND 12/06/10 EQUIPMENT PLAN 12/10/10 FINALIZED SPACE PLAN 1/04111 ROUGH -IN PLANS 11 - -111 SUBMITTAL SET 11- -111 date: 1/5/2011 11:49:56 AM / Sheet KC -2 SLNEDULI 1 Mark Count Description Manufacturer Model AMPS KW HP VOLT S PH HZ DIR -CO NN -PLUG NEMA AFF ELEC- REMARKS AFF CW -SIZ E HW -AFF HW -SIZ E ID -AF F ID -SIZE DD -AF F DD -SIZ E GAS -AFF MBTUH GAS -SIZE PLUMB - REMARKS 101 1 WORKTABLE SSP WT30S30 -BS 102 2 WALL SHELF, UP BRACKET SSP EMWS1460 UP 103 2 FRYER, DEEP FAT, GAS, SPLIT IMPERIAL RANGE IFS -2525 7.5 140 3/4 103A 1 SPLASH GUARD SSP custom 104 1 BROILER, UNDER - FIRED /GAS GARLAND GD- 18RBFF 27 45 3/4 105 1 GRIDDLE, GAS MODULAR VULCAN -HART 24RRG 27 55 3/4 106 1 RANGE ROYAL RANGE RR -4 30 139 3/4 107 1 WARMER, DRAWER TYPE YES 5 -15P 12 APW HDD -2B 9 .9 . 120 1 60 No 108 1 SLIM TRASH CAN RUBBERMAID SLIMJIM 109 1 COOKER, RICE TOWN 57155 14.5 3.33 . 230 1 60 No YES 6 -20P 110 1 WORKTABLE- custom SSP WT30S44 -BS _____________________. 110A 1 COOKER, RICE TOWN 57155 14.5 3.33 . 230 1 60 No YES 6 -20P . 111 1 CLASS 1 EXHAUST HOOD CAPTIVE -AIR nd4224 111A 1 WALL FLASHING SSP CUSTOM 112C 1 DROP -IN, COLD PAN WELLS RCP -7500 4.0 0.19 . 120 1 60 No YES 5 -15P 12 27 1 AIR -GAP TO FS 112H 1 DROP -IN, HOT WELLS WELLS MOD- 400TDM 23.8 4.98 . 208 1 60 No NO 28 27 1 AIR -GAP TO FS 112S 2 BREATH GUARD PREMIERI 113 2 GAS CONNECTION SYSTEM DORMONT 1675 KIT 48 3/4 113A 5 GAS CONNECTION SYSTEM DORMONT 1675 KIT 36 3/4 114 1 REFRIGERATOR, REACH -IN TRUE T -23 7.6 1/3 115 1 60 No YES 5 -15P 12 115 1 REFRIGERATOR,SHORTY TRUE TRCB -52 -60 115A 1 HOT PLATE, GAS IMPERIAL RANGE IHPA -2 -12 27. 56 3/4 115B 1 STOCK POT RANGE U.S. RANGE SP -1844 18.5 45 3/4 115C 1 FILLER, POT FISHER 93890 48 1/2 48 1/2 117 1 REFRIGERATOR, PIZZA PREP TURBO AIR TPR -67SD 118 1 STOCK POT RANGE U.S. RANGE SP -1844 18.5 45 3/4 119 1 SINK, PREP, 1 COMP ELKAY SSP 1C20X20220 18 1/2 18 1/2 14 2 AIR -GAP TO FS 121 1 HAND SINK, WALL MT SSP SEHS -17 19 1/2 19 1/2 21 1 1/2 122 1 MIXER TABLE SSP MS24S24 -STS -X 122A 1 TENDERIZER BERKEL 705 7.6 1/2 115 1 60 No YES 5 -15P . 123 124A 1 1 ICEMACHINE W -BIN STORAGE SHELVING ICE- O -MATIC CAMBRO ICE0525 B42 14 24X54 5 -TIER 120 1 60 No NO 66 68 __ 1/2 -- - -_ 6 1 -_- AIR -GAP TO FS 124B 1 STORAGE SHELVING CAMBRO 24X36 5 -TIER 125 1 CLEAN DISH TABLE SSP CDT -42 -L 126 1 WAREWASHER, LOW TEMP CMA EST -C 66 3/4 10 2 VERIFY WNENDOR 127 2 SLANT RACK SSP SR42 -X 128 1 HOT FOOD TABLE RANDELL 3614 -240 129 1 RACK, PAN NEW AGE 1311 129A 1 WORK TABLE W/ H/S SSP WT30S60- BS -CUS 19 1/2 19 1/2 21 1 1/2 129B 1 HAND SINK, DROP -IN ADVANCE TABCO DI -1 -10 19 1/2 19 1/2 21 1 1/2 130 1 3 COMP SINK CLEAN DISH TABLE SSP DDR -DR -92 14 (3) 2 130F 1 PRE -RINSE FAUCET, WALL MOUNT FISHER 34428 18 1/2 18 1/2 131 1 SAW, MEAT TURBO AIR GBS -270S 20 1.5 115 1 60 No NO 24 135 5 SHELVING METRO LOT 135A 5 SHELVING METRO 2436BR 136 2 WALKIN COOLER IMPERIAL CUSTOM 20 120 1 60 Yes 108 LIGHT & CONTROLS 136C 1 CONDENSER FAN IMPERIAL tbd 1 60 +80 SEE SHOPS 60 3/4 AIR -GAP TO FS 136F 1 CONDENSER FAN IMPERIAL tbd 1 60 +80 SEE SHOPS 60 3/4 AIR -GAP TO FS 137 1 WORK TABLE "ANGLE CUT" SSP CUSTOM 142A 1 SINK, PREP, 1 COMP ELKAY SSP 1C20X20220 14 2 AIR -GAP TO FS 142C 1 POT RACK SHELF SSP PRS -60 142D 1 POT RACK SHELF SSP SLWS48 142F 2 FAUCET, WALL MT FISHER 3253 18 1/2 18 1/2 143 1 DBL SWING DOOR W /PORTHOLE ELIASON LWP 144 1 WALL SHELF SSP EQMS1260 145 1 WALL SHELF SSP EWMS1460 146 1 WALL SHELF OVER PASS SSP EMWS1496 -X 201 1 TERMINAL W /PTR BY OWNER TBD 5.0 120 1 60 YES 5 -15P 30 VERFIY W /VENDOR 202 1 DISPLAY CASE, SELF -SERVE STRUCTURAL CONCEPTS HUDLR4852 13.1 208 1 60 6 7 1.5 AIR -GAP TO FS 203 2 SLIM TRASH CAN RUBBERMAID SLIMJIM 204 1 REFRIGERATOR, UC, COMPACT BEVERAGE -AIR UCR34 4.0 1/5 115 1 60 No YES 5 -15P 12 205 1 ESPRESSO MACHINE, Automatic VERISMO (VENDOR ?) 701 VERIFY 25.0 3.6 208 1 60 No y:: YES L6 -30P 44 3/8 1.25 206 1 COFFEE GRINDER BY OWNER VERIFY 207 1 HOT WATER DISPENSER BUNN HW2 -0001 44 3/8 208 1 DIPPERWELL FISHER 3041 30 3/8 28 1 1/2 AIR -GAP TO FS 209 1 KNOCKBOX POLARWARE SSR -24 212 1 COFFEE MAKER, SERVER, AUTO FETCO CBS- 52H -15 44 3/8 213 1 HOT CHOCOLATE DISPENSER BY VENDOR TBD 214 2 REFRIGERATOR, UC, COMPACT TRUE TUC- 48 -ADA 5.0 1/5 115 1 60 No YES 5 -15P 12 _- __ 19 1/2 1/2 - -- 19 - 19 -_ 1/2 -_ 1/2 12 1 215 1 ICE BIN, DROP IN FISHER DI1424 _____ _____ -- - - -_ higiei_1il�S MellalIMIR e I _� 217 1 HAND SINK, DROP -IN ADVANCE TABOO DI -1 -10 _- 21 21 1 1/2 1 1/2 218 224 F 2 1 1 BLENDER HAND SINK, DROP -IN METAL CHAIR - RAW Hamilton ADVANCE TABCO JH CARR 908 10.0 DI -1 -10 __ 317 3/8 120 __ 1 60 YES 5 -15P 44 _- 19 ...I 1� FEB 0 7 2011 F1 2 6 TOP TABLE JH CARR 54" RD F2 2 TABLE 36 SQ JH CARR 36 SQ -' 0 U F3 8 TABLE 33X48 JH CARR 33x48 ______ 317 - - -_ _ - -- I 1 i V F4 31 METAL CHAIR - RAW JH CARR FS 5 FLOOR SINK 1/2 GRATE BY P.C. 17' SQ 0 3 V1 1 SODA DISPENSER SODA VENDOR 3030 -8 5.0 120 1 60 YES 5 -15P 30 VERIFY W/ VENDOR 18 1/2 32 1 AIR -GAP TO FS VERIFY WNENDOR bLO282 N Fs Greene COMPANY Smith & Greene Company NEW KITCHEN PROJECT SALES PERSON JERRY W. (206) 953 -3678 JERRYW@smithanclgreene.com SHEET SIZE D size (36 "x24 ") SCALE: 1/4 " =110" (UON) BACKGROUND BY: Approver DESIGN BY Designer 90% CD DRAFTER: Author .,.::; i KC -1 INDEX EQPT. PLAN KC -2 SCHEDULE KC -4 ELEVATIONS crTYRSMAL.a JAN 11 2011 PERMIT CENTER IRevision /Issue Date BACKGROUND 12/06/10 EQUIPMENT PLAN 12/10/10 FINALIZED SPACE PLAN 1/04111 ROUGH -IN PLANS 11 - -111 SUBMITTAL SET 11- -111 date: 1/5/2011 11:49:56 AM / Sheet KC -2 (1424 (42A> O 0 136 (102) ®PREP SINK & WALKIN 1/2 = 11-0" (146> O REFR @ H/S 1/2 = I-0" (214) (137) a 0 OCOOKLINE 1/2" = I-0" ' (129) (119 (42D) 122A (143) (127) 130F 130 ,k,.. """ (126) I I II III 11 (146> <114> 11 IIO II II II' I1 I11112 I I r ° 1' °� • — I .II.• I'I• I _I .I (• — I � OMBU' IBLE SURFACE_; RACOMBUSOTRBLE (117) 137 \ ) - -- jjI'jI _ (129) \ I III i ii II. 40. - - —— u ., -; ;- ng Ili 1 11119i I1I El I ■r______._ � i ,,,,,,II _I I1 IIII III ;_ _ III _1101 I m 1 ' 'I.F. ; \ / I■ i _ l cL - 2 I 10 • •:3 , 6 F J r 000 . ' V < -,,° 11 ,11 III I _ II�1 ° ° i tsaa° erMM!° MINIUM° J MM d, 10 DISH / PREP WALL 1 /2" = 1' -0" (12C> (1124 (112H> .1 ®BUFFET 1/2" = 1' -0" ea d ® PU WINDOW 1/2" = 11-0" 108 • 224 214 11 (213) (212) O Q 1 aee I 8E10 VU/7 VET ©BACK COFFEE /BLEND 1/2" = I-0" ®KEY PLAN 1/8" = 1' -0" OPASS WINDOW 1/2" = 11-0" (126) (127) (125) (123) O 0 0 000 o I I Iowa- ao.*.cl 11 DISH & ICE MACHINE 1/2" = 1' -0" (201> (207) (205) (2o6)(2o4) 00 \ \1111r Ism I111�111 Dill 0 ® ESPRESSO 1/2" = 11-0" (145> (144> (298 i (129 (128> 12 HOT FOOD TABLE 1/2" = 1' -0" a 111 111 111 Kv1) 1 ❑❑❑ REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 7 2011 City of Tukwila BUILDING DIVISION 13 SODA COUNTER 1/2" = 1' -0" ( . III III III II 1 I I I II III 11 (146> <114> 7 I III II II II II' I1 I11112 I I r ° • — I .II.• I'I• I _I .I (• — I � OMBU' IBLE SURFACE_; RACOMBUSOTRBLE (117) 137 \ ) - -- jjI'jI (121) (129) \ I III i ii II. FOR NO SURFACES 0" - - —— u ., -; ;- 1 ii 1 11119i I1I El I � i ,,,,,,II _I I1 IIII III ;_ _ III _1101 I m 1 ' 'I.F. ; \ / I■ i I l • •:3 p . ' V < -,,° III I !� ° ° i tsaa° erMM!° MINIUM° J MM i d d 'o ea _ OPASS WINDOW 1/2" = 11-0" (126) (127) (125) (123) O 0 0 000 o I I Iowa- ao.*.cl 11 DISH & ICE MACHINE 1/2" = 1' -0" (201> (207) (205) (2o6)(2o4) 00 \ \1111r Ism I111�111 Dill 0 ® ESPRESSO 1/2" = 11-0" (145> (144> (298 i (129 (128> 12 HOT FOOD TABLE 1/2" = 1' -0" a 111 111 111 Kv1) 1 ❑❑❑ REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 7 2011 City of Tukwila BUILDING DIVISION 13 SODA COUNTER 1/2" = 1' -0" ( Greene COMPANY Smith & Greene Company NEW KITCHEN PROJECT CC LLI U m m J 0 CC / SALES PERSON JERRY W. (206) 953 -3678 JERRYW@smIthandgreene.com SHEET SIZE D size (36 "x24 ") SCALE: 1/4 " =1'0" (UON) BACKGROUND BY: Approver DESIGN BY: Designer 90% CD DRAFTER: Author INDEX KC -1 EQPT. PLAN KC -2 SCHEDULE KC -4 ELEVATIONS CITY JAN -11 2011 PERMITCENTER IRevision /Issue Date BACKGROUND 12/06/10 EQUIPMENT PLAN 12/10/10 FINALIZED SPACE PLAN 1/04111 ROUGH -IN PLANS SUBMITTAL SET date: 1/5/2011 11:50:01 AM C Sheet KC -4 . III III III II 1 I I I II III 11 I 'III III II I III II II II II' I1 I11112 I I ° • — I .II.• I'I• I _I .I (• — , . .I l - -- jjI'jI - I III i ii II. - - —— u ., -; ;- 1 ii 1 11119i I1I El I � i ,,,,,,II _I I1 IIII III ;_ _ III _1101 I m 1 ' 'I.F. ; \ / I■ i I l p . ' V < -,,° III I !� Greene COMPANY Smith & Greene Company NEW KITCHEN PROJECT CC LLI U m m J 0 CC / SALES PERSON JERRY W. (206) 953 -3678 JERRYW@smIthandgreene.com SHEET SIZE D size (36 "x24 ") SCALE: 1/4 " =1'0" (UON) BACKGROUND BY: Approver DESIGN BY: Designer 90% CD DRAFTER: Author INDEX KC -1 EQPT. PLAN KC -2 SCHEDULE KC -4 ELEVATIONS CITY JAN -11 2011 PERMITCENTER IRevision /Issue Date BACKGROUND 12/06/10 EQUIPMENT PLAN 12/10/10 FINALIZED SPACE PLAN 1/04111 ROUGH -IN PLANS SUBMITTAL SET date: 1/5/2011 11:50:01 AM C Sheet KC -4